Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
3300 Yukon Court
CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L1 6 F - 6rf Job Address: 33 CK3 VQ WOE C -F Permit Number: 0-- 1 Q QZ,j Qq A WebvKZ t,AJM4 2<:))7 UZI <C)!.' F ❑ No one available for inspection: Time //: U �AN�/PM Re -Inspection required: Ye No When corrections have been made, call for re-insction at 303- 4-5933 Date: > 1202,0 Inspector: DO NOT REMOVE THIS NOTICE 330' YEN CIT. March 8, 2020 Mr. Randy Slusser Chief Building Official City of Wheat Ridge, CO 7500 West 291h Ave Wheat Ridge, CO 80033 0ZoIgo2So4 via email: rslusser@ci.wheatridge.co.us RE: Alternate Means of Method, 3300 Yukon Court Wheat Ridge, CO 80033 Permit Number: 201902504 Mr. Slusser, I am submitting an Alternate Means of Method for compliance with 2012 IRCsection r501.3 for the basement finish at 3300 Yukon Court Wheat Ridge, CO 80033 for the reasons detailed herein: The original builder utilized a "Flak Jacket" fire resistance product on the floor joists to complete and receive the Certificate of Occupancy when the house was completed in 2016. The Flak Jacket is "...a coating applied to I -joists to enhance fire resistance" (http://investor.weverhaeuser.com/2017-07-18-Weverhaeuser-issues-statement-regarding-TJI- R-Joists-with-Flak-Jacket-R-Protection). This product was used on the first -floor system to comply with the 2012 IRC code. I am requesting that the product that was approved in 2016 for the building final to remain in effect. o There is a widely reported issue with the "Flak Jacket" utilized a formaldehyde -based resin. Per the manufacturer, Weyerhauser, press release dated July 18,2017, "This issue is isolated to Flak Jacket product manufactured after Dec. 1, 2016, and does not affect any of the company's other products." We have attached an image in Exhibit A showing the time stamped floor joists used in the construction of 3300 Yukon were manufactured in July 2016, which is prior to the December 1, 2016 date and as such are not subject to the recall for the formaldehyde issue. We have attached the manufacturer's press release as Exhibit B. In addition to the Flak Jacket on the joists, we installed an accepted alternative of three inch mineral/rock wool batts laid directly within the web and flange assembly of the TJI floor joist system for the entire mechanical room ceiling area. We utilized a product manufactured by Johns Mansville material number 90020891. An image of the product label and image of the product installed in the mechanical room is attached as Exhibit C. The floor joists with the Flak Jacket installed by the origigaj builder plus the mineral/rock wool insulation achieve and exceed the intent of 2012 IRC sectian r 3 for fircmt sistanc appreciate your review of this Alternate Means of Methoir) st !re approval. If you need any additional documentation, ple se I� DEYEL()1'MENI APPROVED Regards, Review a for Co e Compliance Brian Hutt PnAAJ1 Amt-, 3 1 2ja2. (303)349-3460 Plans pExaminer Date Brian.hutt@cushwake.com Vdidb of oermN: 7ht isluOnte of o pamNt a aPPr�M of o4Qns spec+/kaotlonr ono oomputabons shag not be a perm* Jbr, or an approval of, any vaiabon to any of the PMv1 GM of the b NWI code or of ari C4 ardsomw e. Aermga pnswrwap to 9" outhorrty to WDAW or Cantel the prowwons of the SuMd V toles or agar oras 000 of the dry shop not be VWA Exhibit A Time Stamped Image of Floor Joists Used in Construction of 3300 Yukon Court ^ Ali rights reserved. Rev 122015 PHOTOS Page 32 of 33 Foundation #F2 main level joists Flak Jacket dated 07/19/2016, f prior to December 1, 2016 CKY of 0% , Ridge Exhibit B Weyerhaeuser Press Release http://investor.weverhaeuser.com/2017-07-18-Weyerhaeuser-issues-statement-regarding-TJI-R-Joists- with-Flak-Jacket-R-Protection?&printable Weyerhaeuser Investor Relations Weyerhaeuser issues statement regarding TJI° Joists with Flak Jacket® Protection Jul 18, 2017 SEATTLE, July 18, 2017 /PRNewswire/ -- Weyerhaeuser Company (NYSE: WY) today announced it is implementing a solution to address concerns regarding its TJI® Joists with Flak Jacket® Protection product. Weyerhaeuser The company has determined that recent customer feedback regarding an odor in certain newly constructed homes is related to a recent formula change to the Flak Jacket coating that included formaldehyde -based resin. This issue is isolated to City of Wheat Ridge Diviso Flak Jacket product manufactured after Dec. 1, 2016, and does not affect any of the company's other products. Flak Jacket Protection is a coating applied to I -joists to enhance fire resistance, and it is not widely in use. The product is present in the basements of approximately 2,200 houses in various stages of construction in limited markets. Most of the houses are not yet occupied. Weyerhaeuser is working proactively with its customers to address this situation and will cover the cost to either remediate or replace affected joists. The company has halted all production, sales and shipments of the product, and is collecting unused product from customers. "We deeply regret the disruption and inconvenience this situation has caused," said Doyle R. Simons, president and CEO. "Our top priority is to take care of our customers and their customers. We are absolutely committed to doing the right thing and resolving this situation as quickly as possible." The company expects the before -tax costs associated with resolving this issue to be approximately $50-60 million and a reserve will be recorded in the second quarter of 2017. Weyerhaeuser notes that the company has sold a total of approximately $9.0 million of the Flak Jacket product since December 2016, representing less than one half of one percent of the company's total Wood Products sales. For the full year 2016, Weyerhaeuser reported net sales of $6.4 billion. About Weyerhaeuser Weyerhaeuser Company, one of the world's largest private owners of timberlands, began operations in 1900. We own or control more than 13 million acres of timberlands, primarily in the U.S., and manage additional timberlands under long- term licenses in Canada. We manage these timberlands on a sustainable basis in compliance with internationally recognized forestry standards. We are also one of the largest manufacturers of wood products. Our company is a real estate investment trust. In February 2016, we merged with Plum Creek Timber Company, Inc. In 2016, we generated $6.4 billion in net sales and employed approximately 10,400 people who serve customers worldwide. We are listed on the Dow Jones World Sustainability Index. Our common stock trades on the New York Stock Exchange under the symbol WY. Learn more at www.weyerhaeuser.com. c�ot Wheat Ridge FORWARD LOOKING STATEMENTS This news release contains statements relating to one of the company's manufactured wood products that are forward-looking statements within the meaning of the Private Securities Litigation Reform Act of 1995, Section 27A of the Securities Act of 1933, and Section 21E of the Securities Exchange Act of 1934, including with respect to the company's estimates of remediation costs and related charge against earnings the company expects to record for the second quarter 2017 and the scope of the products distribution and use in homes. These statements generally are identified by words such as "expects," "approximately," and "will," and similar words and expressions. These statements are based on our current expectations and assumptions and are not guarantees of future results or developments. The accuracy of our expectations and assumptions is subject to a number of risks and uncertainties that could cause actual results to differ materially from those described in the forward-looking statements. These risks and uncertainties include without limitation the extent and scope of use and distribution of the affected wood product, and the actual costs of remediation. Forward-looking statements speak only as of the date they are made, and we undertake no obligation to publicly update or revise any forward-looking statements, whether because of new information, future events, or otherwise. For more information contact: Analysts — Krista Kochivar, 206-539-4080 Media — Andrew Siegel, 212-355-4449 SOURCE Weyerhaeuser Company http://investor.weyerhaeuser.com/2017-07-18-Weyerhaeuser-issues-statement- regardi ng-TJI-R-Joists-with-Flak-Jacket-R-Protection Gry of Wheat Ridge fit iK Exhibit C Image of Johns Mansville product used between floor joists and image of product installed in mechanical room at 3300 Yukon Court %a WNW Ridgw 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: bws Job Address:volq C7, Permit Number: 2-0 1 q 00 5-o4 FAI ���• 1 VAf WIN! yl, �Z'M ❑ No one available for inspection: Time__:_ QPM Re -Inspection required: Yes No When corrections have been made, call for re -in pectio at 03 234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 33�Q- EA Permit Number: ❑ No one available for inspection: Tim M Re -Inspection require :res No When corrections have been made, schedule for re -inspection online at: http.-I www.ci.wheatridge.co.uslinspection Date; �� Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Ti res Miom Re -Inspection required: Yes�o=_' When corrections have been mad , dule for re -inspection online at: http://www.ci.wheatridge.co.uslins ection a Date .2 Inspector: i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:'- Permit Number: c:3V Q_� ❑ No one available for inspection: Tim AM/ Re -Inspection required: Yeg No When corrections have been made, schedule for re -inspection online at: h ttp✓/www. ci. wheatridge. co. uslinspection Dates Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type— Job Address: c Permit Number:C- a ❑ No one available for inspection: Time i ,j' d AM/PM Re -Inspection required: Yes 6--2) When corrections have been made, call for re -inspection at 303 -234 - Date:— 'Y1 'Z61 Inspector: a,:�)l- DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:t Permit Number: �} V \ (-{ (>�, o_d ❑ No one available for inspection: Time I ( i V AM/PM Re -Inspection required: Yes iIVq When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co.uslinspection Date: 1 \ \s ' 0- Inspector: ®O NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ` \A -A -7E- Job Address: 33OU � _4u�.C_ c � Permit Number: ,-- U_.; 0 ❑ No one available for inspection, Time'? ✓'o AM/PM Re -Inspection required: Yes When corrections have been made, schedule for re -inspection online at: httpYlwww. ci. wheatridge. co. ushnspection Date"N t \> r1U � & Inspector: DO NOT REMOVE THIS NOTICE e ♦_ CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:'' �� f �' vim. ^, 0- � `I •� .. �( 2 n Job Address: 3 3 Permit Number: i U No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http.-Ilwww.ci.wheatridge.co.ushnspection Date: 1 . t D - 0. ) ;"` Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: '—'— Permit Number: v , ❑ No one available for inspection: TirrreT }%PM Re -Inspection required: Yes ,_No,_ When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co, ushnspect ons Dat:_anspeCto ." _ DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE +2 PNL L L--, Inspection Type: `2 �� �l ren �_ 4 5 �-_L4 ►��v 5 Job Address: 0 C) Permit Number: U 4 e , YMti r "t ❑ No one available for inspection: Timet I ( J AM/PM Re -Inspection required: Yes ,< No When corrections have been made, schedule for re -inspection online at: http://Www.ci. wheatridge.co. uslinspection Date: / • I� "I °Z 0 Inspector: DO NOT REMOVE THIS NOTICE C C !69 ❑ No one available for inspection: Timet I ( J AM/PM Re -Inspection required: Yes ,< No When corrections have been made, schedule for re -inspection online at: http://Www.ci. wheatridge.co. uslinspection Date: / • I� "I °Z 0 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: t4 Job Address: 1 Permit Number: LL fNo one available for inspection: Ti Re -Inspection required:__Yes- No When corrections have been made, httpY/www.ci. wheatridge.co. uslinspi Date &P M for re -inspection online at: *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 28,350.00 FEES Total Valuation 0.00 Plan Review Fee 317.23 Use Tax 595.35 Permit Fee 488.05 ** TOTAL ** 1,400.63 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. City of Wheat Ridge Residential Basement Finish PERMIT - 201902504 PERMIT NO: 201902504 ISSUED: 01/06/2020 JOB ADDRESS: 3300 Yukon Ct EXPIRES: 01/05/2021 JOB DESCRIPTION: Basement finish to include create bedroom with closet, recreation and media areas, storage closet, add 3/4 bath - 660 sq ft total *** CONTACTS *** OWNER (303)349-3460 HUTT BRIAN M SUB (720)620-1193 JASON A RIVAS 170379 CRUZ HEATING & COOLING LLC SUB (303)646-5460 CHAD BAKER 150290 CHAD BAKER ELECTRICAL SUB (303)727-0109 MATTHEW HARRISON 190351 BEST PLUMBING SERVICE GC (303)377-3884 MARK STONE 190367 THE BASEMENT FINISHERS *** 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: 28,350.00 FEES Total Valuation 0.00 Plan Review Fee 317.23 Use Tax 595.35 Permit Fee 488.05 ** TOTAL ** 1,400.63 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. City of Wheat Ridge Residential Basement Finish PERMIT - 201902504 PERMIT NO: 201902504 ISSUED: 01/06/2020 JOB ADDRESS: 3300 Yukon Ct EXPIRES: 01/05/2021 JOB DESCRIPTION: Basement finish to include create bedroom with closet, recreation and media areas, storage closet, add 3/4 bath - 660 sq ft total 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 a uthorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am le y authorized to include al I entities named within this document as parties to the work to be performed and that all work to be p rmed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER CONTRACTOR Circle one) Date I. This permit was i led on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinancepr regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Buildinpfficial Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City cif `1�IITheat j COMMUNY DEVELOPMENT Building & Inspection Services 7500 W. 291 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its.(c)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: I Plan/Permit # Vll � CJ v Plan Review Fee: f h Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: ' 76 %/ko,J 6WA7- Property Owner (please print):/�✓/�� Phone: Property Owner Email: eml,1111-1-t Tenant Name (Commercial Projects Only) Ai Property Owner Mailing Address: (if different than property address) Address: ,J*' /), ��(JC< City, State, Zip: Architect/Engineer E-mail: /) Phone: Contractor Name: ��`/� ��Osc6iI�N�/I%��i�/Ll, /N(-' City of Wheat Ridge License M Phone: Contractor E-mail For Plan Review Questions & Comments (please print): q CONTACT NAME (please print): /' 2 �/�- p��l%� c Phone: _ Do CONTACT EMAIL(p/ease print): ��f �pSL`M��%Ic/lel/5 �1�SL�- C (Z— OU 7 -Zoe),, ,�VYM Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fiel , if applicable. ❑COMMERCIAL IDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Sq. FULF Amps '2dJ Squares CL 1;16"11 BTUs � Gallons For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: _ Project Value: (Contract value or the cost of all materials and labor included in the entire project) ;1--2-r5�7( OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the -applicant for this building permit application. warrant the truthfulness of the information provi plication. CIRCLE ONE: (OWNER) t ) A TH REPRESENTATIVE) of (OWNS Signature (first and last name): DATE: Z -.2 `l / Printed Name: / la�' `40-- �77d z ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: P-9 0A��l PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: 0 CONSTRUCTION TYPE: C+) Building Division Valuation: a, g5a Ar City of Wheat jdgc COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. ProjectAddress:`33d0 `1 uKO4 Cc,,,m:T- Permit#: General Contractor: T "V Q S6- if� @ N c- T- I M 15 RAMS Lt- G Electrical Sub -Contractor Company Name: Phone #: State License #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Plumbing Sub -Contractor Date Company Name: X65 --St �Lw ON „4 V .)fLyWhone #:303-727-010 ° State License #:Y C-00 0'47b Li Master l M POO `? T I Wheat Ridge License #: ( q a 75 S 1 (required field) Signa re of Ahtharfied Agent Date Mechanical Contractor Company Name: Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date &PI o City of Wheat-�idge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM in su This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 3�Jd C,(i hog Permit #: rJ� General Contractor: ,e e,14��� Electrical Sub -Contractor ac - Company Name: -"*"4a4� Phone #: —�6 ,?—�&'' State License #: 7 /' "/, 9 Master #• Wheat Ridge License #: /5o L:_�'76 (required field) Signature of Authorized Agent Date Company Name: Phone #: State License #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Company Name: Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date miry of W heat�idge OMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM IW— 301/ This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 3360 kL/(OAJ -5-1- Permit #: , e)-) General Contractor::;ck, ef�7C/I �— `L/�S �Z r r %/, Electrical Sub -Contractor Company Name: State License #: Wheat Ridge License #: Signature of Authorized Agent Plumbing Sub -Contractor Company Name: State License #: Wheat Ridge License #: Signature of Authorized Agent Mechanical Contractor Phone #: Master #• (required field) Date Phone #: Master #• _(required field) Date Company Name: Phone: Wheat Rid a Li ense #:jr"1,�, (required field) Signature of Authorized Agent Date J1 w 0 q b i s O C ` y 0 h A c� 0 i, lu Nil �t 1' O 0 q b i s O C ` y Nil s jz �o E, a Nil N N 1,01-90 Iff C'O 'n LU 0 110t X a£c M„£-,£ d/) — .Ll ,£ - b -z ,O -,Z -i C.04 W -1110 -IC toco co jW J - i O q ? 5 -0"X2' 91"W CIE rte. W Shower M t U. co Q C'O 'n LU 0 110t X a£c M„£-,£ d/) — .Ll ,£ - b -z ,O -,Z -i co co jW i O q W Q Q J f0 7 a City of Wheat Ridge Building Division '*11( City of CMUNiTyWheat�dge DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291h Ave. F: 303.237.8929 March 28, 2018 Owner/Occupant 3300 Yukon Court Wheat Ridge, CO 80033 Wheat Ridge, CO 80033-8001 P: 303.235.2855 RE: Previously permitted project plans available for retrieval — Permit 201600664 (Residential New Single Family) Owner/Occupant, This letter is being sent to you because a project for which a permit was issued by the City of Wheat Ridge Building Division and plans and/or other documents were required was recently completed and approved. In accordance with the Building Division's document retention policy, the associated plans and/or other documents are scheduled for disposal. We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their disposal by the Building Division. The plans and/or documents are available for retrieval for a period of 20 working days (4 weeks) from the date of this letter and must be retrieved in person at the Building Division offices. This letter must be presented at the time of retrieval of the plans and/or documents. Plans and/or documents available for retrieval CANNOT be mailed and plans and/or documents will NOT be available for retrieval after the expiration of the retrieval period. You may retrieve plans and/or documents between the hours of 7:30 a.m. and 4:00 p.m., Monday through Friday, at the Building Division offices located at 7500 W. 291h Avenue in Wheat Ridge. Cordially, Kimberly Cook Permit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2873 Fax: 303-237-8929 www.ci.wheatridge.co.us City of Wheat I -ge COMMUNITY DEVELOPMENT www.d.wheatridge.co.us LJ No one available for inspection: Time _'1_ 2")' AM/PM Re -inspection required: Ye's Ncy When corrections have been tnacecafi for re -ins n at 303-234-5933 ,, VP, Date: Inspector: QQ NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office * (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: P4 jAl( 13 L 13 C_ JobAddress: x(/L)I-,(_w/C_1 Permit Number: 20/ 6- C) (AIYIZ-. /-_7 77-L_!� L C LJ No one available for inspection: Time _'1_ 2")' AM/PM Re -inspection required: Ye's Ncy When corrections have been tnacecafi for re -ins n at 303-234-5933 ,, VP, Date: Inspector: QQ NOT REMOVE THIS NOTICE -31o' Ldu11� , K --- 0-0 110) 1 INSPECTION RECORD INSPECTION REQUEST LINE: (303) 234-583., Occupancy/Type Inspections will not be performed unless this card is pasted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the lowing business day.** Inspector Must Sign ALL Spaces pertinent_t4o thi" # _ct Foundation Inspections Date Inspector is " Initials Initials � �- Pier 7 - Concrete Encased Ground (CEG) `- ° Foundation / P.E. Letter Lath / Wall Tie Do Not Pour Concrete Prior To ADDroval Of The Above Insnecti`hns Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To ADDroval Of The Above In_npr-tinn_Q Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof (7 0 er 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 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 authorization of occupancy. For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. "For Inspection Time Window — Please email inSptimerequest@ci.Wheatridge.CO.US by 8:00 A.M. the morning of the inspection with the property address in the subject line of the email. Time window is based on the inspector's route. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather Residential Roofing PERMIT - 201701709 PERMIT NO: 201701709 ISSUED: 06/07/2017 JOB ADDRESS: 3300 Yukon CT EXPIRES: 06/07/2018 JOB DESCRIPTION: Reroof with Complete OC Duration designer shingles; 22 squares *** CONTACTS *** OWNER (720)635-8924 HOMES NICHOLAS 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: 10,000.00 FEES Total Valuation 0.00 Use Tax 210.00 Permit Fee 204.30 ** TOTAL ** 414.30 *** 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 k/2 -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 manufactureraErms 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's technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. i CITY OF WkAf RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: (i F Job Address: 6y(n (i( Di'% C`1� Permit Number: aO % / ❑ No one available for inspection: Time q It, AWPM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: `7 • Inspector: ) DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201701709 PERMIT NO: 201701709 ISSUED: 06/07/2017 JOB ADDRESS: 3300 Yukon CT EXPIRES: 06/07/2018 JOB DESCRIPTION: Reroof with Complete OC Duration designer shingles; 22 squares *** CONTACTS *** OWNER (720)635-8924 HOMES NICHOLAS 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: 10,000.00 FEES Total Valuation 0.00 Use Tax 210.00 Permit Fee 204.30 ** TOTAL ** 414.30 *** 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 A% -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 manufacturera€''Ms 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's 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. City of Wheat Ridge Residential Roofing PERMIT - 201701709 PERMIT NO: 201701709 ISSUED: JOB ADDRESS: 3300 Yukon CT EXPIRES: JOB DESCRIPTION: Reroof with Complete OC Duration designer shingles; 06/07/2017 06/07/2018 22 squares I, by my signature, do 99ML/7 that the work to be performed shall comply with all accompanyingg approved plans and specifications, applicable building copplicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by, the legal owner of tnd am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I further alegally authorized to include all entities named within this document as parties to the work to be per ed and that 11 erformed is disclosed in this document and/or its' accompanying approved plans and specifications. L/ /1 Signlureoi OWNER or CONTRACTOR (Circleone) Date 1. Tis permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees andprocedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Budding Official and is not guaranteed. 4.. No work of any manner shall be performed that shall results in a changee of the natural flow of water without prior and specific approval. 5, The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any, ordinance axulatio ©f is 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. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ei.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of Wheat Rlc�e tvti)P rry Dt:vrt.c PMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # C7, / Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete 2pplications may not be processed. *** Property Address: Owner (please print): N,1 ahDl,-Js Phone: ,4997 Property Owner Email:wj-cp t4iC'i4aAsc LAS To" HogCS . &Y4 3.3- 953- 9525 Mailing Address: (if different than property address) Address: 3.e )OO Yueo1J. Z-. , State, Zi Architect/Engineer: Architect/Engineer E-mail: Contractor: Phone: Contractors City License #: �Ca0�4% v Phone: 223 C 0 •0(,?ff Contractor E-mail Address: CPAIL,00t�� Sub Contractors: Electrical W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION 9 RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) r -Q • f bC)F (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) r-0CF CsDnnOklo . �/ (0uw)s 00r►-il �urc�i On 4S9 r�� Sq. Ft./LF Amps Btu's Gallons Squares ?—A? 'SQ IS . Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ �Q,�04.Ofl-- OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or $EP TATIVE) of (OWNER) (CONTRACTOR) Electronic SiEnature (first and last name): ` DATE: r DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: Building Division Valuation: $ 00 5�0 I V 3 INSPECTION RECORD Occuuancv/Type `3n r '1.. INSPEOTION REQUEST LINE: (303) 234-5933 Inspections will riot be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day. Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials ^Monolithic Slab Reinforcement Plumbing (Below/ In -slab) Caissons Heating (Below/ In -slab) Concrete Encased Ground (CEG) j Footing/Stemwall P.E. Letter Roof Do Not Pour Concrete Prior To ADuroval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical (Underground) Wall Sheathing Sewer Service (Underground) Water Service (Underground) Plumbing (Below/ In -slab) Lath / Wall Tie Heating (Below/ In -slab) Do Not Cover underarouncl or r:;elow/in-5iab Work Prior To ADuroval Of The Above Insuectionn Rough Inspections Date Inspector Comments Initials Wall Sheathing Roof Sheathing Final Plumbing Lath / Wall Tie Rough Electric j Rough Plumbing Roof Rough Mechanical -;15-1 r Gas Piping Do Not Proceed Without Appr val Of Above Rough Inspections Rough Framing Insulation V-� �'�✓� Drywall Screw / Nail 0 1 Final Inspections Date ect IInIP�- - Comments Final Electrical Final Plumbing Final Mechanical Roof Final Building / Frame Landscaping & Parking / Planning Dept. p q _ Lz,—f polA-W`!7 �JJ" �18 Inspections from these entities should be requests 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. Fire Inspection / Fire Protection Dist. "Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather n ro ro w 0 o m tf y b DO °z °ro P' o m w fD m m 0 Hp ro as K o c o h a F, K R oR F '.J. V M O NV• I ��77 � m y lb F_j M ato e a K(D n roq w w t a M S N ro o o po n V FI. O O io o O M" N. H In 0 ° e p Ql a 11 0 H z x m m m O n tr °CD I n r PK pi rt N (� a n R a til— 1 `° M w y rt 0 m R m 'a ao °„ n m K W °' n N• b• x ro rt o m m w y ° K W n ro M tr a r• W z �l o "a M w o ° m m n W (Dy a s i .� U-1 Z (D x < m r O y Oa w ro n ° a ��n 0 M o n m x" LT1 C n En y w a x m o a m O y �y,••1 a, M w G" o y " m 00 m n R Pi z O !" W m C) H O m Pd H cr00 o �. tl m a H. [+] Fl.n o C m O P. to m r pm ct 0 Ct m a w v V K n r a 0 Fz o n "r• tQ p a F'. to ort je�l 0 a e cr+ n fD m m " m " O m � � z w w a \ ` o " m h N r- a 00 m m m N m m J i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: _ �_ V); 'I C Job Address: 330(D ` u. (_-C,TV� C Permit Number: ZG! (>no C. 21 ❑ No one available for inspection: Time 4 , 4 < Re -Inspection required: Yes (No }� When corrections have been made, call for re -inspection at 303-234- Date:-q- 03-234- Date:q- ) 2 ` i q" Inspector: �/` DO NOT REMOVE THIS NOTICE City of Wh6afl� CMMUNrry • DEVELOPMENT '� This agreement made this 11' day of February, 2017, by and between the City of Wheat Ridge and Yukon Grove, LLC for escrow in the amount of One thousand five hundred dollars and zero cents ($1500.00) being held by the City of Wheat Ridge until landscaping is competed at 3300 Yukon Court In the event that two street trees and sod are not installed by April 30, 2017, the City of Wheat Ridge or its designee shall have the right to enter upon said property to construct and/or install such improvements or do other such work to accomplish that purpose as may be necessary, provided that the City of Wheat Ridge shall first give notice in writing to the 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 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. 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. Approved and Agreed: General Contractor: 1 S ature l 1,6,,.x,,2 Business I Date City of Wheat Ridge, Colorado Title: Date: s / Phone Title 'ION u- W-11 "W4. I j App.S a z 0 Ar 5 U) 0- C 2 W 0 CY) C> M(D N C) ce) E CO (D (D C)_ = >,.- I I 3:~m MF�-- Cr 4N 4- 0 o m Cw) CU CY) z 0 a) LU cr cr C> C) o I o mur) ClJ cu Ci) "Co NC %woo 0) 4co) W CD 'ID - 0 m P�w 1-7 � M Ap ��oz 30W e-, Z-5) > iTL iDzF� U) (D Lo C) CD P -Z O LU CL 0 L&J, O O C) C) Lo T - z 0 0 U) C 2 W 0 CY) C> M(D N C) ce) E CO (D (D C)_ = >,.- I I 3:~m 4- 0 o CU CY) z 0 a) A 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: E, M e r -/' , "" I SPS ✓ oo Job Address: 33o o yLI Ko^' Cr Permit Number: Zc>16 o U 66 q ,090 rij(-� re/ We Y', ❑ No one available for inspection: Time . 2 AM& Re -Inspection required: Yes /1N) *When corrections have been made, call for re -inspection at 303-234-5933 Date Inspector: DO NOT REMOVE THIS NOTICE 116-074436 _fC3 AV -01 5-3-0 104{0 1"_0 21-" 1 26-3-0 L 31-" 32j6A 1-", -- - ------------ --5--Xo -f�w 20"x20" (SHAPED) REPLACE REPLACE WEB MISSING WEB Er" CRACK t 2()Nxl6" 20Nx 16" 31-" LOAD"' , ;$Wp....... .... :11.{k 00 SPACNo 2%r(1CU DEVt, MI. Pk'* ode of"t, 1,1°e TC O'Q V-t(U) -061 10,11 MIXY L.W-001. 1,15 RC 0-17 W4Rj .Offi 1(11v �M Im TCM Rp St h- YE's VW 0$t iw"tllt UP 0 SCU DRAVNG TO 2,t4 DF MUM L OE, N4 DF N., I&RO 2t4 SK 16W I U, Topc4mD $V%t"t w -d ~IkV ducaww0w 4 Oe ptt*� a, &V OF. N4 DF N.. Mar 2.4SPI 106ff, 1,* Wr CHORD RWJ -Wv dh,* Ppkd . to 00 . b,.*)u ot 2. eF WKS- 6F. 2�4 Of N. taw 214 EPP issw im ,,,N"r vw mwv s suo A te�IKR Saw— "mi'mw W F� Z 'CX M" L.ft` 2.- SPF S SUA, Rar't 2,4 SPF 8 f0A I I my Rr'ACTK)W'iQftlso.S X10,52*14 0*,� 04-14 80tMKO16 1,4,02,-i2! M.. Lion 2-17qk1c 8), 8- UG(te tE FORCES, 0) M-C�*AUX,F-, 10f, CHM) 0077T, HORD ti 12'Y1M3'12 1'rW2" NOTES, �.ftw h"' Light W—d: U -W WA- t,33 VWU 91V M, U0 2t tA 3, P'N U— 4..WPoW k, W -U. 0 h *111.1 . N" ot I ED pe Ui W -00 a — ftt lrak".f 30,0 od Wta•A+%C—A wM.V. ft dq t t. b— K, kfw e.UX0 P19 bo%— choOt #A bod �fflta W�h my asm #w bwa b— ottO-4 kt . 9- td 'A ZDAW - 0. tft. 01.0 W, A — 10— . 3 dVSAA " W by 7 &0 0 .0. �* SO— Bae. .*.. of. -Y 37 `Thin 4ttc,5s. Evacaa &.0 mv, HCOL - dWOW ,, t P—M -0- tby .4tn- ) 0 t— W b—oo Pot. cfwrftftldv t M e WN -f W;? -0 1 M to M9' -4A 71 TLft It— t. 6-.V—d t.�-,U—Wth ft. 2012 R—don%W Coda fk,'W, 11, 1 attd PM, 102 wd mfm—d %WwW ANWTM I- KLADCASES5) Sftxk�d *Repair. Replace missing/cracked webs as shown, 1. Cutout remainder of missing/cracked webs and insert new 2x4 No. 2 or better grade members cut tight to fit as shown darkened. Cut connector plates clean so that remainder of plates are intactfundamaged, I Attach 1/2" APA rated 24/16, EXP.I OSB gasser to each face as shorren using I mw of 10d nails (131" dia.x 3") at 3" o/c along each face. Stagger nails evenly between each face and clinch all nails. * faiginex-ring appliLs to repair only, re fes to original seated truss dwring for all Exthty necessary truss Elocumentatim. 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: fV? / �� Job Address: 330o yNl�aN C Permit Number: �c? No one available for inspection: Time _71tM/PM Re -Inspection required: Yes oNo' When corrections have been made, call for re -inspection at 303-234-5933 Date: jig, " Inspector: DO NOT REMOVE THIS NOTICE Date.- City of le ,--?' 01%,ItMUNI'TYDEN/ El-OPI%,IEtN\"Tr�- g Building 49 Inspection Services Division 7600 W, 2e Ave., Wheat Ridge, CO 8M33 Office: 303-235-2865 * Fax: 303-237-81929 "n ftwew Inspection Line: 303-234_5933 Building Perm &Application NO COMPISte all highlighted amas on both Sid" Of thIS f0m. InCOMPlets applICSSMS my not be pMoassed. Property Address -13 N Contractors City License V 7 Phonw. S Contractor Eomall Address: Efectdcal: W.R. City License Plumbing: .1 �, W.R. City License # M Mechanical., �04;N. W.R. CRY License # ooz b 5� Complete all miformation on AOTA �04s Of " form 1 Y -t , 1.* 1� City of SINGLE FAMILYIDUPLEN �9p r,3,Wh6LIC WORKS at f)Wdge BUILDING PERMITAPPLICA TION REVIEW Date: Location:— 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. _A/ Drainage-. a, Drainage Letter & Plan required: Yes —No b. Site drainage/grading plan have been reviewed and are: :ZOK —; refer to 1 -V- Public Improvements required & to be completed with prcject: 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 -L 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. -L 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, w i—gna�tureMark Van �NattaW D-ei 5, 0 NOT APPROVED:The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s): Sid-1141fure Mark- Van Nattan Date 6� -jL Stipulations: --jgnoA; T --V/ A Grading, Certification Letter from the Engincer-of-Record accompanied by an Improvement Location Certificate (11,C) shall be required prior to the issuance of the Certificate of Occupancy. 8. NOTE: ANY DAMAGETO EXISTING PUBLIC IMPROVEMENTS AS ARESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMTF PRIOR TO THE ISSUANCE OF THE CER'ITFICA'FE OF OCCUPANCY. City of Wh6at RLdge 11JJJ I LIC WORKS City of VAcreat Ridge Municipal Building 7500 W, 29"' Ave. Wheat Ridge, CO 80033.8001 P. 303235.2861 F: 3012352857 [Haag anywin min Date: Location of Construction: Purpose of Construction Single Family 7/-- Commercial Multi -Family $100,00 $-LCP—,Jw (Required of all projects for document processing) $50.00 050 Com meria !!Multi- Fandlj, Revie-ty Fees. • Review of existing or minimal technical documents: ...... $200.00 • Initial review' of technical civil engineering documents (Fee includes reviews of the, I" and 2d submittals):,, ........... $600,00 • Traffic Impact Study Review Fee: (Fee includes reviews of the I ' and 2'd submittals):. . $541o.00 • Trip Generation Study Review Fee: ...... ....... ....... $200,00, Cl & M Manual Review & SMA Recording Fee.. ..... ...... $1,00.00 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 revieays of the Application will be subject to the following Resubmittal Fees: Resubmittal Reese 3"d submittal (',/2 initial review $300.00 4"' submittal (full initial review fee): ...... $600.00 All subsequent submittals:... .... __ ....... .......... $600.00 (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. www'.6wheatridge.,coms Rev 12112 I I C W C) R KN City of Wheat Ridge Municipal Building 7500 W. 29" Ave, Wheat Ridge, CO 80033-8001 Pf 301235.2861 F: 301235.2857 DATED: —9/1-4� ADDRESS: 0 � In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge 'Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address, If you have any questions, please contact me at 303,235.2864. Sincerely, David F. Brossman, P.LS. Development Review Engineer CC: File W'o Rev 2108 __'k Address: 25 e) �-'X I., Zoning: --29L— ; t Lot Size: (0 sq. Lot Width: 4 Property in the flood plain? n 0 If yes, add surveying condition FLD, Type of project (applicable survey conditions in parenthesis): U Accessory ISP, JLC. or site plan none if in floodplain (FL D) k or in floodplain (FND) if in floodplain (FLD) _2' 35� New ILC and site plan yes (FND) of�,7in of �setback �(NR§ if in floodplain Maximum Lot Coverage l' % sq. ft. Existing Improvements: House: ft. Proposed Improvements House/addition: sq. sq. Shed: sq. ft. Shed: sq. ft Detached garage: sq ft. Detached Garage: sq. & Other: sq. ft. Other: sq. ft. Total Existing sq. ft Proposed+Existing 4 1 sq. ft Lot Coverage % Lot Coverage JJZ% It Setbacks:S FR 5 s 0, R Provided Setbacks: FR S 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. ff. Proposed Height.- zt, —ft, Proposed Size: --sq. ft. Parkland: If the permit is for new construction, have parkland dedication fees been paid'.? If no, add condition PFEE, notify owner, and notify but din Streetscape: Does the permit result in any of the following conditions? U Construction of new roads LJ Platting of new lots U New development L) Additions that increase floor area by 60% or more (see fonnula) (proposed floor area ___ __ existing floor area ___ ) / existing floor area - = inc. If any box is checked... SF/DUPLEX—Is there existing U Curb Ll 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 ofdedication or construction are ducat t e Geoscience & Design, Inc, P.O.. Box 68 Franktown, Colorado 8 v16 - 'hone:3. .22,5 - o 303.688,1295 - CoGeoDesign Grove,Yukon LLC P 0 BOX 102563 Denver, CO 80250 SUBSURFACET "PORT NO. 15"397 JU1y 23, 2015 M x'ti a Si m ���ONAL NOT VALID WTTH017 ORIGINAL SIGNATURE ENGINEERS. General 1 Site Conditions I 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 1 Log of Test of Figure 2 Swell / Consolidation Charts Figure 3 Summary of Laboratory Testing Table I Details of Foundation Drain System Detail I Foundation Grading Detail Detail 2 Appendix Information about the Report Subsurface Investigation Yukon Grove, LLC Colorado Geoscience and Design, Inc. Report No, 15-397 This report presents the results of data obtained during the subsurface investigation at 3300 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, grass and weeds. The weather was hot and clear at the time of the investigation. If the type of construction changes from that specified above, please contact this office for additional recommendations and/or requirements. Subsurface Investigation Yukon Grove, LIC Colorado GeoscienCe and Design, InC. Report No, 15-397 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. 'rho fee for this observa .1 is" otJncIudedjnJh#_S9#!SLM#AO to—ort. Failure to follow the observation requirements noted herein may jeopardize the success of this construction project b and shall asolve 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 residence be founded on continuous concrete footings and pads, A professional engineer should use the following design criteria to design the foundations I . The footings and pads shall be designed for a maximum soil bearing pressure of 1,500 pounds per square foot (DL+LL), The entire foundation shall bear on the fine-grained, medium dense, very clayey sand. 2, No footing or pad shall bear upon topsoil or soils that contain organic material. All loose and disturbed soil shall be removed before pouring the concrete for the footings or bearing pads. 3. All continuous footings supporting perimeter concrete foundation walls shall be a, least 16 inches wide or the width required for the maximum design loads, W recommend footings be reinforced to bridge isolated soft areas up to 10 fee Exterior footings should be provided with at least 3 feet of soil cover for fro protection, or per county codes. 4The foundation walls shall be designed for an active horizontal pressure base on an equivalent fluid density of 35 pounds per cubic foot Plus any applicabl' surcharge or hydrostatic loads. 5, In place structural settlements are very difficult to predict with any reasonabi accuracy, due to the large number of variable geotechnical parameters involve However, based upon the currently available methods of settlement prediction, is estimated that total structural settlement will be on the order of I" a differential structural settlement will be on the order of Subsurface Investigation Yukon Grove, LLC Coforado Geoscience and Design, inc, Report No, 15-397 m Subsurface Investrgatio Y YuXon Grove, LL Colorado Geoscience and Design, Inc. Report No. 15-397 Control joints shall be provided in the concrete slab, These control joints must be saw cut or tooled to + minimum of greaterportion of the concrete slab will have an area feet nor a maximum dimension of 12'-0" in any direction without a controljoint. All non-bearing partition walls shall be constructed with a minimum of 3 inches of float to allow for slab -on -grade movement. used,if a hot water heating system is the piping be cast within the concrete slab if the slab is reinforced with eel rebar and special care is taken not to damage the piping during future construction activities, Nails shall not be driven into a concrete slab that has hot water piping. be boltswith construction adhesive or anchor e slab at the time of if a forced air furnace is used, a " flexible connection should be installed between the furnace and the duct. habitableThe installation of an exterior foundation perimeter drainage system is required for any ar below • . methodde level. See Perimeter Drain Detail 1, for a suggested 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 perimeter drain may discharge • a sumpr p PUMP. If a SUMP Pit isused, homeowners should perform routine observations of the • pump system to make sure it remains in good working order, d failure of a sump s UMP system can cause serious foundation problems. Water elementsfoundation installation of perimeter drain is very important. Subsurface Investigation Yukon, Grove, LLC ort No, 15-397 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. I subsurface Investigation Yukon Grove, LLC CoIorado Geoscience and Design, Inc, Report No, 15-397 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. Most counties in Colorado have average radon levels (measured in homes) above the U.S, EPA recommended level of 4 PicoCuries per liter of air (pCi/1), Results of a 1987- 1988 EPA -supported radon study for Colorado indicated that granitic rocks, in particular, generally have elevated levels of uranium. Radon tends to accumulate in poorly ventilated areas below ground level, and can accumulate in above grade construction as well. Providing increased ventilation of basements and crawl spaces and seating 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, 0 Suasurface investigation Yukon Grove, LL Colorado Geoscience and Design. Inc, Report No, 15-397 The parti s specifically agree been retained nor will they render an opinion concerning any environmen issues, hazardous waste or any other known or unknown conditions that may present on this site, since this is not in the scope of this report. PROJECT: Subsurface lnvesfqatlon JOB NO, 15-397 Colorado Geoscience and Design, Inc. — CLIENT: Yukon Grove, LLC_ Log of Test Holes LOCATION: 3300 Yukon Court, Jefferson County, Colorado DRILLING METHOD.- 4" Continuous Flight Auger ME 9M M M U� C '2 W �-84 NN 76 Is I Fine-grained sand, very clayey, medium dense, to moist, calcareous, rust brown Clay/sand, very stiff, slightly mois, brown BE 02 on W U 84� 0 In ON a Notes: Where Applicable - 1, xly indicates that 'Y' number of blows of a 140 -pound hammer falling 30 a: indicates ground water enoountered during the driVing operation. inches are required to drive a 2 -inch diameter sampler 'y" number of inches, lt. Indicates ground water encountered after 24 hours, Z mm indicates depth at which soil samples were taken,-- indicates auger refusal. d, Indicates caving, 9� SWELL - CONSOLIDATION TESTS 100 300 im 3M 5M 10M zu,uuu Q,VUV APPLIED Test l . 1t 3° Sall ri tion: Fine- rained sand l medium dense m l t calcareous,. rust brown Test Hole No,11 calcareous rust brown JOB NO. 15-397 FIGURE3 Water added to sample '0 Test Hole No,11 calcareous rust brown JOB NO. 15-397 FIGURE3 JOB . -397 FIGURE 3 I I BRA,CE INALL'S" _IQ",P & E3CUT", P ER WELL SUC)PED 12 PRIOR TO BACKRLUNG 10 FT, N41W DC) NK"T DIKE WHH' 0D OR E'DGING 71-,7 .... ...... TOP WEU —C%.)MPAC,,ED 12" 0' B A K "1" 11". w. GRADE, BE 'M ERATF�f _ Y CO M P A" i BACKFH-L, FLOOR Si_e`, POLYEETHYILENE GLUED TO WAU_ EXTENDED ALONG 'FHE EXPANS!GN J0iN_F__, BOTTOM OF THE EXCAVATiON, 5# BUIL.D�NG FELT w-..0 NQ 'c", TO 1 1/2" CLE',WN GRAVEL 4" tori iNj'—,- 4" DIAMETER PERFORATED P�Pr`__, \-,,,SLOP . E DRAIN PIPE 1/8" PER FOOT TO 12" MIN. DAYUGHT, OR TO A SUMP P�T, ff TO DAYUkGlIiT, COVIE'R END WITH SCREEN, jQjSTENED AND E. ACKFILL ARO! Nr) FOUNDATION SHOULD BE (,_'0,,\,l,PAC'TED AND THE FINAIL, GRADE SHOULD BE WELL S[-OPED TO PRE('11i.JDE PONDING OF RAINFAI L, IRRIGAI-ION WA'llt_,JR, AND SN'OW IMELT ADWACENT TO F - OUNDATION WALLS, CALTTION- A DO NOT DIKEE. OR !MPEDE TI -1E FLOW OF WATER AWAY FROM Fr-I UND OTION WALLS W!"I'H SOD, E-DvGING OR DrE_C0RATlV't'__ GRAVEL AND POLYE-THYLL.Nt. (DOWNSPOUTS AND &LL COCKS S�IOULD DISCHARGE INTO SPLASH BI 0(_KS OR L.ONG EXI-ENSIONS. DRAIN SYSTEM BELOXN" GRADE ANDBACKFILL DETAILS (FOR F001ING FOUNDA110N) DE"TAIL I I ;7o 4'-0" MINIMUM XCORAT` VE GRAVE... OR BARK AREA. SOil- TO BE SLOPED AWAY FROM FOUNDATION N 01- E: P IlHLC- r A MSLF " N ROVIDE INIMUM OPE O 6 FIRST 10'-0" FROM 1-101USE, (10%). HOULD 2, DOWNSPOuTS AND EXTEN'SI.ONS S E FOUt,CAIPON EXT'E'INDEED 5'--0" BEYOND 11HC r Important Infon-nation About the Report The data collected by Colorado Geoscience & Design, Inc. during this investigation was used to provide geotechnical information and recommendations regarding subsurface conditions on the site investigated, the effect of those conditions on the proposed construction, and the foundation type for the named client. The stratification lines indicated on the boring log are approximate, and subsurface conditions encountered may differ from those presented herein. This uncertainty cannot be eliminated because of the many variabilities associated with geology. For example, material and engineering characteristics of soil and bedrock may change more gradually or more quickly than indicated in this report, and the actual engineering properties of non -sampled soil or rock may differ from interpretations made based on boring logs. Quantitative conclusions regarding the performance of geotechnical structures prior to construction are not possible because of the complexity of subsurface conditions. Rather, engineering judgments and experience are used to estimate likely geotechnical performance and provide the necessary recommendations for design and construction. Put another way, we cannot be sure about what is not visible, so the collected data and our training and experience are used to develop predictions and recommendations, There are no guarantees or warranties implied or expressed, The owner and/or client must understand that uncertainties are associated with geotechnical engineering, and they, the owner and/or client, must determine the level of risk they are willing to accept for the proposed construction. The risks can be reduced, but not eliminated, through more detailed investigation, which costs more money and takes more time, and through any appropriate construction. which might be recommended as a result of that more detailed investigation. To reduce the level of uncertainty, this report was prepared only for the referenced client and for the proposed construction indicated in the report. Unless authorized by Colorado Geoscience & Design, Inc. in writing, the owner will assume additional geotechnical risk if this report is used for any construction that differs from that indicated in the report. Our firm should be consulted well before changes in the proposed construction occur, such as the nature, size, configuration, orientation, or location of any improvements. Additionally, the knowledge and experience of 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 firrn to determine if additional investigation or revised recommendations 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 under a surcharge pressure (loading) of 1000 pounds per square foot (PSF), the ineasured 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 tire initial sample height, at the indicated surcharge pressure. Swell Potential Chart WELL POTENTIAL AT 1,000 LBS. CLASSIFICATION 0 toY2% Non-expansiveNery low !,F vi, to 11/2% Low I V2 to 31/2% Moderate 3,/z to 6% High 6 to 8% Very High 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 damage as follows: Low - minor slab cracking, ininur differential movement, and heave Moderate - lab cracking and differential movement, partial framing void and furnace plenum closure. High to Very High - large slab cracking and difTerential movement, closed voids, closed furnace plenum, and possible pipe rupture. These effects are based on monitoring and observation by several firms in the Denver metropolitan area and are not limited to the relative swell classification, More or less damage can occur in all classifications because of dre uncertainty associated with subsurface conditions and geotechnical engineering. It is important to note that measured swell or soil expansion is not the only geoteclulical 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 afTect structures on expansive soils and bedrock. Typically, irrigated landscaping increases the soil moisture content above the pre -constructed water content. Slabs, pavements, and structures significantly reduce evaporation of the soil moisture. Therefore, post - construction heave and resulting damage to buildings and other improvements are likely to occur on sites with expansive soils because of the high probability that subsurface moisture content will increase as the property and surrounding area is developed. Poor owner maintenance, such as negative slopes adjacent to foundation walls and irrigated landscaping adjacent to the foundation, also will significantly increase the risk of damage from expansive soil and bedrock. The property owner, and anyone he or she plans to sell the property to, must understand the risks associated with construction in an expansive soil area and also must assume responsibility for maintenance of the structure. The owner and prospective purchaser also should review "A Guide to Swelling Soilsfir Colorado llornebqyers 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, i�Report" • ' e :: r Prepared by: Tracy Savoy ♦4 �' � �' ''� � ....tt, t, Ott y,a �x The following pages summarize the heat gain and heat loss of the building using the RCCA Manual J8 calculation procedure. The calculations are based on the information given to Savoy Engineering Group in the furin 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 1 I AC 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 17.0 which is an RCCA 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 HVAC duct layout installed on-site DOES NOT snatch 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 locationµ 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 Ideating, Refrigeration, and Air Conditioning Engineers (ASHRAM). Savoy Engineering Group therefore assumes no liability for final equipment selection or final system design. Various modifications to the information provided. to Savoy Engineering Croup 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. �77777.. ,.�htt.a' Average climate in Wheat Ridge, Colorado Based on data reported by over 4, 000 weather stations htj -Rid j,:// a ii..V✓iF4tM t t/N�Wheat �R w�ww.,Dlt�-data�com/C`��/C`�t�`i SU_MMARY The ACCA Certified Load Analysis includes: 0 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 duct loss: o Basement & Main Fl- CONDITIONED SPACE duct location o Upper Floor: VENTED ATTIC duct location Fk6port SEG 0416-003 — Page 5 Per Energy Star: 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. , or next Listed Output Heat Capacity must be sized at 100-140% of Design Total Heat Loss nominal size unless a larger size is dictated by the cooling equipment selection. Job: SEG 0416-002 AED Assessment Date- Apr 08, 2016 J�en* Entire House sy. Tracy Savoy SAVAt Savoy Engineering Group Phow (801) 949-5337 Web: wv"Ioad-telculafiGnsCOM For: Yukon Grove Plan C - Cottage W/O Bonus Lot 2�0, 3300 Yukon Ct, Wheat Ridge, CO Location: Denver Stapleton Intl AR CO, US Elevation: 5285 ft Latitude: 40ON Outdoor: Heating Dry bulb (T) -7 Daily range (T) - Wet bulb (T) - Wind speed (mph) 15.0 Mau' of 0" XEDW �iAaximurn hourly glazing load exceeds average by 41.6%. diversity (AED), based on AED limit of 30%. �Voo uate exsure I 2016-APr-08 M08:44 wrightSOft' Right-SuAe@ Universat 2017 17,0,01 RSU13868 Page I Calc = W8 House Front laces: W ..YukonA FH Lot IMyukon Plan C CTG - Lot 20,rup Indoor: Heating Indoor temperature (OF) 72 Design TD (T) 79 Relative humidity N 50 Cooling Moisture difference (gr/lb) 67,6 95 Infiltration: 27 (H 59 7.5 Mau' of 0" XEDW �iAaximurn hourly glazing load exceeds average by 41.6%. diversity (AED), based on AED limit of 30%. �Voo uate exsure I 2016-APr-08 M08:44 wrightSOft' Right-SuAe@ Universat 2017 17,0,01 RSU13868 Page I Calc = W8 House Front laces: W ..YukonA FH Lot IMyukon Plan C CTG - Lot 20,rup Job: . HouseComponent Constructions Date: Apr 08, 2016 Entire GroupSavoy Engineering Phone: (801) 949-W7 Web� vmw1oad-carculations-Coth For: o . • .•e 0 i.• Lot 1 !tMYukon . Ridge, • 2016 -Apr -08 W08:a4 ri htSO ' Right -Suite& universal 2097 17.0.01 RSU13868 Page 1 ...Yukon A FH Lot 19tYukon P#an C CTG - Lot 20.rup Calc = We House Front faces= W Indoor: Heating Cooling Location: Denver Stapleton Int°I Ali, CO, US Indoor temperature (°F) 72 75 Elevation: 52.85 ft Design TD CF) 79 50 2 50 Latitude: 40ON Heating Cooling Relative humidity Moisture difference (gr/lb) 87.6 -45=4 Outdoor: Dry bulb CF) -7 95 Infiltration: Daily range (°F) 27 ( H Method Simplified p Wet bulb (°F) 59 Construction quality Wind speed (mph) 15.1? 7.5 Fireplaces dight Construction descriptions fir Area a -value Inscul tg NTMI rr.=F t1t loss 019 H"TM Gain if at .T, Walls 15813-0wc-10. Bg wall, heavy dry or light damp stall, 2"x4" wood Int frm, n 221 0.045 13.0 3.56 784 0 0 0 concrete wall, r-13 cav ins, 8" thk, 112" gypsum board int fresh e 284 0.045 13.0 3.56 1008 0 s 275 U45 13.0 3.56 976 0 0 w 224 0.045 13,0 3.56 798 0 0 all 1003 0.045 13.0 3.55 3565 0 0 Yukon Plan AG Stucco Mali: Fran wall, stucco ext, 112" wood shth, r-8 n 59 0.045 22.0 3.56 209 0.75 44 77 batt ins, r-14 spray foam ins, 112" gypsum board Int fnsh, 2°"x6" wood s 103 0.045 22.0 3,56 367 0.75 frm, 16" o.c. stud w 382 0.045 22.0 3,56 1357 0.75 285 all 544 0.045 22.0 3.56 1933 0.75 406 Yukon Plan AG Vinly Wald: Fran wall, vnl ext, 112" wood shin, r-8 batt ins, n 330 0.045 22,0 3.56 1173 0.75 0.75 247 229 r-14 spray foam ins, 1I2" gypsum board int fnsh, 2"x6°" wood frm, 16" e 307 0.045 22.0 3.56 1092 o.c, stud s 390 0.045 22.0 3.56 1387 0.75 299 at! 1027 0.045 22.0 3.56 3652 0.75 767 Yukon Plan Window Well: Concrete wait, 2"x4" wood int frm, 8" thk, r-13 n 29 0,077 13.0 6.08 176 0.92 27 31 cav ins, 112" gypsum board Int fnsh w 34 0.077 13.0 6.08 207 384 0.92 0.92 58 all 63 0.077 13.0 6.08 Partitions 121 -Osw: Frm wall, 112" wood shth, r-19 cav ins, t8" gypsum board Int 171 0.068 19.0 5.37 919 0.70 120 fnsh, 2"'x6" woad frm, 16" o.c. stud Winnows 4A5a2ov: 2 glazing, cir low -e outr, air gas, vni frm gnat, ctr innr, 112" gap,. n 10 0.340 0 26.9 269 12.0 120 1130 114" Ink; NFRC rated (SHGC=0.27) n 94 0,340 0 26.9 26.9 2525 672 12,0 12.0 301 n 25 0.340 0 e 44 0.340 0 26.9 1168 32.3 1404 48 0.340 0 28.9 1276 17.8 846 w 88 0.340 0 26.9 2364 32.3 2841 W 25 0.340 0 26,9 672 323 807 all 333 0.340 0 26,9 8944 22.4 7450 4A5-2ovd: 2 glazing, clr low -e outr, air gas, insulated vinyl frm mat, cdr n 48 0.340 0 28.9 1289 12.0 577 1550 innr, 112"° gap, 114" thk, NFRC rated {SHGC=0.27} w 48 0.340 0 26.9 1289 32.3 22.2 2127 all 96 0.340 0 26.9 2579 2016 -Apr -08 W08:a4 ri htSO ' Right -Suite& universal 2097 17.0.01 RSU13868 Page 1 ...Yukon A FH Lot 19tYukon P#an C CTG - Lot 20.rup Calc = We House Front faces= W Doors II DO: Door, wd so type Ceilings 16B- Dad: Attic ceiling, asphalt shingles roof mat, r-50 cell ins, 1/2" gypsum board int frish Floors 20P -30t: Fir floor, frm fir, 10" thkns, r-30 cav ins, gar ovr 21A -32t: tag floor, heavy dry or light damp soil, 10" depth w 24 0.390 0 30,8 739 10,8 260 n 20 0,390 0 30,8 619 10.8 218 ail 44 0,390 0 30.8 1359 10,8 478 952 0,020 50,0 1,58 1504 1,03 976 25 0.035 30'0 237 69 GAO 10 927 0,020 0 1,58 1464 0 0 2016 -Apr -08 09:08.44 wif" ightSOft' Righr,SufteS Universal 2017 ITOV R6U13ffi8 Page 2 ...Yukon A FH Lot 19X'Aikon Plan C CTG - Lot 20,rup Colo = W8 House Front faces; W Load Short Form Entire House Savoy Engineering Gro Phow (801) 949-5337 Web: wvmtoad-catculations,com For-, Yukon Grove Plan C - Cottage W/O Bonus Lot 20, 3300 Yukon Ct, Wheat Ridge, CO Job. SEG 0416-002 Date: Apr08,2016 Sy: Tracy Savoy Htg Cig Infiltration Outside db (*F) -7 95 Method Simplified Inside db (*F) 72 75 Construction quality Tight 0 Design TD (*F) 79 20 Fireplaces Daily range - H Inside humidity (%) 50 so Moisture difference (gr/lb) 68 -45 riellEATING EQUIPMENT COOLING EQUIPMENT Make Trane Make Trane Trade XB90 Trade TRANS Model TUCIB060A9361A* Cond 4TTR3036GI AFRI ref 2008193 Coil 4TXCB036BC3 AHRI ref 7919912 Efficiency 92.1 AFUE Efficiency 10,5 EER, 13 SEER Heating input 60000 Btuh Sensible cooling 30960 Btuh Heating output 56000 Btuh Latent cooling 3440 Btuh Temperature rise 56 OF Total cooling 34400 Btuh Actual air flow 1106 cfm Actual air flow 1050 cfm Air flow factor 0,032 cfm/Btuh Air flow factor 0.053 cfm]Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H20 Space thermostat Load sensible heat ratio 1.00 ROOM NAME Area Htg load Cig load Htg AVF Cig AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) PWDR 33 875 224 28 12 Linen 18 0 0 0 0 Stairs 1 93 0 0 0 0 Coats 14 0 0 0 0 Mud Room 55 1186 304 39 16 Pantry 14 0 0 0 0 CHS 5 0 0 0 0 Dining 167 2596 2465 84 131 Chase 9 0 0 0 0 GR / Kitchen 520 6867 5709 223 304 Stairs 2 68 0 0 0 0 Master Bedroom 238 5409 4013 176 214 WWIC 42 0 0 0 0 M. Bath 125 2635 1550 86 82 WCL 18 0 0 0 0 Bath 2 50 665 356 22 19 Calculations approved by RCCA to meet all requirements of Manual J 8th Ed. 2016-A,pr-08 09:08:44 A_ + wrightsoft' RightSuAAUniversal 2017 1T0,01 RSU13868 Page 1 Z& ..YukonA FH Lot 191Yukon Plan C CTG - Lot 20-rup Calc = W8 House Front faces: W CH 5 0 0 {} 0 0 0 Linen Bedroom 2 119 0 2600 0 2072 85 110 CL 2 18 51 0 697 0 232 0 0 12 Laundry Bedroom 3 194 3577 1371 116 73 0 CL 3 18 0 0 0 0 0 Upper Hall 79 0 0 0 0 0 Stairs 74 0 0 8 0 Bath 47 806 250 6671 1438 217 76 Basement Entire blouse d 2805 34058 19733 1106 1050 Other equip leads 8703 2203 Equip. @ 1.00 RSM 21937 Latent cooling 0 TOTALS 2805 42761 29937 9106 1050 Calculations approved by ACOA to meet all requirements of Manual J 8th E, 2016 -Apr -08 09:0Ei44 r Q Right•SuAe& Universal 2017 17.0.01 RSU1 Pape 2 ...YukonA FH Lot 19FYukon Pian G CTG, Lot 20.rup Laic = WS House Front faces: W Right -JO • Entire House Phow (801) 949-5337 Web: wvmload-calcutationsxom Emmml�Y 1111 jim 2016 -Apr -08 09,0&W -4*- W"Oh"Oft' Right-SuiteS Universal 2017 17.0.01 RSU13868 PagII ... YukonAFH Lot 19NYukon Plan C CTG- Lot 20-rup Cale -W8 House Front fac-es: W Right -J@ Worksheet Entire House .dot.: SEG 0416-002 M. Apr }i 2016 By: Tracy Savoy vRight-SureV} A85 4,14- Right -JO Worksheet Entire House ♦ "t -f. Phnn- IRMI QA(LriTA7 Mon, load -ca leulafionSXOM By: Tracy Savoy - - -------- - ----- ----- 2016-Apr-08 09:08 41- vvriqhtSO Right-SuiteO Universal 201717.0.01 RSU13M Pa ,.,�.ko�,AFHL.tl9\Y.k.,,Pt.riCCTGL.t2OruP Calc -Wit House Front faces: W Right -JO Worksheet SavoyEntire House • * Group Job; SEG 0416-002 Date. By, Tracy Savoy Calculations approved by ACCA to meet all requirement,s-,of Manual J 8th Ed--- 2016 -Apr -08 W08:44 a 002 atRight-JO Worksheet DSSG: Apr 8, zti016 �� Enure House By, 'Tracy Savoy Savvy Engineering Group 2016 -Apr -08 Oq:08:44 -44- wrightsoft' R�ght-SutreO Universat 2017 17,0,01 RSU13868 Page 5 .,.Yukon A FH Lot 19\Yukofl Plau C CTG - Lot 20,ruP Calc - W8 House Front faces: W Right -J@ Worksheet Entire House Phone: (801) 949-5337 Web: mowload-calculations.com Sy: Tracy Savoy IMAM&, 2016 -Apr -08 09:08A4 AC -+'V%frI9ht5Oft' Rit;WSufteO Universal 2017 17,0.01 RSU13868 Page 6 ... Yukon A FH Lot 19kYukon Plan C CTG - Lot 20.rup Catc = W8 House Front faces: W Righ"O Worksheet Entire House M-- -- nAQ 9117 Wh rom By: Tracy Savoy r. 2016,Apr-08 08: 1 9�30 Aft4J4- wrightsoft' Right-Sudog) Universai 2017 17A01 RSU13868 Page 7 , ,, Yukon A FH Lot 19NYukon Pian A FH - Lot 19,rup Calc - WS House Front faces: W Right -JO Worksheet Entire House IMSENOWN Fq*•j �;# L -M 320MR03EM A I - - IFII MM p"m 2, 2016-Apf-08 VJ:08 A+ wrightsoft Rrght-SurteO Universal 2017 ITA01 RSU13868 Pagl .�.on A FH Lot 19\Yukon Plan 0 CTG - Lot 20-rup Caic - W8 House Front faces� W Job 6-002 Right -JO Worksheet Dat s 8, 016 Gate;. Apr 08, 201f> Entire House By. Tracy Savoy Savoy Engineering Group Calculations approved byACCAto meet all requirements• A,�- *., +Yu e„s I;.,`tt ss Vkr'�.srq.�=�k HouseRight-JO Worksheet Entire Q: w *6. Page 10 .,,YukonA FH Lot 19\Yukon Ran C CTG, Lot Right -JO Worksheet Entire House Job: $ED 0416-002 Date: Apr 08, 2016 By; Tracy Savoy MUM= g4of"gItUR 201(5 -Apr -08 09:08:44 A+ WflghtSOft' Right-SudeO Universal 2017 1T0,01 RSU13860 Page 11 .-Yukon A FH Lot 191YUkon Plan C CTG - Lot 20,rup Calc m W8 House Front fac0s: W Right -JO Worksheet Entire House T. --- 1-1 .10 Aqq7 Wh� -OM U. Apr 08, 2016 By: Tracy Savoy 2016 -Apr -08 WO& 41W VVright,150ft` Right,SurteO Universal 2017 IT0.01 RSU13868 Page -Yukon A Ff4 Lot 19NUkon Plan C CTG - Lot 20,rup Cale = W8 House Front faees: Right -JO • Entire •: Phnnp,IAOIq4g-5337 Webimmload-calculations.com Mold ammmumm 2016 -Apr -08 09:08:44 Aft�414- wrightsoft Right-SuAeS Universal 2017 1T0,01 RSU13868 Page 13 ,.,YukonA FH Lot lg\Yukon Plan C CTG - Lot 20,rup Calc = W8 House Front faces� W Right -JO Worksheet Entire House Phfilnxa_37 Web, vwmload-calculations-com MINIM -- - --- -- - ---- ---- ---- --- 2016-Apr-08 09M: vvriqhtsoft� Righl-Suite& Universe 2017 17A01 RSU13868 Page Aftk ..YukonA FH Lot l9kYukon Pian C CTG - Lot 20,rup Cate = W8 House Front faces� W I ar roject SummaryEntire House Savoysom { • Gro a a Project I n f ormabon For: Yukon Grove Plan «- Bonus Lot 20, 3300 Yukon Ct, Wheat Ridge, CO Notes, Joy Valentine Coot Sunshine Heating:. Design Information Outside db _7 'IF Inside db 72 "F Design TD 79 OF Heating Summary N Structure 29406 Btuh Ducts 4652 Btuh Central vent (122 cfm) 6703 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment lead 42761 Btuh Method Simplified Construction quality Tight Fireplaces 0 • i { Heating Coolin Area (W) 280 :t (ft) 16964 16964 changes/hourVolume Air N t. Equiv. AVF (cfm) 42 23 • i { Outside db Trane TradeMake XB90 Model TUC1B060A9361A* AHRI ref 2008193 Outside db 95 OF Inside db 75 OF Design TD 20 OF Daily range N Btuh Relative humidity 50 % Moisture difference -45 gr/lb Structure 16166 Btuh Ducts 3545 Btuh Central vent (122 fm) 2203 Btuh Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.06 Equipment sensible load 21937 Btuh Latent Gaoling Equipment Load Sizing Structure 425 Btuh Ducts -236 Btuh Central vent (122 cfm) -3092 Btuh Equipment latent load 0 Btuh Equipment total lead 21937 Btuh Req, total capacity at 0.90 SNR 2.0 ton Cooling Equipment Summary Make Trane Trade TRANS and 4TTR3036G1 Coil 4TXCB036BC3 ref 7919912 6 • + M Job: EG 0416-002 Manual S Compliance Report DatSe: Apr 08, 2016 it,I I *' Entire House By: Tracy Savoy SAN �\ I N("Ns'k Savoy Engineering Group Phl (801) 9495337 Web: www.�oad-calcuiatiotis.com Project Infonnation rA1fiff&L* =-Z-7rffi%M'AFTJffW,14 !it Cooling Equipment Design Conditions Outdoor design DB: WOOF Sensible gain: 21937 Btuh Entering coil DB' 78,9°F Outdoor design WB: 59,0'F Latent gain: 0 Btuh Entering coil WB: 61-70F Indoor design DB: 75VF Total gain: 21937 Btuh Indoor BH: 50% Estimated airflow: 1050 cfm 11111� lglpllqllyl-� III Jill 21 Manufacturer: Trane Manufacturer, Model:4TTR3036G1+4TXCB036BC3 Actual airflow: 1050 cfm 56000 Btuh Sensible capacity: 25246 Btuh 115% of load Latent capacity: 1693 Btuh 0% of load Total capacity: 26939 Btuh 123% of load SHR: 94% Heating Equipment Design Conditions Outdoor design DB: -7.07 Heat loss: 42761 Btuh Indoor design DB: 72.0°F Equipment type: Gas furnace Manufacturer, Trane Actual airflow: 1106 cfm Output capacity: 56000 Btuh zmm��� 2016 -Apr -08 09:08:57 right iii Right,Stster& Universal 2017 17.0,01 RSU13868 Page I ... YukonA FH Lot 19\Yukon Plan C CTG - Lot 20.rup Cale = W8 House Front faces! W Duct System Summary Job; SEG 0416-002 Date: Apr 08, 2016 Entire House By: Tracy Savoy Savoy Engineering Group Phoric (801) 949-5337 Web: wwwmad-calculations,corn Fnect intormation ------ For: Yukon Grove Plan C - Cottage W/O Bonus Lot 20, 3300 Yukon Ct, Wheat Ridge, CO 2016 -Apr -08 09:08:57 Lk. + wrightsoft' Right -Suit ee Universal 2017 17,0,01 RSU13868 Page I �m " . Yukon A FH Lot 19kYukon Plan C CTG - Lot 20,rup Calc = W8 House Front faces: W Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.29 in H20 029 in H2O Available static pressure 0.21 in H2O 0,21 in H20 Supply / return available pressure 0.146 10.064 in H2O 0146 / 0.064 in H2O Lowest friction rate 0.073 in/1 00ft 0.073 in/1 00ft Actual air flow 1106 Ofm 1050 cfm Total effective length (TEL) 288 ft 2016 -Apr -08 09:08:57 Lk. + wrightsoft' Right -Suit ee Universal 2017 17,0,01 RSU13868 Page I �m " . Yukon A FH Lot 19kYukon Plan C CTG - Lot 20,rup Calc = W8 House Front faces: W Supply Branch Detail Table .................... Actual Ftg.Eqv u Ln (ft) Ln (ft) Basement h 3335 10 ral'i 38 6,0 OX0 MO 130O OasementA h 3335 10ii 38 fr w...::0 O 1500 Bath h 250 4,0 OX0 95 150O st7 Bath 2 h 665 22i 04O 19 OX0 325 135O St3 Bedroom 2 c 2072 W 110 7O Ox120.0 st3 Bedroom 3 h 3577 116 73 7,0 OX 55,5 120.0 st4 j Dining c 2465 8 131 7.0 OX0 15O 135,0 st8 GR / Kitchen c 1427 56 76 6,0 Ox 0 29.5 140.0 st5 GR / Kitchen -A c 1427 56 76 6,0 OXIf. st5 GR I Kitchen -B C 1427 56, 76 6,0 OX0 15,0 145.0 st7 GR / Kitchen -C c 1427 5&�! 76 6,0 Ox 0 O IMO st8 Laundry h 697 2 2 2 4.0 OX0 45,0 140.0 st4 M. Bath h 2635 8; 82 6.0 OX0 X5 130,0 st3 Master Bedroom c 2007 07 107 7,0 OX0 445 135O st4 Master Bedroom -A c 2007' W 107 7.0 OX0 51,5 130,0 st4 Wd Room h 11861 39 1 16 4.0 OX0 29.5 170,0 st6 PWDR h 875 2 1 2 4 O OX0 6 2016 -Apr -08 09:08:57 Lk. + wrightsoft' Right -Suit ee Universal 2017 17,0,01 RSU13868 Page I �m " . Yukon A FH Lot 19kYukon Plan C CTG - Lot 20,rup Calc = W8 House Front faces: W 2016 -Apr -08 W08:57 i ' Right-SurteO Universal 2017 97.0.01 RSU13868 Page 2 ...Yukon A FH Lot 191Yukon Pisan C CTC - Lot 20.rup Calc - W8 House Front faces: W Supply Trunk Detail Table Trunk • _ r. *Type $ aa Peak :. t 11 t 0101 t_a StI ._A r 656 11.7 ShtMetl • Mri • # O073 151 5,3 ht et Peak AVF 351 ti 0,073 Nt i t.wY + kt yoR t # ShtMetl Peak µ •# 45 i•t t M st2 „,. 11, tt 1 f 674 12J0 t Retum Breach Detail Table Grill HxW Stud/Joist Size (in) (in) Opening (in) • 1! i ! «« 1 � i t t � t Return Trunk Detail Table I�Trunk t o t 'k t w y i Type I��� * tMaterial 2016 -Apr -08 W08:57 i ' Right-SurteO Universal 2017 97.0.01 RSU13868 Page 2 ...Yukon A FH Lot 191Yukon Pisan C CTC - Lot 20.rup Calc - W8 House Front faces: W 0 Basement Trane Condenser: 4TTR3036EI Coil: 4TXCB036BC3 Furnace: TUCIB06OA9361A* Job MIl SEG 0416-002 ll IV. Yukon Grove Plan C - Cottage W/O Bonus Lot 20, 3300 Yukon Ct Wheat Ridge, CO IMAW I RNMI A a 12 VAMOMM Scale,- I 75 Page 1 Right-Sude@ Universal 2017 IT0,01 RSU13868 2016 -Apr -08 09,09:41 —19\Yukon Plan C CTG - Lot 20.rup 0 Job #: SEG 0416-002 w Lot 20, 3300 Yukon Ct Wheat Ridge, CO Scale: I : 75 Page 2 Right-Sufte@ Universal 2017 171 01 RSU13868 2016 -Apr -08 09:09:41 —19\Yukon Plan C CTG - Lot 20.ru_p N 4x12 116 cfm Bedroom 3 Staws 2 7" CLI 3 "'1 $X4 'j, 23 cfm "j CL 2 Laundry Upper Hah 4" iY 7" Master Bedroom I aw� Job0416-002 Performed by Tracy Savoy for: Yukon Grove Man C - Cottage W/O Bonus Lot 20, 3300 Yukon Ct Wheat Ridge, CO 12x4 107 P.1 Phone� (801) 949-5337 www.load-calculabons.com 1 6 or M,Bath scale, I : 75 Page 3 Right-Suke@) Universal 2017 17ffOl RSU13868 2016 -Apr -08 09:09:42 https://wwx,v,comfortsite.com/EBizJAppiication/prodtictlnfo/Perfonnanc... 112" 4/23/2015 High SpeeJJNI��1 EMEI�=Mmi I �i 511111111 Ili 7 llail Outdoor Model 4TTR3024G1 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 1125 Rated with 25 Feet 5/8 suction 3/8 liquid lines O.D.D.S. I.D.W.B. TOTAL CAPACITY SENSIBLE CAPACITY SYSTEM 72 1 75 1 78 Kw 85 59 22.50 Airflow 700 21.70 Total Capacity O 98 85 Sensible Capacity 193 14.30 Compressor Kw 0 9 19.90 Rated with 25 Feet 5/8 suction 3/8 liquid lines O.D.D.S. I.D.W.B. TOTAL CAPACITY SENSIBLE CAPACITY SYSTEM 72 1 75 1 78 Kw 85 59 22.50 17.50 119,601 21.70 22,10 1.87 85 63 23,50 14.30 1 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 0 20.50 [n 1.96 95 63 21.50 13.50 1730 1.98 95 67 2100 10.50 12.60 1430 16.10 2.00 105 63 19.50 12.70 14.80 16.90 18.30 2,08 105 67 20.80 9.70 11.80 13-90 1530 2J0 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 14.50 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 wetcoil All temperatures in Degree F back I of 1 4/23/2015 8:33 AM - TAG: Condensing Gas Furnace Single Stage 17 112' 16-114`° 19-9/1628-1/2" 28-112" 2" DIAMiETER 2" DlAlETER 518"° OUTSIDE AIR 112" 4-1/ .,.. r LLE CONNECT 12" r 7f8" DIA. HOLES « ` ELECTRICAL CONNECTION 7•i/2 1-112" DIA, HOLE GAS CONNECTION 7f8" DIA. KO .' 1/2 ELECTRICAL SUPPLY 6 (ALTERNATE) 314°` r, 718" DfA. KO. 28-1/4 , %/ ' �'`,.. r, ELECTRICAL ~ ` rSUPPLY 40 (ALTERNATE) 30-5f8 '` r 6 1-518 1-112" DIA. K.O. CAS CONNECTION 20',114" �` ; `, ` , (ALTERNATE) 314" 22-112'R r, ` \ ` , " uy rs 1-118" DIA.K.C}, CONDENSATE DRAIN ® Alternate r + R S 24-1132" 5" '>161 „ 1-7/8"' X 718" SLOT K.O. r,�„ CONDENSATE DRAIN (FOR HORIZONTAL) r �e y FURNACE AIRFLOW (CFM) VS. EXTERNAL STATIC PRESSURE (INS, w.g.) MODEL 0.70 0.80 0,90 TUC1B060A9361A 1394 1359 1314 1260 1122 1038 945 843 - MED. -HIGH - Blue 1250 1232 1202 1160 1106 1040 962 873 771 - MED. -LOW . Yellow 1102 1092 1069 1034 986 925 852 766 668 - Be 957 944 922 891 806_L 50 686 614 CFM VS. TEMPERATURE RISE Cubic Feet Per Minute (CPM) MODEL 90E50 11100 '1200 1300 1400 TUC1 B06OA9361 A 56 45 42 39 36 0 006 Americans Standard Inc. 10!06 TYPE /"Horizontal RATINGS U2 _Lpflow Input BTUH 60,000 Capacity BTUH (ICS) (D 56,000 AFUE 92.0 Tarn 2.rise Min, -Max.) IF, 30-60 BLOWER DRIVE DIRECT Diameter -Width (in.) 10x7 No. Used 1 Speeds (No.) 4 CFM vs, in. w.g. See Fan Performance Motor HP 1/3 R.P.M. 1075 Volts/Ph/Hz 115/1/60 COMBUSTION FAN - Type Centrifugal Drive - No. Speeds Direct - I Motor HP - RPM 1/55-3000 Volts/Ph/Hz 115/1/60 F.L. 41- 3/4 x 19-1/2 x 30-1/2 FILTER — Furnished? NO Type Recommended High Velocity Hi Vel. (No,-Size-Thk.) I - 17x25 - I in. VENT COLLAR�_ 2 Round RUMdRANGER Type -Fired Alum. Steel -Unfired Gauge (FiredL ORIFICES — Main Nat,Gas, Cry. — Drift Size 3-45 L.P. Gas Qty. — D611 Size 3-56 PILOT SAFETY DEVICE Type Hot Surface, 1. ition Multiport Inshot Number #DWIER tONK =V/—Ph/Hz _0- 11511160 Ampacty (In Amps) 8.4 �Lax. gvercurrent Protec tion (AntoMs 5 — Mg CONN. DIMENSIONS HxWxD Crated (in.) 41- 3/4 x 19-1/2 x 30-1/2 ync eddn,_,4Q,,x_j7:Jj2,, WEIGHT Shipping (Lbs.) / Net (Lbs) 150/140 G) Central Furnace heating designs are certified by the American Gas Association Inc. Laboratories. ;) Ratings shown are for elevations up to ?000 feet. For elevations above 2000 feet; Ratings should be reduced at the rate of 4% for each 1000 feet above spa level, Q Based on U.S. Government Standard Tests. (D The above wiring specifications are in accordance with National Electrical Code; however, installations must comply with local codes, NATURAL GAS MODELS—Central heat- BURNERS — Multi -port, in -shot burners STYLING — Heavy gauge steel and ing furnace designs are certified by the will give years of quiet and efficient service. "wraparound" cabinet construction is American Gas Association for both natu- All models can be converted to L.P. gas used in the cabinet with baked -on enamel ral and L,P. gas. Limit setting and rating without changing burners, finish for strength and beauty. The heat com- W. derstandard rating conditions using Arner can National Standards Institute standard SAFE OPERATION — The Integrate System Control has solid state device which continuously monitor for presence of flame, when the system is in the heating M mode of operation, Slow opening, dual solenoid combination gas valve and regu- lator provide extra safety and quieter op- eration, outside. Since`Trane has apoitcyofContinuousWoduct and product data improvement, It reservesthe righnochange soadfica- tionsand design ,sithoutnotice. Technical Literature - Printed in U.S.A. Trans A business of American Standard Companies www.trane.com for E.A.C./humidifier. 0 1 range for most heating and cooling re- quirements, will switch from heating to cooling speeds on demand from room thermostat, The blower door safety switch when the blower door is removed, (Fan MI. WOOMM A�174� 4ipl� d with foil -faced fiberglass insu- is results in quiet and efficient due to the excellent acoustical • ting qualities of fiberglass. The integrated system control lights the • the room thermostat. Complete front ser- vice access. Melissa Macke y From: Jim Johansen <j ohansen@buildingc6com> Sent: Thursday, May 12, 201611;07 AM To: Melissa Mackey Subject: Re: 3320 yukon ct MLVWT#Tmw On Thu, May 12, 2016 at 10:44 AM, Jim Johansen <ohansenCa),buildini!cci.com> wrot Melissa, I The requirements for 3320"' ukou 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. I E ��ii .iNwMw�i�u .. {MAIN F.F. 7 ELEV =5505,7 { 1 { 0 { 'W" i IpwIMMF!1ti +` LOT 20 4 .J •s�e= w .+ GRAPHIC SCALE 1* -10' to 20 30 /Um ;= PROPOSED SPOT ELEVATION LANDSCAPE WALL 4` HMH OR LESS THAN THE LAMOSCAPE WAUS AS SHOWN HEREON ARE FOR SM �FORSTRUICTURAL I PURPOSES. THE SOILS ENGINEER SHOULD FINISH GRAM % EXISTM CONMMRS d x AVI HER. �i;I PROF 0. .. t ........ ... I .e . Itow- ��ii .iNwMw�i�u .. {MAIN F.F. 7 ELEV =5505,7 { 1 { 0 { 'W" i IpwIMMF!1ti +` LOT 20 4 .J •s�e= w .+ GRAPHIC SCALE 1* -10' to 20 30 /Um ;= PROPOSED SPOT ELEVATION LANDSCAPE WALL 4` HMH OR LESS THAN THE LAMOSCAPE WAUS AS SHOWN HEREON ARE FOR SM �FORSTRUICTURAL I PURPOSES. THE SOILS ENGINEER SHOULD FINISH GRAM % EXISTM CONMMRS d x AVI HER. �i;I PROF 0. .. CITY OF MEAT RIDGE PUSUC WORKS T Sidewalk should be RECEMD sdetached � i shown as cl WAGE(behind 5'anienity zone). � MAIN F,F. .7 tOF r to AVJACAMr1FV4'AV5M A •l '4 104 BOW cannot e . , # higher Heart TOW. r -' GRAPHIC SCALE V,-10, r i F.F. tt to 20 30 s. r4.r e .550 Walls 4' high or above r l r Y€€ to meet City standards. Wn'Yaeatrt rient t earns r € Note 2 at left . ! i y k. Slopes at the max. s properly landscape, , P recommends 4:1 max. due to :.. maintenance concerns. Retaining walls & terracing may � need to be incorporated into the design to achieve this. �,� � � ` ) Retaining galls; If any portion of as proposed retaining wall is "ear greater (including footing) rtGRADM PLAN SW)" ONLY tt f M r , Rw ra rest l e c4sl tre ell l'real ssac rraal to itae r lic rasr t lr �- tt�. ZM �� the. State of Colorado. 1 : to City o Wheatlel � VARY. Rel exrtrrra l cr ) �r ra st dar a .M_.,_.� j ..,,. u. it .,� wmww.mn..o-.wwwriw+e.., ww..s., , � u�«Nnn wwmnn... x, •�*` rk ) Direct roof drain downspouts in tla eirre..ctions as indicaat d herein to protect adjacent nt prope~rtie#s lrerraa stormAvaater runoff. I 12Grading :e"r°tific t on l-etter and an ILC team with spot elevations shall be regUirLLe d prior to C.O. to I �enstjre site: has been property graded.. U �w� 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