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HomeMy WebLinkAbout3245 Yukon Court�ZLr\/�lCv INSP? U ECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 C%% L/ �_ . Occupancy/Type Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing (I— At TC esff Cam Final Mechanical 36A CONAX--nKr- Roof Z nff P 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. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather The City of W att Ridge Third par Form hack List Property Address Perms Number Permit Issued Dw Property Owner InWmafton._, ? r Property Owner Address Drop off In parson Submit via email Permit counter n -d floor 7500 W. 29th Ave Wheat Ridge 00 800:z�:3 Meals add fir; s The City of Wheat Ridge 8peel' heck List notes LMidRoofsfs 7_ Roof Inspection N/A ❑ Pass Q Fail N/A D Pass D Fail Structural roof components ❑ N/A El' Pass M Fail Verify that no more than 2 layers of shingles exist ❑ N/A El pass F] Fail Flashing for roof and walls ❑ Pass E] Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) ❑ N/A Pass El Fail Verify sheahing nail pattern ( See policy & Proceedures', 1�/A D Pass ❑ Fail Crickets and saddles.where needed rN/A L� Pass E] Fail Vdrify B vent must have boot same guage as pip ❑ N/A' Pr Pass F1 Fail Verify vent caps N/A Pass [] Fail Verify no flashings are damaged or rusted ❑ N/A Pass E] Fail Step flashing shall be min. of 44 piece per shingle ,N/A El Pass n Fail Verify scuppers allow for proper drainage ['I N/A n Pass E] Fail Ice and water shield 2' in heated walls spaces E] N/A [Z Pass E] Fail Under layments must follow 2012 IRC / 2012 IBC E] N/A n Pass EJ Fail Verify roof slope for proper drainage ❑ N/A M Pass F-1 Fail Dripedge shall have min of 2" overlap F-1 N/A in Pass F-1, Fail Dripedge should extend down min 2" past roof deck Pass E] Fail Dripedge shall be mechanicaly fastened 12" OC KN/A N/A ❑ Pass E] Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 KN/A ❑ pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope N/A F-1 Pass El Fail Above roof insulation R-25 F-1 N/A P Pass E] Fail Below roof residential R-38 N/A F❑I Pass [] Fail Below roof commercial R-32 N/A El Pass ❑ Fail Modified Bitumen, EPDM. TPU min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspectio, Metal Roof Shingles Requirements N/A 0 Pass F-1 Fail Metal roof shingles shall not be installed on slope less 3:12 N/A F-1 Pass Fj Fail Metal valley flashing shall be the same material as roof N/A D Pass ❑ Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Requirements N/A El Pass ❑ Fail Clay and concrete tile shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment Company Name: Inspector signature: Date of Inspection: The City of Wheat Ridge Inspection Check List notes % A Notes 5DN/A Roof Inspection ❑ Fail N/A ❑ Pass ❑ Fail N/A ❑ Pass ❑ Fail N/A Pass ❑ Fail ❑ N/A Pass ❑ Fail Pass ❑ Fail ❑ N/A Pass ❑ Fail N/A Pass ❑ Fail ❑ N/A Pass ❑ Fail ❑ N/A Pass ❑ Fail ❑ N/A Pass ❑ Fail ❑ N/A Pass ❑ Fail N/A ❑ Pass ❑ Fail N/A ID pass ❑ Fail ❑ N/A Pass ❑ Fail ❑ N/A Pass ❑ Fail ❑ N/A Pass ❑ Fail ❑ N/A Pass ❑ Fail ❑ N/A Pass ❑ Fail N/A ❑ Pass ❑ Fail 5DN/A ❑ Pass ❑ Fail N/A ❑ Pass Fail ❑ N/A Pass ❑ Fail ON/A ❑ Pass ❑ Fail N/A ❑ Pass ❑ Fail The City of Wheat Ridge Inspection Check List notes Final Roof Structural roof components Verify that no more than 2 layers of shingles exist Flashing for roof and walls If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) Verify sheahing nail pattern ( See policy & Proceedures, Crickets and saddles where needed Verify B vent must have boot same guage as pip Verify vent caps Verify no flashings are damaged or rusted Step flashing shall be min. of 44 piece per shingle Verify scuppers allow for proper drainage Ice and water shield 2' in heated walls spaces Under layments must follow 2012 IRC / 2012 IBC Verify roof slope for proper drainage Dripedge shall have min of 2" overlap Dripedge should extend down min 2" past roof deck Dripedge shall be mechanicaly fastened 12" OC 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 Modified Bitumen, EPDM, TPO min slope 1/4:12 slope Above roof insulation R-25 Below roof residential R-38 Below roof commercial R-32 Modified Bitumen, EPDM, TPC) min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspectio Metal Roof Shinales Requirements N/A ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 D,N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material as roof N/A ❑ Pass ❑ Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Requirements N/A ❑ Pass ❑ Fail Clay and concrete the shall have a min. 2-1/2:12 slope Slopes 4,12 and under require double underlayment The City of Wheat Ridge lnspe�q ist notes Final Roof� Notes Company Name: Inspector signature: Date of Inspection: City of Wheat jj,�!g,c COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29`b Ave F: 303.237.8929 January 26, 2018 Owner/Occupant 3245 Yukon Court Wheat Ridge, CO 80033 Wheat Ridge, CO 80033-8001 P: 303.235.2855 RE: Previously permitted project plans available for retrieval — Permit 201601073 (Single Family Dwelling) 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.wheatrid eg co.us City of l W heat I�dgc COMMUNITY DEVELOPMENT www.ci.wheatridge.co.us City of Wheat Ridge Residential Roofing PERMIT - 201704645 PERMIT NO: 201704645 ISSUED: 07/24/2017 JOB ADDRESS: 3245 Yukon CT EXPIRES: 07/24/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration Storm asphalt shingles with 27sq Reroof house and attached garage 8/12 pitch *** CONTACTS *** OWNER (435)210-1395 CHRISTOPHER MARRERO 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: 14,611.06 FEES � - Total Valuation 0.00 Use Tax 306.83 Permit Fee 283.55 ** TOTAL ** 590.38- *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. 1** ► ! 4' City of Wheat Ridge Residential Roofing PERMIT - 201704645 PERMIT NO: 201704645 ISSUED: 07/24/2017 JOB ADDRESS: 3245 Yukon CT EXPIRES: 07/24/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration Storm asphalt shingles with 27sq Reroof house and attached garage 8/12 pitch I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thispermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be perfo and that all work to -bp performed is disclosed in this document and/or its' accompanying approved plans and specifications. 1f� �p> ��bor_3 �:�y I Signature�f OWNER or CONTRACTOR (Circle one) Date 1. This p rmit 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 maybe 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, any violation of any provision of any applicah. co or any ordinance or re ulaf on of this jurisdiction. Approval of work is subject to field inspection. m Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dan Schultzi / � _41/1� 1/4; - From: no-reply@ci.wheatridge.co.us \ Sent: Thursday, July 13, 2017 2:03 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application C ` Categories: Gina i> Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 3245 Yukon Ct Christopher Marrero 4352101395 N/A Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name New Vision Roofing and Exteriors Contractor's License 160147 Number (for the City of Wheat Ridge) Contractor Phone 3039170628 Number Contractor Email Address newvisionroof@gmail.com Retype Contractor Email newvisionroof@gmail.com Address DESCRIPTION OF WORK Are you re-decking the No roof? Description of Roofing Owens Corning Duration Storm Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 27 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES of all 27 roofing material for this project Provide additional detail Reroof house and attached garage 8/12 here on the description of i work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 14,611.06 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant New Vision Roofing and Exteriors Email not displaying correctly? View it in your browser. 3 CUSTOMER AGREEMENT Contingent upon Insurance approval New Vision Roofing & Exteriors LLC 7380 W. Calahan Ave, Lakewood, CO 80232 303-917=0628 Bob@New-Vision-Roofinq.com ACCREDITED BuIINESS New- Vision -Roofing.corn Licensed & Insured, BBB Accredited Property Owner Email Date Street Address Estimator '14, City, ST IP ,,/ Insurance Company ne ��/) T;�_O,;?xpF_ / Work Phone 'r dy Claim # • •Ful Partial Repair Damage: yec/ no Type: � CHOUSE GARAGE,, PATIO SHED SHED2 Roof Type: Drip Edge Color: 3�nsp ecking VKspect Flashings lean Up & Remove Debris Payment Options Full Partial R Damage: 7 gyres Type: STU CO VINYL WOOD OTHER: Style: Color: "Fu Partial Repair 5" —Re 6" —Comm. Alum. Steel / Ql Lf: Color: Work to completed according to the above specifications in the amount of: (not to in ude surance supplements, permit costs or any unforeseen construction costs) V lance due upon completion ❑ Cash sale/uito�SU RANCE AGREEMENT. The homeowner authorizes New Vision Roofing & Exteriors to represent their best interest in pu replacement costs for damages believed to be covered under homeowner's insurance and allows New Vision Roofing & Exteriors to deal directly with the insurance company regarding this claim. This contract does not obligate the homeowner or New Vision Roofing & Exteriors until the claim is approved by the insurance company, and accepted by New Vision Roofing & Exteriors. Upon approval of claim, New Vision Roofing & Exteriors will complete all specified work at a price agreeable to the insurance company (RCV only) and New Vision Roofing & Exteriors, with no additional cost to the homeowner except for the deductible. You have the right to rescind this contract and obtain a refund of any deposit within 72 hours after entering contract. If you plan to use the proceeds of a property and casualty insurance policy to pay for roofing work, you may rescind this contract within 72 hours after you receive written notice from the property and casualty insurer that your claim has been denied in whole or in part. Final agreed upon price will become the final contract price, regardless of estimated contract price above. New Vision Roofing & Exteriors shall hold in trust any payment received from homeowner until roofing materials delivered at site or a majority of roofing work has been performed. I (We) agree, by signing below, to all contract conditions on both front and back, of this agreement. Homeowner's Signature: Date of Acceptance: Homeowner's Signature: NVR Signature; � > m � � y CD v N o .a V 0 b o a z° 0 W 14 • m A 0 4J Q �q Q10, I` I a N .Ni p z aa w o 4 L A w m +p► v Cl u N w m 0b id Cl44 bmo m � E �' q a a C, an d W U V H p °� a u O i i,q0 tm 14 41 Nxfo°w moo ai qP F "Ua 00 mz 0 ri 10 b O u ti q4j o m+ s 3 UU p N �p Om N O a •i > Q o r'I h•' H .i Ao '1 q p7 O ,d U �a 0 to a z N w o A om m N V O w m mb ,moo A W il U o O x U ri H 0 b A u w a z m it m ° b m •w N mw y bi N o u 3§ w g A W W Q l� u b a z � � U m 0 •r, rl o u x ° 0 A 0 p O m u v N��yjN+ 'd Ldp, Q w A p U PO a .�-1 p p V I o &G m 0 N > O M a w to ° w 4J N O o .4 >vi N z 0 W u 93 Q u@ z ��a] imji - off V �d a {� •rl o } z R 1[-j1 a Q N W •V .1 A 41 41 ri 4J 43 q O ••�+ b OG U a w E ~ V tofip�� a h b °a °� o 0 0 V i �° a 0 u a a w N ':a 4,c, i L, Lf ._^ 1',.k-- INSPECTION .,k Occupancy/Type INSPECTION RECORD S�INSPECTION REQUEST LINE:234- ( ) 303 5933 Inspections will not 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 Initials Comments Monolithic Slab Reinforcement Comments Caissons Concrete Encased Ground (CEG) Final Plumbing Footing/Stemwall P.E. Letter 2,,; _ =3 Roof Sheathing -- - ---- - — — ..v .- %wV` n1-0JJV%.1IV 110 Underground/Slab Inspections Date Inspector Initials Comments Electrical (Underground) Sewer Service (Underground) Water Service (Underground) Plumbing (Below / In -slab) Heating (Below/ In -slab) Rough Inspections Date =Date Inspector Initials Comments Wall Sheathing Final Plumbing Roof Sheathing t'�:ItT -7114 J. Lath / Wall Tie Roof ek �.� �--�-- �J Rough Electric�,;h'� d'a< /v ,-f« G,f = -rc,< Rough Plumbing (;� o� / eea�e ie s-7 Jt/ Rough Mechanical fl.IP41 2--0, -/"7 Gas Piping u_a n__ 2- - - - --....�._ wv 1wa . . W%,VV .1 rrluIUUL gill.Iloyal VT HDoye KOugn Inspections i Final Inspections Date Inspector Initials Comments Final Electrical � t � 1-1 Final Plumbing Final Mechanical -7114 J. Roof ek �.� �--�-- �J Final Building / Frame Landscaping & Parking / Planning Dept. (;� Inspections from these entities should be requeste 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. �J - /6-/) fl.IP41 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. ..— .. ........ IJCI"%Iy I0 I7{JL VC11111LLU(.1 Unin N %,erilrlcate or Occupancy Is Issued Protect This Card From The Weather 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 6 F ZE- F Z t P f? Job Address: 3 L-1 a u, I ,, ,� C t - Permit Number: P o ) L— C) 1 Q _� fL A M -F -I i PF ❑ No one available for inspection: Time 10' azs _AM/pM Re -Inspection required: Yes Q o * When corrections have been made, call for re -inspection at 303-234-5933 -l - Date: Inspector: ; n,'_ cv ,Q,01 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE �PVr Building Inspection Division _] (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ZO VQ Job Address: 52- "1 S �►,� c,� �s, Permit Number: �-n ( (U Ib- 3 n ❑ No one available for inspection: Time 10. d C) AM/PM Re -Inspection required: Yes *When corrections have been made, call for re -inspection at 303-234-5933 Date: +`_ Inspector: V-4, DO 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: 6 r z: Job Address: 3 _? H Permit Number: ,90 1 Cl D i 3 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: /Y&&,—1//? l- Inspector: ;- '%�e� - , ' 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: 1-a S Y11Z /2'r .rz IrJ_ a Permit Number: L c I L )_5 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 1 Inspector: DO 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: 1,2 f=.,7-- Job Address: ?_,;k Sl/�L k -e , -7 GJ�-- Permit Number: Al / X 6 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: 1 Inspector: /­ZL�� DO 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: eo r=. Job Address: 'y S Oa -7 Permit Number: 90/ a ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No * When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE A 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: M L 5 Job Address: 3? -q5 YL4 K o�J C. T Permit Number: 2-014 © i b 73 r j mti ❑ No one available for inspection: Time 2 T 3� AK(/PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 t i l �. Date: % Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 2�__)t13S Job Address: 3 N - Permit Number: .3 o l t, O) 0 3 3 r ❑ No one available for inspection: Time ! - M/ M Re -Inspection required: Yes (:N]) *When corrections have been made, call for re -inspection at 303-234-5933 Date: / Inspector DO NOT REMOVE THIS NOTICE e `i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office *,(303) 237-8929 Fax INSPECTION NOTICE Inspection Type: / Job Address:. U cy Permit Number: 6 6 / E`er - �C t " j(0 . ❑ No one available for inspection: Time -P,' , AM/PM Re -Inspection required: Yes No When corrections have been made, caN for re -inspection at 303-234-5933 Date: '/3-/ Inspector: DO NOT REMOVE HIS NOTICE a ly CITY OF WHEAT RIDGE /�� Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE ' Inspection Type:�'� M.2 �'� f , � I (�}S PA Kl Job Address: Permit Number: 7-o /6 a t o? 3 J f P Ur p Y'e �, �+ r„ �Ge 4t'n-�r!°„ 10 12 r' n I, /: r P /-^ % I A/ O f 0d f �' ?�" � f P1 S t✓1 Gf E ❑ No one available for inspection: Time AV/4 Re -Inspection required: Yes No * When corrections have been made, call for re -inspection at 303-234-5933 Date: 2 "0'l7 Inspector: �fZ,ju_ DO NOT REMOVE THIS NOTICE ct: ALL MODELS ------------ I Date: 8-22-1 ns: YUKON GROVE SUBDIVISION--] By DI ns: WHEAT RIDGE COLORADO Chkd BY: IA NERIC 10x20/28 DECK PLA 10x20 or 10x28 DECK PLAN " VIA. AUGURED DOTING (RE: DETAIL) �E (2) SIMPSON E4 CONNECTORS YPICAL) xb A.T. LEDeER. TTACHED W 2" DW EXP, NGHOR5 a 16" O.G. INE OF FOUNDATION 1/411=11-0j.1 SIMP50N P544 OR EOUIV. P05T EASE CONNECTOR (TYPICAL) AUGURED FOOTING SEE PLAN FOR DIAMETER 77 — — — E — = 0 ;.1--, 1., � .11 — PLAN 3 - #4 BARS CONT, IN p0 LIC AUGURED FOOTING. OO Q .... ... SAO AUGURED FOOTINC, :c) SEE PLAN FOR DIAMETER i q -7A53 .AUGURED FOOTING DETAIL N.T.S. Doney I su* swcual &%bxs LLc- £. 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: 3 ZA q 2i � u K000 CA- Permit Number: f `i i i S j 1 „7 -;E 3 V 9 0 No one available for inspection: Time a M M Re-Inspection required: Yes o When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspector: f DO NOT REMOVE THIS NOTICE �- 3 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax 3.)_ INSPECTION NOTICE Inspection Type: s -g E l s m -e Job Address: L4 S- (2 U C-1 - Permit Number: O 10 -2 1/ _* t 5A Cc- A �- z - f=ft ❑ No one available for inspection: Time 3 Ak-M) Re -Inspection required: Yes No * When corrections have been madAcl re -inspection at 303-234-5933 a Date:/2i/ Inspect DO NOT REMOVE THIS NOTICE 6 A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: a U N D" + 1 , e , -, Job Address: 3ZY5- yuKvN c Permit Number: ? l% O l 0-7 3 ❑ No one available for inspection: Time 1 50 AM/PM Re -Inspection required: Yes lo, 1 *When corrections have been ma , call for re -inspection at 303-234-5933 Date: �2 5- (�p Inspector: I!i DO NOT REMOVE THIS NOTICE 0 City of Wheat Ridge Municipal Building 75M W. 20' AM Witcat Rifte. CO « 0033-8001 P: 303-235,2946 F: « 57 311171 IMPI • SKI I,,:► a r and approval prior to the placement of concrete and before proceeding with any further PE 1?,MIT#! ► ADDRESS: LOT BLOCK I hereby certify that the elevation and location of the structural foundation for the above property descrmeasured by me or directly ibed under foundation setbacks and elevations for building corners as stated herein have .. found by me to be elevationcompliance with all municipal setback and • and all civil engineering and Building, by the City of Wheat Ridge. The MINIMUM SETBACK DISTANCES determinedFRONT: JL—�J— REAR: JL_ SIDE: 0 !2 SIDE: nA The above measurements have been Check only one): I X Top of foundation priorplacement Signed Print mate Professional Surveyor *« ! LENZ! 0 k ke «$ tS 711 ® a « lee FOR Approved by� OFFICE USEl ONLY II III Inspoctor � I w %.r4.wfie trid ,co. rs DAVID E. ARCHER ASSOCIATES, 0, CO105 WILCOX ST. CASTLE ROCK. 80104 0 60-4642 FV #5 PZ13AR W T 1-1/b* PLASTIC, CAP * 45'022- 63.41' ( t P) LOT a Bowing Envok'>pe ohm L. VA"TIO ARE BA5EV ON THE CITY OF h1HEAT RICYvE 5M WHAC. ! A CITY OF V4H AT R06E q/16 8TA1NL 55 STEEL, ROV 12 FOOT ELEVATION = 5411,62 FEET (NAVP M88) DATUM � ttt6lit t l 0' p i1C? - `� u r i SwAliam TOP LEV to, 1C?'t "" mom po" Y, +' ' jL ih faw °»45'e 244 6!3.41' ( P) *05FV #5 REBAR PV 1-1/ CTAP LOT 2 1-1/+ PLASM CAP P L. VA"TIO ARE BA5EV ON THE CITY OF h1HEAT RICYvE 5M WHAC. ! A CITY OF V4H AT R06E q/16 8TA1NL 55 STEEL, ROV 12 FOOT ELEVATION = 5411,62 FEET (NAVP M88) DATUM � ttt6lit t l 0' p i1C? - `� u r i SwAliam M City of MO. CoswuNrry, DF,,ELopm jw4 1 I E3T"q-g Building & Inn SoWcxw DivUlon 7-500 W. 2e Ave., Wheat Ridge, Co 80033 Pbn Rev&w Fee: Office: 303-236-2866 * Fax 303-237-8929 Inspection u1 :: 303.234-6,g33 10, d1hg P Buil orm'fApplication P108910 MmPfl&te all highlight" aresson both sides of this form. lnc*MPIete 001caftm nW not be pmomsed. PrOPOrty Owner Email: �11 Mailing Address V —M �7(xq�K� CO - Contractor$ 04 Phone: fInnfrM*�+0%r' 0-91 A Sectrical: W.R. City License # ffll� Plumbin W.R. City License if ME Mechanical: W -R. City License Now 0 NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE EW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING RE I SDENTIAL ADDITION WINDOW REPLACEMENT U, XV*JiYA "M -TRWYNN IT.TJ -rlmMrJ- TH ,a '01 amount of materials to be used, etc.) N, -07 Sq. FtJLF sties Gallons Amps Squares other llLco Value. c4ft VrV A: -nfract ll V"? 4#l`VWNER/C0?Nf-,% I T- I hereby certify that# «and do not violate applicable ordinances, rules or regulations of the# that all measurements shown and allegations made are accurate; that I ba and that I assume full responsibility for compliance with applicable a based on this application; that I am the legal owner or have been auth LAW W and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLER.Y. (A Hi REPRESENTATIVE)of (OR) OR WNE(CNTACTOR) uT . 7 MWNAME. AMtGNAT(UJJM- i r �i IT 0 M47 Yukon .Model Main Floor/Upper Level Bonus Room UnfinishedOptional Full Basement► i Rough-inBath Finished Bathroom Randard Garage Covered Ent-r,,y, Elevation* 0 M47 City of SINGLEFAMILYIDUPLEX tj t I t cµrWh6a UILDING PERMITA PPLICA TION RE HE Date,- Location: ate.Location; ATTENTION: BUILDING DIVISION I have reviewed the submitted application docunraents to construct located at the above referenced address, Please note the comments checked below. I . Drainage; a, Drainage Fetter & Plan required: Yes ;No b. Site drainage/grading, pian have been reviewed and are: YOK, refer to 2, Public Improvements required & to be completed with prgject stipulations. a. street paving/patching: Yes No Completed b. curl", & matter. Yes No Completed c.. sidewalk: Yes o Completed cis Other (specify). Yes No Completed Icor items not constructed, the amount of funds taken in lieu of construction: Does all existing roadway/alley R.0 ,W, meet the standards of the City: Yes No If not, what is required? If R.0 . , 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, ,A: 'P C)VED. The public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. t rtat res a r k Vaaa lat i aa. I1cate #4 NOT .APPROVED. The Public Works Department has reviewed the submitted material and cines not approve this Permit Application for the stated reason(s). Signature Mark Vaaa rattan Date 7. -*/— A Grading Certification Letter from the Engineer -of -Record accompanied by an Improvement Location Certificate (11,C) shall be required prior to the issuance of of Occupancy. S. 1 NOTE: ANY DAMAGETO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL 13,E REPAIRED PER ROW CONSTRUCTION PERN41T PRIOR O THIS, ISSUANCE CIE THE CERTIFICATE OF OCCUPANCY, Rev 04/2016 f _'UBLIC WORKS City of Wheat Ridge Municipal Building 7500 W, 29"' Ave. Wheat Ridge, CO 80033-8001 P- 303,235,2861 E, 303,235,2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Location of Construction: Purpose of pa le Family _Z_ Commercial Multi -Family ffl (Required of all projects for document processing) a Review of existing or minimal technical docurnents: . ..................... _ $200.00 # Initial review' of technical civil engineering documents (Fee includes reviews of the Inc and 2nd Submittals) :_ ......... ............. $600.00 * Traffic Impact Study Review Fee: (Fee includes reviews of the I" and 2nd submittals).-II.Il......... ,,..,.,,,,,, $500.00 * Trip Generation Study Review Fee: - ......... __ ..... ____ .............. _ $200.00 * 0 & M Manual Review & SMA Recording Fee........ $100.00 1 Each Application will be reviewed by staff once and retunied for changes, If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: 0 Resubmittal Fees: 3'd submittal (Y., initial review fee):,,,.,,,. ... ............ $300.00 ,Ila submittal (full initial review fee): ....... ....... ... $600.00 $ All subsequent submittals: ..... ....... ........ $600.00 (Full initial review fee) 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, Rev 12172 t ill cit. rWh6' . City of Wheat ridge Municipal wilding. 7500 W. 29° Ave, Wheat Ridge, CO 0033.8001 : 303.235.2861 F: 303.235. 57 Dear Contractor: In conjunction with the approval of the building permit application for the above referenced ...dress, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, f damaged from related construction) tco an acceptable condition, as determined by City of Wheat ridge public Works Department, and prior t0 the issuance of Certificate of Occupancy, Prior to any construction commencing, the City's representative will conduct ars 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, m. David F. Brossman, P.L.S. Development review Engineer Rev 2/o Address: Zoning: Lot Size: :3 � �iP�. sq. Lot Width: ft. Property in the flood plain? 11D if yes, add surveying condition FLD, Type of project (applicable survey conditions in parenthesis): s. New ILC and site plan yes (FND) if w/in 2' of setback (NRS) if in floodnlairt (FI -MI Maximum Lot Coverage: 5 0 A % sq. Existing Improvements: Proposed Improvements: House: sq. ft. House/addition: sq. ft. 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 sq. ft Lot Coverage % Lot Coverage 4- s, % Required Setbacks. FR S S R Provided Setbacks: FR —10— S S R For additions or new construction, is the structure within 2 feet of minimum setbacks? If yes, add surveying condition FNTI), Maximum Height: ft. Maximum Size: sq. t. Proposed Height: ft. Proposed Size: sq. Parkland: If the peitis for new construction, have parkland dedication fees been paid? If no, add condition PFEE, notify owner, and notify building division. Streetscape: Does the permit result in any of the following conditions? U Construction of new roads U Platting of new lots LJ New development U Additions that increase floor area by 60% or more (see formula) (proposed floor area — existing floor area _ ) / existing floor area _ = _,% inc. If any box is checked— SF/DUPLEX—Is there existing 13 Curb 13 Gutter U.5 -foot sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streets ape 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 qfdedication or construction are due at the time the permit is issued. Olga# I CITY OF VVHEa MDGE g - - "- 1: 1,: 11 sit i - PUBLIC 1119 « u emv�deaAkeOus DPW C60010IiWISIT 2RA2ftG1 PPR�QVE�.LFE OV ll , , I CIVIL ENGINEERd Note: Grading shown between lots 2 & 3 does not match the grading plan submitted and approved for the BPA for lot 2 or for the certified, as - constructed grading plan submitted for lot 2. �: GRADING PLAN SHOWS ONL PROPOSED IMPROVEMENTS -- FINAL.. CONSTRUCTION MAY VARY. !to%T1i 1. LOCATE UNDERGROUND UTILITIES PRIOR TO EXCAVATION. Z THIS PLOT PLAN SHOWS IMPROVEMENTS AT GRADE AND GRADING ONLY, SEE FOUNDATION PLANS FOR STRUCTURAL IMFORMATiOW DIRECT ROOF DRAIN DOWNSPOUTS IN THE DIRECTIONS AS INDICATED HEREIN TO PROTECT ADJACENT PROPERTIES FROM STORMWATER RUMOFF. A DRAJOACE CERTIFICATION LETTER SHALL BE REQUIRED PRIOR TO C.O. TO ENSURE SITE HAS BEEN PROPERLY O 0. GRAPHIC SCAT E 1`-10' 0 10 20 30 IGS• x PROPOSED SPOT ELEVATION LANOSCAPE°WALL V HIGH oft LESS THAN IF ANY PORTION OF A PROPOSED RETAINING WALL. IS OR GREATER RVCLUOIHG FOOTING ii T RE DESIGNED BY A P IONAL ENGIN ER LICENSED IN THE STATE OF COLORADO, RE. TO CITY OF WHEAT RIDGE RETAININO WALL DESIGN STANDARD. THE LANDSCAPE WALLS AS SHOWN HEREON ARE FOR SITE GRADING PURPOSES. THE SOILS ENGINEER SHOULD BE CONSULTED FOR STRUCTURAL INTEGIUTY. FINISH GRADES EXISTING CONTOURS u • ! • 4.INCD * w ;, { I....T k PROPOSED qOUSE J� So r a e" m'f P at bottom of stall 4- ell lere would drain to �t 20 6341" . saddle' and then t north r � _ - - �a aid south in swadesa Not -IP his area appears to LOTbe low and would ddd SON" retain flows against$ Tt* o' NO C6EY.m5505.fi I � i ll I graded a-, � (°sz &" romeaCY.s shown. Please reviewsow .ca ' t and correct in ield I i A I ;r g i � l c41`° /77777 R. tt ce.- ,.-w. 2.Q%. ,{..,. i g� ,,q ia+'"'Ff� pppp I �cay.�sssra.a 0 r r D ELM- SO30 CAMOCLOT APPROVED Olga# I CITY OF VVHEa MDGE g - - "- 1: 1,: 11 sit i - PUBLIC 1119 « u emv�deaAkeOus DPW C60010IiWISIT 2RA2ftG1 PPR�QVE�.LFE OV ll , , I CIVIL ENGINEERd Note: Grading shown between lots 2 & 3 does not match the grading plan submitted and approved for the BPA for lot 2 or for the certified, as - constructed grading plan submitted for lot 2. �: GRADING PLAN SHOWS ONL PROPOSED IMPROVEMENTS -- FINAL.. CONSTRUCTION MAY VARY. !to%T1i 1. LOCATE UNDERGROUND UTILITIES PRIOR TO EXCAVATION. Z THIS PLOT PLAN SHOWS IMPROVEMENTS AT GRADE AND GRADING ONLY, SEE FOUNDATION PLANS FOR STRUCTURAL IMFORMATiOW DIRECT ROOF DRAIN DOWNSPOUTS IN THE DIRECTIONS AS INDICATED HEREIN TO PROTECT ADJACENT PROPERTIES FROM STORMWATER RUMOFF. A DRAJOACE CERTIFICATION LETTER SHALL BE REQUIRED PRIOR TO C.O. TO ENSURE SITE HAS BEEN PROPERLY O 0. GRAPHIC SCAT E 1`-10' 0 10 20 30 IGS• x PROPOSED SPOT ELEVATION LANOSCAPE°WALL V HIGH oft LESS THAN IF ANY PORTION OF A PROPOSED RETAINING WALL. IS OR GREATER RVCLUOIHG FOOTING ii T RE DESIGNED BY A P IONAL ENGIN ER LICENSED IN THE STATE OF COLORADO, RE. TO CITY OF WHEAT RIDGE RETAININO WALL DESIGN STANDARD. THE LANDSCAPE WALLS AS SHOWN HEREON ARE FOR SITE GRADING PURPOSES. THE SOILS ENGINEER SHOULD BE CONSULTED FOR STRUCTURAL INTEGIUTY. FINISH GRADES EXISTING CONTOURS u • ! • 4.INCD * w ;, m,()N:�r = NA.w+w'd'tl i xe?x` %tjiti»bkiwc n"90 Report0616-016 t Yukon Plan Cottage ! Ridge,3246 Yukon Court, Wheat CO 80033 Report SEG 0616-016 — Page 2 NBIWINIMN The following pages summarize the heat gain and heat loss of the building using the ACOA Manual J8 calculation procedure. The calculations are, based on the information given to Savoy Engineering Group in the form of drawings, sketches, and interviews. In certain cases, Savoy Engineering Group may make assumptions about design conditions that may or may not be accurate for the location of concern. It is the responsibility of the installing HVAC contractor to verify the design conditions before equipment purchase and installation. Any load calculations provided in the following pages are based upon information provided by the party submitting a particular project to Savoy Engineering Group. Savoy Engineering Group has not and does not independently verify that the data provided to Savoy Engineering Group is correct or complete, and any calculations made by Savoy Engineering Group are based upon the information provided by third parties. Savoy Engineering Group makes no claim that the information given to us is correct or complete. Savoy Engineering Group utilizes WrightSoft Residential 17.0 which is an ACOA Certified and ASHRAE recommended computer program to determine the heating and cooling loads presented in this report, and is therefore very accurate. If the information given to Savoy Engineering Group is accurate, and the building is built as per the plans submitted, then the load calculations presented in this report can be assumed to be accurate. A licensed mechanical contractor may use these calculations as a starting point in system sizing and selection. Savoy Engineering Group does not provide architectural or engineering plans or diagrams for the public or for use by contractors or construction companies as final "construction documents". Savoy Engineering Group works with architectural and engineering firms and with contractors in connection with their designs of heating and air conditioning systems. If the HVAC duct layout installed on-site DOES NOT match the Manual D duct design prepared by Savoy Engineering Group, then Savoy Engineering Group cannot and will not guarantee the performance of any altered duct design. Final HVAC sizing and selection should be done by a licensed HVAC contractor. Many factors beyond the scope ofthis report must be considered prior to final system selection and design, such as: exact equipment availability and selections, system controls and location of controls, system air distribution and cycling, Uniform Building Code requirements, Uniform Mechanical Code requirements, and many other standard design conventions as listed by the American Society of Heating, Refrigeration, and Air Conditioning Engineers (ASHRAE). Savoy Engineering Group therefore assumes no liability for final equipment selection or final system design. Various modifications to the information provided to Savoy Engineering Group may have occurred after this Design Support information was prepared, which would require that this Design Support information be modified in order to be accurate. After reviewing Savoy Engineering Group's report, and prior to any system purchase or installation, please inform Savoy Engineering Group in writing of any changes, which may alter the assumptions and calculations contained in this report. Report SEG 0616-016 — Page 3 Report SEG 0616-016 — Page* IMEM gmll•t »«= MATUMMOROWIM00iffla MMUM JIII�g a 101110.".Z. The CC A Certified Load Analysis includes: # SHR of 0.90 The Load Analysis includes a duct loss. - o Basement & Main Fl: CONDITIONED SPACE duct location o Upper Floor: VENTED ATTIC duct location »♦ SEG 0616-016 — Page 5 MUM= • 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 •- requirements. • Heat pump cooling equipment should be sized at 100-115% (cooling dominant climate) or 100-125% (heating dominant climate) of Design Total Heat Gain, or the next nominal size that is available to satisfy the latent and sensible requirements unless a larger size is dictated by the heating equipment selection. • Listed Output Heat Capacity must be sized at 100-140% of Design Total Heat Loss, or next nominal size unless a larger size is dictated by the cooling equipment selection. ill I I I! �:111!111 i I+.2+c.»,.11iii iI iv:.,, �.- - Elez Below 74001� LajjW«!: 39 degrees north Winter heating 99% DU BuLb: Summer Cooling 1_dbu.lb: Coincident Aet bulb: Pggjj ©. © difference at 50% RH: PALly Range: Relative Humiditv: Heating: Cooling: -7 95 59 -39 to -45 High (H) 50% winter and summer While not required per table 402.1.1 of the IECC the SHGC is still required data for Manual J. SHGC should be taken directly from sticker on glass, If not k�nown, either use default as per table 102.1.3(3) of the IECyam: equation SHGC= .87 x SC(shading Coefficient) under 19-23 of Manual 3. Altitude Correction Factor JACFJ: Site specific to «>:»»+«(ftg Addrsfirl 2:=:¥: Jefferson County Residential Energy Code Submittal Requirements Page 5 of 5 ti Assessment Entire House P Savoy Engineering Groul Phone: (801) 949-5337 Web: wwwload-catcutafi0n"Orn ForYukon Grove Plan B - Cottage W/O Bonus Lot 3 3245 Yukon Court, Wheat Ridge, Co 80033 Location: Heating Denver Stapleton Intl AR CO, US Indoor temperature (T) Elevation: 5285 ft 20 Latitude: 40"N Outdoor: Heating Cooling Dry bulb (T) -7 95 27 (H Daily range (T) - 59 Wet bulb (T) Wind speed (mph) 15.O 7.5 I Job, SEG 0616-018 Date. June 9,2016 By: Tracy Savoy Indoor: Heating Cooling 75 Indoor temperature (T) 72 20 Design TD (*F) Relative humidity (%) 79 50 50 Moisture differe�ce (gr/lb) 67.6 -45A Infiltration, Hwa' of DAY AEDk.ft A—ap ,)Aaximurn hourly glazing load exceeds average by 9.9%. M-Imnadazi.&TI, . osure iversity (AED), based on AED limit of 30%. 6k-- + wrightsoft' Right-SURKV Universal 2017 17,0,04 RSU13868 Page I AnK .,ukon 8 Cottage Lot 31Yukon P1.11 B CTG Lot 3,rup Cato = W8 House Front faces: E Component Constructions ���: � 0616-018f Coate: ,lune 9, 2016 k Entire House y; Tracy Savoy Savoy Engineering Group Phone. (801) 949-5337 Web: load-catculatinns.,com 01 boardWalls 15613-Owc-10: Bg wall, heavy dry or light damp soil, 2"x4" wood int trot, n concrete wall, r-13 cav ins, 8" thk, 1/2" gypsum N Yukon Plan AG Vnly Watt: Frm Wall, vni ext. 912" wood sth, r-8 batt ins, n r-14 spray foam ins, 112" gypsum board int frtsh, 2"x6" wood fr , 16" s o.c, stud all Yukon Placa Window Well: Concrete wall, 2"x4" Wood int fr , 8" thk, r-13 n cav ins, 112" gypsum board int frisk e w all Yukon Plan AG Stucco Wall: Frm wall, stucco ext, 112" wood Stith, r-8 e batt ins, rm14 spray foam ins, 112" gypsum board "int fnsh, 2"x6" wood s frm, 16" o.c. stud all Partitions o board frish, 2"x6" #• Windows 4A5-2ov: 2 glazing, Or low -e outs, air gas, vni firm mat, cir innr, 112" gap, n 114" thk; N RC rated ( HGC -0.27) n e s S w w all Area tro get intormation Enaul R Htg HTM Loss Cig HTM Yukon Grove n B - Cottage W/O Bonus Lot 3 -dg fk 0t. W -T ff,'F Court,For: 3245 Yukon • 80033 Btuh Design Condltrans 13.0 3.56 I Location: 0 Indoor: Heating Cooling Denver Stapleton Int'l AP, CO, US Indoor temperature ('F) 72 75 Elevation: M Latitude: 40 ON 207 # Relativehumi50 13.0 50dity Outdoor: Heating Cooling Moisture difference (gr1lb) 676 -45.4 Dry #."..#Infiltration: 3.56 1136 0 0 Daily range 0.045 +# Simplified 3551 Wet bulb (OF) - 59 Construction quality Tight 22.0 Wind speed (mph) 15.0 75 Fireplaces 0 176 01 boardWalls 15613-Owc-10: Bg wall, heavy dry or light damp soil, 2"x4" wood int trot, n concrete wall, r-13 cav ins, 8" thk, 1/2" gypsum N Yukon Plan AG Vnly Watt: Frm Wall, vni ext. 912" wood sth, r-8 batt ins, n r-14 spray foam ins, 112" gypsum board int frtsh, 2"x6" wood fr , 16" s o.c, stud all Yukon Placa Window Well: Concrete wall, 2"x4" Wood int fr , 8" thk, r-13 n cav ins, 112" gypsum board int frisk e w all Yukon Plan AG Stucco Wall: Frm wall, stucco ext, 112" wood Stith, r-8 e batt ins, rm14 spray foam ins, 112" gypsum board "int fnsh, 2"x6" wood s frm, 16" o.c. stud all Partitions o board frish, 2"x6" #• Windows 4A5-2ov: 2 glazing, Or low -e outs, air gas, vni firm mat, cir innr, 112" gap, n 114" thk; N RC rated ( HGC -0.27) n e s S w w all Area U -value Enaul R Htg HTM Loss Cig HTM Gain fk 0t. W -T ff,'F Btuh 153 0.045 13.0 3.56 544 0 0 320 0,045 13.0 3.56 1136 0 0 207 0,045 13.0 3.56 736 0 0 320 0,045 13.0 3.56 1136 0 0 999 0.045 13,0 3.56 3551 0 0 335 0.045 22.0 3.56 1192 0.75 251 176 0.045 22.0 3,56 627 0,75 132 465 0,045 22.0 3.56 1654 0.75 348 977 0,045 22.0 3.55 3473 0.75 730 29 0.077 13.0 6.08 176 0.92 27 29 0.077 13.0 6.08 176 0.92 27 29 0:077 13.0 6.08 176 0.92 27 87 0.077 13.0 6.08 529 0.92 80 538 0.045 22.0 3.56 1912 0.75 402 110 0,045 22.0 3.56 390 0.75 82 648 0.045 22,0 3,56 2302 0.75 484 228 0.068 19.0 5.37 1222 0.70 159 0 0.340 0 26.9 537 12.0 241 25 0.340 0 26.9 672 12.0 301 176 0.340 0 26.9 4727 32.3 5682 25 0.340 0 26.9 672 32.3 807 30 0.340 0 26.9 806 17.8 535 10 0.340 0 26.9 269 17.8 178 67 0.340 0 26.9 1786 32.3 2147 25 0.340 0 26.9 672 32.3 807 378 0,340 0 26.9 10140 28,3 10698 40 0.340 0 26.9 1080 12.0 483 2016 -Jul -07 13;63:26 ri SO ' Right -Suite@ Universal 2017 17.0,04 RSU13868 Page 1 AM ,.ukon E Cottage Lot 31Yukon Plan S CTG Lot 3.rup Cate = W8 House Front faces: E Doors 11 DO: Door, wd sc type s 24 0.390 0 30.8 739 I0L8 260 Ceilings 16B-50ad: Aft ceiling, asphalt shingles roof mat, r-50 cell ins, 1/2" 898 0,020 MO 1.58 1419 1,03 922 gypsum board int frish Floors 19A-Obstp: Part floor, frm fir, 6" thkns, 1/2" gypsum board int fnsh 50 0.368 0 9.46 473 2,39 120 20P -30t: Fir floor, frm fir, 10" thkns, r-30 cav ins, gar ovr 6 0M5 30.0 237 17 OAO 2 50 0,035 30.0 2,77 138 OAO 20 all 56 0M5 30.0 237 156 OAO 22 21A -32t: Bg floor, heavy dry or light damp soil, 10" depth 792 0L020 0 1,58 1251 0 0 2016 -Jul -07 110316 wrightSOft' Right -Suit eS Universal 2017 17.0,04 RSU13868 Page 2 AM ..,.kon B Cottage Lot 3\Yukon Plan B CTG Lot 3.rup Cale = Wit House Front faces: E Load Short Form A kk Entire House SANk Gwtp Savoy Engineering Groul Phone: (801) 949-5337 Web: wwsload-calculatiOns.c0ro WIN For: Yukon Grove Plan B - Cottage W/O Bonus Lot 3 3245 Yukon Court, Wheat Ridge, CO 80033 Job: SEG 0616-018 Date: June 9, 2016 By: Tracy Savoy Htg C19 Infiltration Outside db (OF) -7 95 Method Simplified Inside db (OF) 72 75 Construction quality Tight Design TD (OF) 79 20 Fireplaces Daily range - H Inside humidity 1%) 50 50 Moisture difference (gr/lb) 68 -45 Make Trane Trade XB90 Model TUCIB060A9361A* AHRI ref 2008193 Efficiency Heating input Heating output &.0*WAW_-Q4ht_ Actual air flow Air flow factor Static pressure 92.1 AFUE Area 60000 Btuh 56000 Btu h 56 OF 1106 cfm 0.033 cfm/Btuh 0.50 in H20 Make Trane Trade TRANE Cond 4TTR3036EI Coil 4TXCB036BC3 AHRI ref 5594487 Efficiency 11,5 EER, Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 13 SEER Area 30960 Btuh 3440 Btuh 34400 Btuh 1050 cfm O051 cfm1Btuh 0,50 in H20 I 00 6418 ROOM NAME Area Htg load CIg load Htg AVF CIg AVF M12) (Btuh) (Btu-,-' (cfm) GR/DR/KIT 606 8845 6418 289 327 Stairs 1 62 0 0 0 19 0 23 Bath 1 28 576 457 LN 6 0 0 0 0 Mud / Laundry 75 1116 656 36 33 Chase 6 0 0 0 0 Coats 10 0 0 0 0 0 Stairs 2 Master Bedroom 62 217 0 6332 0 4790 0 207 244 CHS 5 0 0 0 0 Bath 2 75 1660 419 54 21 M'WIC 61 0 0 0 0 WIC 2 28 0 0 0 0 Bedroom 2 160 3549 2263 116 115 Calculations approved by ACOA to meet all requirements of Manual J 8th Ed. 2016 -Jul -07 13:03:26 wrightsoft' Right-Suite(RD Universal 2017 17,0,04 RSU13868 Page I ."Z& ..,ukon 8 Cottage Lot 31Yukon Plan 8 CTG Lot 3.ruP Calc = W8 House Front faces: E Calculations approved by ACOA to meet all requirements of Manual J 8th Ed. 2016 -Jul -,07 13.03:26 Page 2 igh ' Right-Suitet Universal 2017 17.0.04 RSU13868 AnK ...ukon 8 Cottage Cot 31Yukon Plan B CTG Lot 3.naP Calc r W8 House Front faces: 138 3092 2684 101 137 0 Bedroom 3 0 0 L 3 16 0 0 0 LIN37 45 1136 682 3 0 Bath 3 87 � 0 0 0 Hall MCH / TRC 229 2050 0 0 67 0 0 Stairs 68 49 0 419 0 14 0 Bath 4 0 0 0 0 Linen CL 4 21 21 0 0 861 0 6 44 Bedroom 4 126 290 1704 3382 1334. 110 71 RSC Room d 2482 33862 2.062.5 1106 1050 Entire House 8010 2025 Cather equip loads 22652 Equip. a(7 1.00 RSM 0 Latent coaling 2482 82 41872 22652 1106 1050 TOTALS i Calculations approved by ACOA to meet all requirements of Manual J 8th Ed. 2016 -Jul -,07 13.03:26 Page 2 igh ' Right-Suitet Universal 2017 17.0.04 RSU13868 AnK ...ukon 8 Cottage Cot 31Yukon Plan B CTG Lot 3.naP Calc r W8 House Front faces: Job: SEG 4616-018 Right-M) Worksheet Efate: ,kine 9, 2416 x Entire House y: Tracy Savoy Savoy Engineering Group Phone: (801) 949-5337 Web: wwvload-caiculations.com GRlDR1lGtT Bni9ra House 86.0 ft 1 Room name 362.0 it 9.1 ft heatcoot 2 Exposed wall 8.7 1.0 x 605.3 ft 3 Room height 4 Room dimensions 2482.3 ftp 606.3 ft Roam area Load Area (ftj toad Ty Constructors L1-value Of HTM (Btuhlft Area (ft) or Perimeter (ft) (Btuh) or perimeter (ft) (Btuh) number (Btuh]W-R'Fj N7P/S Meat Cool Gross N/PIS Heat Coot Heat Cool Gross 6 W 95813-Owc-10 0.093 n 3.56 0.1}0 1 a3 396 7 335 544 1192 0 251 0 2D9 0 1590 0 : 5010 0 6 126 Yukon Plan AG Vrnly 0.045 n 0.340 3.56 26.86 0.75 20 0 530 241 0 400 0 1080 463 - -G 4A5-2ov 4A5-2ovd n 0.340 n 25,85 12.03 12.03 40 54 0 2 1080 175 483 20 0 0 0 11 W Yukon Pura Window 0.077 n 6.08 25.86 11.92 12.b3 25 0 672 301 0 O 0 p0 2ov W 15B13-Owc-`10 0,340 n 0.093 e 3.56 0,00 320 320 $38 1136 1912 0 101 273 2210 Yukon Plan AG 0.045 a 3.56 €3.75 32,29 714 176 5 4727 682 5662 ` 0 13977 0 1679 0 v 0.340 e 0,077 e 26.66 6.08 0.92 54 29 176 20 00 0 00 Yukon Plan Window 0.340 e 26.86 32.29 25 0 672 8070 0 0 0 2ov 18813-0-10 0.093 s 3.56 0.00 207 164 207 '10 162 73682 390 82 154 1100 390 535 W Yukon Pian AG 0.045 s 0.340 s 3.56 26.86 0.05 17. 30 0 806 535 30 24 20 305 030 260 v =D 11D0 0,390 s 30,81 10.84 24 24 105 739 827 260 132 0 Yukon Plan AG Vinly 0.0:15 s 3.56 26,86 0.75 11.82 186 10 0 269 178 9 00 0 0; 0 4A5 2ov 15B13-Owc-10 0.340 a 0.093 w 3,56 0.00 320 320 4550 1136 0 198 1100 421 81 Yukon Plan AG Viniy 9.345 w 29.99 302:029 536 i 9 130 0 421 0 581 4A5»2ov Uy Yukon Plan Window 0.077 w 6.08 092 54 29 0 176 602 27 807 0 0 0 0 0 4M-20v 0,340 w 26.86 5.30 32.29 0.70 5 221 220 1222 159 109 10� : 5670 760 P 12 -Osw 0, l6a8 0.020 1.58 1.03 898 898 1419 922 122 O 0 0 0 G 16B-50ad 0.368 9.46 2,39 'r 56 417 73 0 0 O 0 F 1'9A-0bstp F 20P-30t 0,035 2.77 0.40 6 6 0 136 20 0 0 0; F 20P-301 0.035 2,77 1.58 0.40 0.00. 50 792 192 1251 0 O 0 0 F 21A-321 0.020 - 0 -502 6 c) ABD excursion E139)58 7290 3575 26336 Envelope losstgain 1013 130 2088 306 O 0 12 a) Infiltration 0 O b) Room ventilation 5 1150 13 Internal gains: Occupants (¢a 230 5 1150 1200 1200 Appliancestother 8303 5062 29124 15684 Subtotal (lines 6 to 13) 0 0 0 0 0 0 Less external toad 0 542 355 Less transfer 0 8845 5418 Redistribution 29124 16684 0°gypt289 O 0 14 Subtotal 16% 4733 3941 -0% 15 Duct loads 33362 20525 45 6418 Total room load 7::240 1106 1050 327 Air required (cfm) b ALGA to meet all re luirements of Manual J 8th Ed, Catcuiatlons a roved 21916 gu1.07 13:0126 r htS`i Right-Suit. Universal 201'7 17,0.04 RSU1 Page 1 ...Ukon 8 Cottage Lot 3kYukon Plan 8 CTG Lot 3.rup Calc = w8 House Front faces: E Job: SEC 0616-018 ' Right -JO Worksheet C>aE9: June S, 21116 Entire House By: Tracy Savoy Savoy Engineering Group Phone: (801) 949-533 Web: www.loadcalcuiations,corn Stairs 1 Bath 1 9 Room name 6.5 ft 5.0 fit Exposed wall 9,1 ft heat/cool 9.9 it heat/cool 3 Room height 6, x 9.5 ft 5.0 x 5.5 ft 4 Room dimensions 61.8 ft, 27.5 ft* 5 Room area Ty Construction U -value Or HTM Area (ftp (it) Load (Brun) Area (112) or perimeter (€t) Load (Btuh) number (BtuhtW-°F) (Btu W) or perimeter Heat Cool Gross NtPPS Heat Coot Gross NtPfS Heat Cool 6 W 15813.0wo•90 0,093 n 3.56 0.00 t 0 0 0 0 0 O O 0 0 0 0 0 0 0 0 W Yukon Plan AG Vinly 0.045 n 3.56 0.75 0 0 0 0 O O O O 0.340 n 26.86 92.03 0 0 0 0 0 0 O �4A5-2ov 4A5-2ovd 0.340 n 26.86 92.03 0 0 0 0 0 0 0 0 99 Yukon Pian Window' 0.0"77 n 6.08 0,92 0 0 0 0 0 0 0 0` -2ov, 0.340 26,86 92.03 0 0 0 0 0 0 0 0 0 W 15893 -Owe -10 0.093 e 3.56 3.56 0,00 0.75 0 59 47 968 35 46 5 926 2 Yukon Plan AG 0.045 a 0.340 a 26,86 32.28 12 0 322 3 87 900 0 260 320-- V Yukon Plan Window 0.077 e 6,08 0.92 0 0 0 0 0 0 - ov 0.340 e 26.86 32.29 0 0 0 0 0 0 0 16813-Owc-10 0,093 s 3.56 0.00 0 0 4 0 0 0 0 0 £) W Yukon Plan AG 0,045 s 3.56 0.75 0 0 0 0 0bft O v L- 0.340 s 26.86 17.82 0 0 0 O 0 0 0 0 i.7 11 DO 0.390 s 30.89 10.84 0 0 0 0 0 0 Yukon Plan AG Viniy 0.045 s 3.56 0.75 0 0 0 0 00 0 0 4A5-2ov 0.340 s 26.86 17,82 0 0 0 0 0' 0 W 15813 -Owe -90 0,093 w 3,56 0.00 0 0 0 0 0 0 0 Yukon Plan AG Vinly 0.045 w 3.56 0.75 0 0 0 0 0 O O 0 0 0 4 5 -fou 0.340 26.86 32.29 0 0 0 0 0 0 0 Yukon Plan Window 0.077 w 6.08 0 92 O O -2ov 0.340 w 26.86 32.29 0 0 0 0 0 0 0 0 0 P 1'2E-Osw 0.068 5.37 0.70 0 0 0 0 0 0 O 0 G 168-50ad 0.020 9.58 1.03 0 0 0 0 0 0 0 0 0 F 1'6B-50adObstp 0.368 9.46 0.035 2.77: 2.39 0.40 0 0 O O 0 0 0 0 F 20P -30t F 20P.30t 0.035 2.77 ' 0.40 0 0 0 0 0 0 0 0 0 0 0 F 21 A -3t 0.020 1 58 0.00 0 0 0 6 5 6 c) AED excursion 490 429 395 355 Envelope lossigaire 77 10 59 8 12 a) Infiltration O 0 0 b) Room ventilation 13 internal gains, Occupants @a 230 0 O 0 0 0 0 Appliances/other 567 439 454 363 Subtotal (lines 6 to 13) 0 0 0 0 Cess external Boast 0 0 Cess transfer567 430 122 95 Redistribution 0 0 57 6 457 14 Subtotal 0°!0 0°la 0 0 0°l0 0%0 0 15 Burt loads 576 :::47 Total room load 0 0 19 3 Alr requsred (cfm) Calculations approved by RCCA to meet all requirements of Manual J 8th Ed. 2016-Jui-07 13:0126 411- wrightsoft, Right-6ulteS Universal 2057 17.0.04 RSU13868 Page 2 ..,ukcn B Cottage Lot 31Yukcn Plan B CTG Lot 3.rup Cate =- Ws House Front faces. E 2 Job: SEG 0616-018 Right -M) Worksheet Dater June 9, 2016 Entire House By: Tracy Savoy Savoy Engineering Group Phone: (801) 949-5337 Web; load-calculations.corn 2 Room name LN Mud t Laundry 2 Exposed wail 0 If 6.5 If 3 Room height 9.1 ft heat/cool 9.1 ft heatfcooi 4 Room dimensions 1,5 x 4.0 ft 1.0 x 74.5 ft 5 Room area 6.0 ft' 74.5 ftl Ty Construction U -value Or HTM Area (ftp Load Area (ft) road number (Btuhlf#1-°F) (Btuhfft� or perimeter {ft) (Brun) or perimeter (ft) (Rtuh) Heat : Coop Gross Nd PIS Heat Cool Gress NIPtS Heat Cool 6 =W 1 813-Owrc-1 €i 0,093 n 3,58 0,00 0 0 0 0 0 0 0 0 Yukon Plan AG Viniy 0,045 n 3.56 0.75 0 0 0 0 0 0 0 0 4A5-2ov 0,340 n 26.86 92.03 0 0 0 0 0 0 0 0 4A5-2ovd 0,340 n 26.86 12.03 0 0 0 0 0 0 0 0 11 Yukon Pian Window 0.077 n 6,08 0.92 0 0 0 0 0 0 0 0 -2ov 0.340 n 26.88 12.03 0 0 0 0 0 0 0 0 W 95893-Owc-10 0.093 e 3,56 0.00 0 0 0 0 0 0 0 0 Yukon Pian AG 0.045 e 3,56 0.75 0 0 0 0 0 0 0 0 v 0,340 e 2'6.86 32.29 0 0 0 0 0 O 0 0 W Yukon Plan Window 0.077 e 6.08 0.92 0 0 0 0 0 0 0 0 4M -2.v 0.340: e 26.86 32.29 0 0 0 0 0 0 0 0 W 1 151 -O c-10 O»093 s: 3.56 0.00 0 0 0 0 0 0 0 it Yukon Plan AG 0:045 s: 3.56 0,75 0 0 0 0 0 0 0 0 4ABAMV 0.340 s 26,86 17.82 0 0 0 0 0 0 0 0 D 11 DO 0.380 s 30.81 90.84 0 0 0' 0 0 0 0 0 Yukon Plan Ata Viniy 0.045 s 3.56 0.75 0 0 0 0 0 0 0 0 4A5-2ov 0 340 s 26.86 17,82 0 0 0 0 0 0 0 0 W 15823-Owc-90 0,093 w 3.56 0.00 0 0 0 0 0 0' 0 0 Yukon Plan AG Vinay 0.046 w 3.56 0.75 0 0 0 0 59 47 166 35 4A5-2ov 0.340 w 26.86 32.29 0 0 0 0 13 0 336 404 W Yukon Plan Window 0.077 w 6.08 0.92 0 0 0 0 0 0 0 0 20v 0,340 w 28.86 32.29 0 0 0 0 0 0 0 0 P 12E -Qs 0:068 5.37 0.70 ` 0 0 0 0 82 82 440 57 C 268»50ad 0.020 - 1.58 1.03 0 0 0 0 0 0 0 0 F 19A-Obstp 0.368 9.46 2.39 0 0 0 0 0 0 0' 0 F 20P -30t 0,035 2.77 0.40 0 0 0 0 0 0 0 0 F 20P -30t 0:036 2.77 0,40 0 0 0 0 0 0 0' 0 F 21A -32t 0.020 1.58 0.00 0 0 0 0 0 0 0 0 6' c)AEDexcursn 0 238 Envelope loss/gain 0 0 942 634 12 a) Infiltration 0 0 77 20 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appitancestother 0 0 Subtotal (lines 6 to 1) 0 0 1018 644 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 98 12 14 Subtotal 0 0 1116 656 15 Duct loads -0% 0% 0 0 -0% 0Q% 1 0 0 Total mom load 0 0 1116 656 ECalculations Air required (cfm) 0 0 36 33 ae2roved bj RCCA to meet all requirements of Manual J 8th Ed. r"tit 2016-Jui•07 13:03:26 Right -Sorter Universal 2017 17.0.04 RSU13868 Page 3 ukon 8 Cottage Lot 31Yukon Plan 8 CTG Loi 3 rup Laic = W8 House Front faces: E Ri ht-JO 9 Job: mate: ,-ass June 9, 2016 , Entire House By: Tracy Savoy Savoy Engineering Group Phone. (801) 949-5337 Web. toad-calculations.com 1 Room name Chase Coats 2 Exposed wall 9.1 ft 0 ft heaticoot 9.1 it 0 ft heat/cool 3 Room height 4 : Roam dimensions 4.0 x 1.5 ft 4.0 x 2.5 If 5 Room area 6.0 ftz 10 0 ft' Ty Construction U-value Or HTM Area (ft) number (Btuhlftx-°F) (Btu /ft" or perimeter (ft) Load (Btuh) Area (ft) or perimeter (ft) Load (Btuh) Heat Coal Cross N/PIS Heat Coot Gross NfPlS Heat Coal 6 W 1 B13-0wc-10 0,093 n 3,56 0,00 0 0 0 0 0 0 0 0 0 0 0 Yukon Plan AG Vinly 0.045 n 3.56 0.75 0 0 0 0 0 0 0 0 0 4A5-2ov 0.340 n 26.66 12.03 0 0 0 0 0 0 0 0 4A5-2ovd 0.340 n 26.86 12.03 0 0 0 0 0 0 0 0 0 11 Yukon Plan Window 0,077 n 6.08 0.92 0 0 0 0 0 0 -2ov 0.340 n 26,86 12.03 0 0 0 0 0 0 0 0 W 15B13-Owe-10 0.093 e 3.56 0.00 0 0 0 0 0 0 0 4 Yukon Plan AG 0.045 e 3.56 0.75 0 0 0 0 0 0 0 v 0.340 e 26.66 ' 32-29 0 0 0 0 0 0 0 0 0 W Yukon Plan Window 0,077 a 8.08 0.92 0 0 0 0 0 0 2ov 0.340 e 26.86 32.29 0 0 0 0 0 0 0 0 0- 0 0 0 W 15813.Owe-10 0-093 s 3,56 0.00 0 0 0 0 0 0 0 W Yukon Plan AG 0.045 s 156 0,75 0 0 0 0 0 0 I&Akamv 0.340 a 26.86 17,82 0 0 0 0 0 0 0 0 0 0 11DO 0,390 s 30.81 10.84 0 0 0 0 0: 0 Yukon Pian AG Vinly 0.045 s 3.56 0,75 0 0 0 0 0 0 0 0 0 4A5-2ov 0.340 s 26,86 17.82 0 0 0 0 0 0 0 0 0 0 W 15813-Owc-10 0,093 w 156 0.00 0 0 0 0 0 0 Yukon Pearl AG Vinty 0.045 w 3.56 0.75 0 0 0 0 0 0 0 0" 4A5-2ou 0,340 w 26,86 : 32.29 0 0 0 0 0 0 0 0 0 W Yukon Plan Window 0.077 w 6,08 0.92 0 0 0 0 0 0 2o,, 0.340 w 26,86 32,29 0 0 0 0 0 0 36 0 36 896 25 P 12E-Osw =: 0.468 5.37 0,70 0 0 0 0 0 0 0 C 16B-50ad 0,020 1.58 1.03 0 0 0 0 0 0 0 0 0 F 10A-Obstp : 0.368 9,46 2,39 ' 0 0 0 0 0 0 0 0 F 20P-30t 0.035 - 2.77 0.40 0 0 0 0 0: F 20P-30t OMS 2.77 0,40 0 0 0 0 0 0 0 0 0 0 0 F 21A-32t 0.020 1.58 0.00 0 0 0 6 c)AED excursion 0 -2 Envelope loss/gain 0 0' 196 24 12 a) Infiltration 0 0 0 0 0 0 b) Room ventilation 0 0 13 internal gains: Occupants @ 230 0 0 0 0 0 Appliances/other 0 Subtotal (lutes 6 to 13) 0 0 196 24 Less external toad 0 0 0 0 0 0 Less transfer 0 0 0 0 -196 -24 Redistribution 0 0 00 14 Subtotal 15 Duct loada -0% 0% 0 0 _0% 0% 0 0 Total room Mead 0 0 0 ::: 0 0 0 Air required (cfm) 0 0 Calculations a2eroved,,by RCCA to meet all requirements of Manual J 8th Ed. 2016-Jul-07 13:03:26 Right-Suttcw'&' universal 2017 17.0.04 RSU13M Page 4 .ukon B Cottage Lot 3iYukcn Plan B CTG Lot 3.rup Calc = W8 House Front faces: E Job. SEt3 6616-018 Right -JO Worksheet Mate: June , 2016 Entire House By: Tracy Savoy Savoy Engineering Group Phone (801) 949-5337 Web: .load-calculefions.cosn Storrs 2 Master Bedroom 1 Room name 6.5 ft 8.1 ft 29,5 It heat/cool 2 Exposed wail 8.1 it heaticool 15.5 x 14.0 fit 3 Room height x 9.5 ft 217.0 4 Room dimensions X6.5 61,$ fit 5 Room area Ty Construction U -value Or HTM Area (ftp (ft) Load (Brun) Area (ftp or perimeter (ft) Load (Btuh) number (Btuhlftl-"F) (Btuhtft� or perimeter Cool Heat Cool Gross N1PIS Heat Coot gross NtPIS Heat 6 W 15 1 -0wc-1 q 0,093 n 3.56 0.00 0. 0 fl 0 0 0 0 q 0 0 0 0 W Yukon Plan AG Vinly 0.045 n 3.56 26.$6 0,75 12.03 0 0 q 0 0 q' t 14A5-2ov 0,340 n 0.340 n 26,86 12 03 0 0 0 0 0 0 qA5-2ovd 11 Yukon Plan Window 0,077 n 6.0$ 0.92 0 0 0 0 0 0 0 0 -2ov 0.340 n 26,86 12.03 0 0 0 0 0 0 0 0 64 W 15B13-0wc-10 q 093 e 3.56 0.045 a 3.56 0.00 0,7`5 53 21 73 15 126 B6 304 10740 12910' 91 Yukon Pian AG 0.340 a 26.$6 32.29 32 6$00 f03 4 v W Yukon Plan Window 0,0"77 e 6.08 0.92 0 0 0 0 0 0 0 0' L-Glav 0.340 e 26.$6 3.56 32.29 0.00 ' 0 p 0 0 0 0 0 0 0 W 15813-Owc-10 0:093 s 0.045 s 3.56 0.75 0 0 0 0 0 0 0 0 W Yukon Plan AG 0,340 s 26.$6 17.$2 0 0 0 0 0 0 0 0 0 0 V II DO 0.390 s 30.81 10.84 0 0 q 0 113 103 368 77 Yukon Pian AG Vinly 0.1345 s 3.56 0.75 17,$2 0 0 0 q 0 10 q 269 0 178 R 5-2ov 0.340 s 26,86 0,093 w 3.56 0.00 0 0 0 0 0 0 W 15B13-0wc-90 Yukon Plan AS Vdniy: 0,045 w 3.56 0.75 0 0 0 0 0 0 0 0 0 0: 0 4A5-2ov 0,340 w 26.$6 32.29 0 0 i0t 0 0 0 0 W Yukon Plan Window 0.077 w 6.08 0.92 0 0 0 0 0 0 0 0 2ov 0.340 w 26.86 0.06$ 5,37 32,29 0.70 0 0 q 0 0 217 0 250 0 P 12E-Osw+ 168-50ad 0.020 1.58 1.03 62 62 98 63 4'73 "120 F 19A-Obstp 0,36$ 9.46 277 239 0,40 0 0 0 0 0 0 0 0 0 0 0,' F 20P -30t 0.035 - 0,035 2.77 0,40 0 q 0 0 0 0 q 0 0 0 0 F 20P -30t F 21A -32t 0.020 15$' 0,00 0 0 0 i 9 _145 6 c) AED excursion 1$0$ 1131 Envelope losslgain1030 E2831 42 689 0 12 a) lnflltratlon 0 0 b) Roomventiation 0 13 internal gains; upantslother 230 Occupants 0 0 0 0 0 O c 3140.. 1850 1099 1140 Subtotal (lines 6 to 13) 0 0 0 0 0 0 Less external load 0 0 1495 Less transfer -1099 -11401283 4423 3044 Redistribution 14 Subtotal cis% 0°l 0 0 0 439% 57% 1909 1746 15 Duct loads 6332 4730 Total room load 0 0 0 0 207 244 Air required (cfm) d E3 ACCA to meet all ruir ments of Manual J 8th Ed. CBiCuiBtifStiS B roV 2016 -Jul -0713:03;26 igl:tSO Right-Suate Universal 2017 17.0,04 RSU13868 Page 5 ,ukon B Cottage Lot 3tYukon Plan B CTG Lot 3.rup Calc - W8 House Front faces: Right -JO Worksheet Job: SEG 6916-018 Date. Jana 9, 2016 Enure House By; Tracy Savoy Savoy Engineering Group Phcme. (801) 549-5337 Web: toad-caaculations.com 1 Room name CHS Bath 2 2 Exposed wall 0 ft 18.0 ft 3 Room height 8.1 If heattcool 8.1 ft heat/cool 4 Raoul dimensions 3.0 x 1.5 ft 11.5 x 6.5 ft 5 Roam area 4.5 ftz 74.8 ft2 Ty Construction U-vatue Or HTM Area (ftp Load Area (ftp Load number (BtuhlftA--°F) (Btuhtft� or perimeter (ft) (Blob) or perimeter (ft) (Btuh) Heat Cool Gross NIPJS Heat Cool Gross NfPfS Heat Cool 6 W 15813-O «10 0,093 n 3.56 0.00 0 0 0 0 0 0 0 0 W Yukon Plan AG Vinly 0.045 n 3.56 0.75 0 0 0 0 0 0 0 0 4A5-2av 0.340 n 26.86 12.03 0' 0 0 0 0 0 0 0 4A5-2ovd 0.340 n 26.86 12.03 0 0 0 0 0 0 0 0 11 w Yukon Plan Window 0.077 n 6.08 ' 0.92 0 0 0 0 0 0 0 9 -2ov 0.340 n 26.88 12.03 0 0 0 0 0 0 0 0 W 15813-0wo-10 0.083 e 3.56 0.00 0 0 0 0 0 0 0 0 Yukon Plan AG 0.045 e 3.56 0.75 0 0 0 0 0 0 0 0 v 0.340 e 26.86 32.29 - 4 0 0 0 0 0 0' 0 W Yukon Plan Window 0.077 e 6.08 0,92 0 0 0 0 0 0 0 0 -2ov 0.340 e 26.86 32.29 0 0 0 0 0 0 0 0 W 5B1 -0 c-10 0:093 s 3.56 0.00 0 0 0 0 0 0 0 0 W Yukon Plan AG 0,045 s 3.56 0.75 0 0 0 0 0 0 0 0 v (,340 s 2686 17.82 0 0 0 0 0 0 0 0' 11D0 0.390 s 30,81 10.84 0 0 0 0 0 0 0 0 Yukon Plans AG Vinty O.045 s 3.56 0.75 0 0 0 0 53 53 187 39 4A5-2ov 0.340 s 26.86 17.82 0 0 0 0 0 0 0 0 W 15813-Owc-10 0.093 w 3.56 0,00 0 0 0 0 0 0 0 0 Yukon Plan AG Vinty 0.045 w 3.56 0.75 0 0 0 0 93 93 331 70 4A5-2ov 0,340 w 26.86 32.29: 0 0 0 0 0 0 0 0 Yukon Pian Window 0.077 w 6.08 0.92 0 0 0' 0 0 0 0 0 2ov 0.340 w 26.86 32.29 0 0 0 0 0 0 0 0 P 12E-0sw 0:068 5,37 0.70 0 0 0 0 0 0 0' 0 C 168-50ad 0.020 - 1,58 1.03 5 5 7 5 75 75 118 77 F 1 A-Obstp 0.368 9.46 2.39 0 0 0 0 0 0 0 0 F 20P -30t 0.035: 2.77 0.40 0 0 0 0 6 6 17 2 F 20P -30t 0,035 2.77 < 0.40 ' 9 0 0 0 23 23 62 F 1A -32t 0.020 1.58 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 0 -17 Envelope loss/gain 7 4 736 180 12 a) Infiltration 0 0 189 25 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 7 4 905 205 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -7 -4 255 61 14 Subtotal 0 0' 1160 267 15 Duct toads -0% 0%1 01 0 43% 57% 500 153 Total roam Ioad 0 0 1�5421 Air required (cfm)--L- 0 0' Calculations a2eroved by RCCA to meet all re uirements of Manual J 8th Ed. ii" hta 2016 -Jul -0713:03:26 Right -Suiten Universal 2017 17.0.04 RSU13868 parte 6 ukon B Cottage Lot Mukon Plan B CTC Lot 3.rup Calc = W8 House Front faces; E 1 Right-J&Worksheet Job: SEG 0616-018 Date: June 9, 2016 Entire House t5 i4x By. Tracy Savoy Savoy Engineering Group! Phone: (601) 949-5337 Web: load-caiculations,com 1 Room name MMIC WIC 2 2 Exposed wall Mo If 5,O ft 3 Room height 8.1 ft heat/cool 8.1 ft heattcool 4 Room dimensions 1.0 x 61.0 ft 5.0 x 5,5 ft Room area 61.0 ft, 27.5 W Ty Construction U -value Or HTM Area (ftp Load Area (tt� road number (BtuhtftI-"F) (Btu MI) or perimeter (ft) (Btuh) or perimeter (ft) (8tuh) Heat Cool Gross NIPS Heat Cool Grass NIPPS Heat Cool 6 =W 15813 -Oso -10 0.093 n 3.56 ' 0.00 0 0 0 0 0 0 0 0 W Yukon Plan AG Vinty 0.045 n 3.56 0.75 0 0 0 0 0 0 0 0 4A5-2ov 0.340 n 26.56 12.03 0 0 0 0 0 0 0 0 4A5-2ovd 0.340 n 26.86 12,03 0 0 0 0 0 0 0 0 11Yukon Plan "Window 0.077 n 6.08 0.92 0 0 0 0 0 0 0 0 -2ov 0.340 n 26.86 12.03 : 0 0 0 0 0 0 0 0 15B13-Owo-10 0.093 e 3.56 0.00 O 0 0 0 0 0 0 0 Yukon Plan AG 0.045 e 3.56 ; 0,75 0 0 0 0 41 41 144; 30 v 0.340 e 26.86 32.29 0 0 0 0 0 0 0 0 W Yukon Placa Window 0.077 a 6.08 0.92 0 0 0 0 0 0 0 0 -2ov 0.340 a 26.86 32.29 0 0 0 0 0 0 0 0 W 15813-Owc-10 O.093 a 3,56 0.00 " 0 0 0 0 0 0 0 0 Yukon Pian AG 0.045 s 3.56 0.75 0 0 0 0 0 0 0 0 v 0.340 s 28,86 17,82 0 0 0 0 0 0 0 0 11DO 0.390 s 30.81 10,84 0 0 0 0 0 0 0 0 Yukon Plan AG Vinly 0,045 a 3.56: 0.75 0 0 0 0 0 0 0 0 4A5-2av 0.340 s 26.86 17,82 0 0 0 0 0 0 0' 0 W 15B13-Owc-10 0.093 w 3.56 0,00 0 0 0 0 0 0 0 0 Yukon Plan AG Vinty 0,045 w 3,56 0.75 89 89 317 67 0 0 0 0 4A5-2ov 0.340 w 26.86 32,29 0 0 0 0 0 0 0' 0 Yukon Plan Window 0.077 w 6.08 0,92 " 0 01 0 0 0 0 0 0 «2ov 0.340 w 26.86 32.29 0 0 0 0 0 0 0 0 P 12E-Osw O.068 5.37 0.70 ' 0 0 0 0 0 0 0' 0 c 168-50ad 0.020 1.58 1,03 61 61 96 63 28 28 43: 28 F 1'9A-Obstp 0:368 9,46 2,39 < 0 0 O 0 0 0 0 0 F 20P -30t 0,035 - 2.77 0.40 0 0 0 0 0 0 0 0 F 20P -0t 0.035 2.77 0.40 28 28 76 11 0 0 0 0 F 21A -32t 0,020 - 1:58 0.00 0 0 0 0 0 0 0 0 6 c)AEDexcursion -12 -5 Envelopetoss/gain 469 128 187 53 12 a) Infiltration 115 16 52 7 of Room ventilation 0 0 0 0 13 Internal gains: Occupants ( 230 0 0 0 0 Appliancestother 0 0 Subtotal (Bines 6 to 13) 605 144 240 61 Less external toad 0 0 0 0 Less transfer 0 O 0 0 Redistribution -605 -144 -240 --61 14 Subtotal 0 0 0 0 15 Duct toads -0% 0%1 0 0 -0% 0% 0 0 Total room load 0 0 0:100 Air required (cfm) 0 Ct 0 Calculations a2eroved by RCCA to meet all relliremt is of Manual J 8thd. 2016 -Jul -0713:03:26 4 Right -Suite Universal 2017 17,0.04 RSU13868 Page 7 .a.ukon 8 Cottage Lot 3tYukon Plan B CTG Lot Imp Calc = MJ6 House Front faces: E 3 Right-JO Worksheet Job. Date: SEG 0616-018 Juste S, 2018 .. Entire House P�rpp. Tracy Satrpy Savoy Engineering Group Phone: (801) 949.5337 Web: brad-calculations.com 1 Room name Bedroom 2 Bedroom Exposed wall 8..1 If 25.5 ft heat/cool 8,1 ft 23.5 ft heat/cool 3 Room height 4.5 x 11.0 ft 11.5 x 12,0 ft 4 Room dimensions 159.5 ft R 138.0 ft 5 Room area Ty Construction U-value Or HTM Area (ft) (ft) Load (Binh) Area (ftp or perimeter (ft) : Load (Btuh) number (Btuhtftk°F) (Btu lft� or perimeter Heat Cool Grass NtP/S Heat Cool Gross NIPIS Neat Cool 6 W 15B13-0=A0 0,093 n 3.56 ' 11.00 0 89 0 79 0 281 59 97 87 310 65 Yukon Pian AG Viniy 0,045 n 156 0.75 10 0 269 120 10 0 269 120 4A5-2ov 17.340 n 26.86 12.03 0 0 0 0 0 4A5-2ovd 0.340 n 26.86 12.03 0 0 0 0 0 0 0 11 Yukon Plan Window 0.077 n 8.08 0,92 0 0 0 0 0 0 0 2ov 0.340 n 26.86 12.03 0 0 0 0 0 0 0 0 0 W 15813-0 10 0.093 e 3L56 OM 0 0 0 65 0 0 0 0' W Yukon Plan AG 0.1745 e 3.56 0.75 117 87 311 0; 0 0 v 0.340 e 26.86 3229 ' 30 0 806 969 0 0 0 0 0 Yukon Pian Window W--G0 0.077 e 6.08 0.92 0 0 0 0 0 0 0 0 2ov 0.340 €1 26.86 32.29 0 0 0 0 0 0 0 0 W 15B13-0 ' 10 0,093 s 3.56 0.00 0 0 0 0 0 0 0 0 0 Yukon Plan AG 0.045 s 3.58 0.75 0 0 0 0 0 0 0 v 0.340 s 26.86 17.82 0 0 0 0 0 0 0 0 0 11130 0.390 s 30.61 1084 0 0 0 0 0 0 0 0 Yukon Plan AG Vinly 0.1345 s 3.56 0.75 0 0 0 0 0 0 0 0 4A5-2ov 0,340 s 26.86 17.82 0 0 0 0 0 0 0 0 W 15B1-0wc-10 0,093 w 3.56 0.00 0 0 0 0 0 93 63 224 47 Yukon Plan AG Vinly 0,045 w 3.56 ; 0.75 0 0 0 0 0 30 0 806 969 4A5-2ov 0.340 w 26.86 32.29 0 0 0 0 0 0 Yukon Plan Window WL--G0 0.077 w 6,08 0.92 0 0 0 0 0 0 0 2ov 0.340 w 26.86 32.29 0 0 0 0 0 0 0 0 0 P 12E-0sw C 16B-50ad 0:068 5,37 0.020 - 1.58 0,70' 1.03 0 1610 0 160 0 252 164 138 138 218 142 F 19A-0bstp 0,366 9.46 2,39' 0 0 0 0 0 0 0- 0 0 0 0 0 F 0P-30t 0.035 - 2.77 0.40 0 0 0 0 0 0 0 0 0 F 20P-30t 0,035 2.77 0,40 0 0 0 0 0 0 0 0 F 21A-32t 0.020 1.58 0,00 0 0 0 68 299 6 c)AEDexcursion Envelope toss/gain 1918 1309 1827 1641 12 a) infiifraton 267 36 246 0 33 0 b) Room ventilation 0 0 13 internal gains: Occupants @ 230 0' 0 0 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 2186 1345 2073 1675 Less external load 0 0 0 0 0 0 Less transfer 0 293 0 92 87 31 Redistribution 2479 1438 2960 1706 14 15 Subtotal Duct loads 43% 57% 1070 825 4310 57% 932 978 Total room load 3549 2263 115 3092 101 2664 137 Air required (cfm) 116 Calculations aeRroved by ACCA to meet all requirements of Manual J 8th fid. 2016-Jul-07 13:03:26 4114- righ Right-5uite49 Universal 2017 17.0,04 RSSU13868 Page 8 ukon B Cottage Lot Mukon Plan B CTG Lot 3.rup Calc - W8 Nouse Front faces: E ._ _ _ w • r • -• • • Jots: SBta 0616-016 Right -JO Worksheet Date; June 9, 2016 r Entire House By: Tracy Savoy 3"�ii34iti 3.y til t. x Savoy Engineering Group Pheonw (801) 949-5337 Web: load-caiculetions,com CL 3 LIN 0 ft 1 Room nam 2 Exposed wall 8.1 ft 2.5 it heaticool 8.1 ft heaticool 3 Room height 2.5 x 6.5 it 2.5 x 2,5 ft 4 Room dimensions 16,3 W 6.3 W 5 Room area Ty Construction t3 -value Or HTI Area {ftp or (ft) Load { tuh) Area (ftp or perimeter (ft) Load (Stub) number (Stuhtftk'F) (8tuhtf#) perimeter Heat Cool Gross NfP1S Meat Cool Cross N/P/S Heat Cool 6 W 151313 d9Cl 0,093 n 3.56 0,00 0 0 6 0 0 0 00 0 s 0 W Yukon Plan AG Vinly 0.045 n 3.56 2686 0.75 12.03 O 0 0 0 00 0 0 0 I 4A5 -lav 4A5-2ovd 0.340 n 0.340 n 26 86 12 03 0 0 a 0 0 0 0 0 11 Yukon Plan Window O.O7i n 6,08 0.92 0' 0 0 0 0 0 0 0 0 0 -2ov 0.340 n 2686 12.03 0 0 0 0 0 0 0 0 0 15513-Owc-10 0.093 e 3,56 3.56 0.00 0,T5 0 0 0 0 0 0: 0 0 Yukon Plan AG 0,045 st 0.340 e 26.86 32,29 0 0 0 0 0 0 0 0 0 0 v Yukon Plan Window 0.077 e 6,06 0.92 0 0 0 0 0 0 2ov 0.340 e 26.86 3.56 32.29 0.00 0 l 0 0 0 0 0 0 0 W 39813-Owc-10 0.093 s 0.045 s 3,56 0.75 0 0 0 0 0 W Yukon Plan AG 0.340 s 26.86 17.82 0 0 0 00 0 0 0 v 11DO 0.390 s 30,81 10.84 0 0 0 0 0 p 0 0 Yukon Plan AG Vinty, 0.045 s 3,56 26.86 0.75 17.82 0 0 0 0 O 0 0 0 0 0, 0 4A5-2ov W 15813-Owc-10 0,340 s 0.093 w 3.56 0.00 0 0 t0i 72 0 15 0 0 0 0 0 0 Yukon Plan AG Vinly 0.045 w 3.56 0.75 ' 0 0 20 0 0 0 0 0 O 0 45-2cry 0.340 w 28,86 32,29 0 O 0 0 0 0 0 W Yukon Plan Window 0.077 w 6 08 0.92 0 0 0 0 0 0 0 0 0 4M -20v 0.340 w 26,86 0:068 5.37 32.28 0.70 0 0 0 0 0 0 6 0 10 6 P 12E-Qsva C 168-50a 0,020 1.58 1.03 16 16 26 0 17 0 6 0 0 0 0; F 19A-Obstp 0.368 9.46 '' 2.39 ; 0 O O 0 0 0 0 0 0 0 F 20P -30t 0.035 2.77 0.40 00 0 0 0 0 Q 0 F 20P -30t 0„035 2.77 1.58 0.40 ; 0.00 0 0 0 0 0 0 0 F 21A -32t 0.020 _ 3 0 6 c)AED excursion 10 6 98 20 Envelope loss/gain O 0 26 4 0 O 1 a) Infiltration 0 0 b) Roam ventilation 0 13 Internal gains. Occupants C 230 0 0 O 0 0 Appliancesfother 124 33 10 6 Subtotal (lines 6 to 13) 0 Less external load 0 0 0 0 0 0 : 0 •6 Less transfer -124 -33 -10 0 0 14 Redistribution Subtotal -0% 0% 0 0 0 0 -0% 0% 0 0 15 Duct loads Total room load 0 0 0 0 Air required (cfm) ._ _ _ w • r • -• • • .. Right -JO, Worksheet Job:. gate: SSG 0616-018 Jung 9, 2if16 k Entire House ,I%,,A .,, By: Tracy Savoy Savoy Engineering Group Phone: (801) 949-53:37 Web: wwwload-caicuiations.com 1 Room name Bath 3 Hall 2 Exposed wall 7.5 ft 0 ft 3 Room height 8.1 ft heat/cool 8.1 tit heat/cool 4 Room dimensions 5.0 x 9.O ft 1.0 x 66.8 ft 5 Room area 45.0 ftz 50.5 ftp Ty Construction U -value Or HTM Area (ftj Load Area (ftp Load number (Btuh(ftIVF) (Btuhtft� or perimeter (ft) (6tuh) or perimeter (ff) (Stun) Heat Cool Gross Pt1PtS Heat Cool Gross N/P/S Heat Cool 6 W 1 B1-Owd-10 0,093 n 3.56 ' 0,00 ' 8 0 0 0 0 0 0 0 W Yukon Pian AG Vinay 0.045 n 3.56 0.75 0 0 0 0 0 0 0 0 4A5-2ov I::�0 0.340 n 26.86 12.03 0 0 0 0 0 0 0 0 4A5-2ovd 0.340 n 26.66 12.03 0 0 0 0 0 0 0 0 11 1N Yukon Plan Window 0.077 n &08 0,92 0 0 0 0 0 0 0 0 -2.,, 0,340 n 26.66 12.03 ' 0 0 0 0 0 0 0 0. W 15B13-Owc-10 0.093 a 3.56 0.00 0 O 0 0 0 0 0 0 IN Yukon Plait AG 0.845 a 3.56 0.75 0 0 0 0 0 0 0 0 v 0.340 a 26,66 32.29 0 O O 0 0 0 0 0 W Yukon Plan Window 0.077 e 6.06 0.82 0 0 0 0 0 0 0 0 W46 -2.V 0.340 a 26.66 32.29 0 0 0 0 0 0 0 0 `N 15813-O ' 10 0.093 s 3.56 0,00 0 0 0 0 0 0- 0' 0 W Yukon Plan AG 0.045 s 3.56 0.75 0 0 0 0 0 0 0 0 v T:2 0,340 s 26.68 17-82 0 0 0 0 0 0 0 0 L. 11 DO 0.390 s 30.61 10,84 0 0 0 0 0 0 0 0 Yukon Plan AG Vinay; 0.045 s 3.56 0,75 20 20 72 15 0 0 0 0 4A5-2ov 0.340 s 26.66 17.62 < 0 0 0 0 0 0 0 0 W 15B13 -O c-10 0.093 w 3.56 0.00 0 0 0 O O 0 O 0 Yukon Pian AG Vinly 0.045 w 3,56 0.75 41 35 123 26 0 0 0: 0 4A5-ov 0.340 w 26.86 32.29 6 0 €61 194 0 0 0' 0 W Yukon Plan Window 0.077 w 6,06 0.92 0 0 0 0 0 0 0 0 -2ov 0.340 w 26.66 32.29 0 0 0 0 0 0 0 0 P 12E-Osw 0,068 - 5.37 0.70 0 0 0 0 0 0 0 0 C 16B«50ad 0.020 - 1.56 1.03 45 45 71 46 87 87 137 69 F 39A-Obstp 0.366 9.46 2,39 0 0 0 0 0 0: 0 0 F 20P -30t 0.035 - 2.77 0,40 0 0 0 0 0 0 0 0 F 20P -30t 0.035 2,77 0.40 0 0 0 0 0 0 0 0 F 21A -32t 0.020 - 1,58 O.00 0 0 0 0 0 0' 0 0 6 c)AEDexcursion 62 _7 Envelope loss/gain 427 343 137 82 12 a) infiltration 79 11 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 506 354 137 82 Less external load 0 O 0 0 Less transfer 0 0 0 0 Redistribution 303 90 -137 -82 14 Subtotal 606 444 0 0 15 Duct loads 40% 54% 327 238 40% 54 01 O Total room load 1136 682 0 0 Air required (cfm} 37 35 O O Calculations ae2roved by ACOA to meet all requirements of Manual J 8th Ed. i9t1k 2016 -Jut -0713:0326 !"i ' Right-Suhe Universal 2017 17.0.04 RSU13 Page 10 ...uknn 8 Cottage Lot 31Yukon Pian B CTG Lot 3.rup Calc = W8 House Front faces: F Right-J@ Worksheet Job: Date: SEG 0616-018 June 9, 2016 Endre House By, Tracy Savary Savoy Engineering Group Phone: (801) 949.5337 Web: load-calculatlans.com 1 Room name MECH 1 STRG Stairs 2 Exposed wait 49.0 ft 6.5 If 3 Room height 9.0 If heat/coot 9,0 ft heat/cool 4 Room dimensions 1.0 x 229.0 It 6.5 x 10.5 If 5 Room area 229.0 ft* 88.3 ftr Ty Construction U-value Or HTM Area (ftp} Load Area (ftp Load number (StuhdtZ-°F) (Btuhlft) or perimeter (ft) (Stun) or perimeter (ft) (Stub) Heat Cool Grass N/PIS Heat Cool Gross N P1$ Heat Cool 6 W 15513-0wc--10 0,093 n 3.56 0.00 ; 0 0 0 0 0 0; 0 0 W Yukon Plan AG Vinly 0.045 n 3.56 0.75 0 0 0 0 0 0 0 0 4A5-2ov 0.340 n 26.86 12.03 0 0 0 0 0 0 0 0 4A5-2ovd 0,340 n 26.86 12.03 0 0 0 0 0 0 0 0 t 1 W Yukon Plan Windows 0.077 n 6.06 0,92: 0 0 0 0 0 0 0 0 2ov 0.340 n 26,86 12.03 0 0 0 0 0 0 0 0' W 15513-0wc-10 0.093 e 3.56 0.00 140 140' 496 0 59 59 208 0 W Yukon Plan AG 0.045 e 3.56 0,75 0 0 0 0 0 0 0 0' v 0.340 e 26.86 32.29 0 0 0 0 0 0 0' 0' W Yukon Plan Window 0.077 e 6,08 0.92 0 0 0 0 0 0 0 0 -2ov 0.340 e 26.86 32,29 0 0 0 0 0 0 0 0 W 1 x813-0w -10 0,093 a 3.56 0.00 162 162 576 0 0 0 0' 0 W Yukon Plan AG 0.045 s 3.56 0.75 0 0 0 0 0 0 0 0 fta�ftv 0.340 s 26.86 17.82 0 0 0 0 0 0 0 0 11 D0 0.390 s 30.81 10.84 0 0 0 0 0 0 0 0 Yukon Plan AG Vinly 0.045 s 3.56 0.75 0 0 0 0 0 0 0 0 4A5-2ov 0.340 s 26.66 17.82 + 0 0 0 0 0 0 0 0 W 15513-0wc-10 0.093 w 3.56 0.00 140 140 496 0 0 0 0 0 Yukon Piaci AG Vinty 0.045 w 3.56 0.75 0 0 0 0 0 0 0 0 4A5«2ov 0.340 w 26.36 32.29 0 0 0 0 0 0 0 0 W Yukon Plan Window 0.077 w 6,08 0,92 0 0 0 0 0 0 0 0 -2ov 0.340 w 26.86 32.29 0 0 0 0 0 0 0 0 P 1'2E-Osw 0,066 5.37' 0.70' 0 0 0 0 0 0 0' 0' C 168-50ad 0.020 - 1.58 1.03 0 0' 0 0 0 0 0 0 F 19A-Obstp ()L368 9.46 2.39 0 0 0 0 0 0 0 0 F 20P-30t 0,035 2.77 0.40 0 0 0 0 0 0 0 0 F 20P-30t '; 0,035 2.77 " 0,40 0 0 0 0 0 0 0 0 F 21A-32t 0.020 1.58 0,00' 229 229 362 0 68 68 108 0 4 6 c)AEexcursion 0 0 Envelope loss/gain 1930 0 316 0 12 a) infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants tz 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1930 0' 316 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 121 0 -316 0 14 Subtotal 2050 0 0 0 115 Duct toads -0% 0% 0 0 -0%1_0% 0 0 Total room load 2050 0 0 0 Air raga#red (cfm) 67 0 0 0 Calculations a2eroved by RCCA to meet all requirements of Manua! J 8th Ed, h 1t 2016-Jui-07 13:03;26 Right-Suite2 Universal 2017 17.0.04 RSU1386r8 Page 11 .,ukon 6 Cottage Lot 31Yukon Plan 8 CTG Lot 3.rup Calc = W8 House Front faces: E Job: S 6618-018 /X R1 fit- O orksheet Date: June 9, 2016 Entire House By: Tracy Savoy Savoy Engineering Group Phone: (801) 949-5337 Web wawtoaci-calcutations.com 1 Room narne Bath 4 Liners 0 ft 2 Exposed wall 9.0 If 5.0 fit heat/cool 9.0 ft heaticooi Room height 1.0 x 48.5 It x 2.0 ft 4 Room dimensi A Neat Cool Gross IP1S Heat Cool Gross NIP1S Heat Cool yy 3,56 O.00 0 0 0 0 95 95 3366 00 n 1 26.60: 12.03 0 !0 tt A 0 0 0 0 v...,.-.0 v 0,093 w 3.56 0.00 u Job; SEG 4616-418 0.045 w 0.340 w /V ` Right -JO Worksheet 4A,5-2ov Yukon Pisan Window 0.077 w Crate: Juno 9, 2416 0.92 540 Entire Noose 0.340 w 2686 5.37 By; Tracy Savoy P C Savoy Engineering Group 0,068 0.020 1.58 1.03 Phone (801) 949-5337 Web; wr rload-catculations.com 19A-Obstp r 9.46 2.77 2.39 0.40 F F 20P -30t 20P -30t CL 4 2.77 Bedroom 4 1 Room name 0.020 2.5 ft 0.00 22,5 ft 9.0 ft heat/cool 2 Exposed wall 0 9.0 ft heat/cool 12.0 x 10.5 ft 3 : Room height 0 2.5 x 8.5 ft 0 4 Room dimensions a 29.3 ftX 0 128.0 ft' I 5 Room area Ty Corsstruetion U -value Or HTM Area (ft�j Load (Btuh) Area {ftp Load or perimeter (ft) {Blah) P 0 number (Btuhfftl- (Btuhdit j or perimeter {ft) 0 0 A Neat Cool Gross IP1S Heat Cool Gross NIP1S Heat Cool yy 3,56 O.00 0 0 0 0 95 95 3366 00 n 1 26.60: 12.03 0 !0 tt A 0 0 0 0 4AtY-;40V -; N 15813-Owc-10 v...,.-.0 v 0,093 w 3.56 0.00 u Yukon Plan AG Vinly 0.045 w 0.340 w 3,56 28.86 0.75 32.29 4A,5-2ov Yukon Pisan Window 0.077 w 8.08 0.92 540 20v 0.340 w 2686 5.37 r P C 92E-Osw 168-50ad 0,068 0.020 1.58 1.03 F 19A-Obstp r 9.46 2.77 2.39 0.40 F F 20P -30t 20P -30t O 035 2.77 0.40 F 21A -32t 0.020 1 58 0.00 6 c) AEC? excursion 0 0 0 0 Envelope loss/gain 0 0 0 12 a) infiltration 0 0 t:, a 4AtY-;40V -; N 15813-Owc-10 v...,.-.0 v 0,093 w 3.56 0.00 u Yukon Plan AG Vinly 0.045 w 0.340 w 3,56 28.86 0.75 32.29 4A,5-2ov Yukon Pisan Window 0.077 w 8.08 0.92 540 20v 0.340 w 2686 5.37 32.29 0.70 P C 92E-Osw 168-50ad 0,068 0.020 1.58 1.03 F 19A-Obstp 0.368 0.035 - 9.46 2.77 2.39 0.40 F F 20P -30t 20P -30t O 035 2.77 0.40 F 21A -32t 0.020 1 58 0.00 6 c) AEC? excursion 0 0 0 0 Envelope loss/gain 0 0 0 12 a) infiltration 0 0 0 0 b) Room ventilation 0 0 0 13 internal gains: Occupants @ 230 0 0 O Appliances/other 0 0 0 Subtotal (lines 6 to 13) 0 0 0 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 14 Subtotal 0 0 0 15 Duct loads 0 0 0 0 Total room load 0 0 0 0 Air required (cfm) 00 0 0 a 0 0 0 to u 0 0 0 0 0 23 80 0 540 54 O 0 0 0 0 0 0 0 0 0 0 54 29 0 0 0 25 Oi 00 0 0 0 0'. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0' 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 30 126 1 26 192 U 0 0 0 0 176 27 01 0 0 0 17 9575 851 701 9 0 0 0 01 1645 861' 0 0 0 0 59 0 1704 861 0 0 1704 861 56 44 w Calculations approve,,., by AUU^ TO C 2016-Jul,07 13M:1 WrIlghtSOO' AM. _ukon 8 Cottage Lot 3\Yukon Plan 8 CTG Lot W Care - W8 House Front faces: E 0 114.._....._... 0 0 0 0 0 0 0 114 0 O 0 0 0 -114 0 0 0' -0% 0% 0 0 -0°/< 7-7 [1 0 Q 192 U 0 0 0 0 176 27 01 0 0 0 17 9575 851 701 9 0 0 0 01 1645 861' 0 0 0 0 59 0 1704 861 0 0 1704 861 56 44 w Calculations approve,,., by AUU^ TO C 2016-Jul,07 13M:1 WrIlghtSOO' AM. _ukon 8 Cottage Lot 3\Yukon Plan 8 CTG Lot W Care - W8 House Front faces: E Job. SEG 0616.018 `' Right-JO Worksheet Gate: Jurte 9, 2016 Entire Neuse Sy. Tracy Savoy Savoy Engineering Group Phone: (801) 949-5337 Web: load-calcuWtions,com REC Room 1 Room Warne 43.5 ft 2 Exposed wall 9 ft heaticool 3 Roam height .O 1<0 x 290.0 ft4 Room dimensions 290.0 ftp 5 Room area Ty Construction Li-value -value Or HTM (Btuhfft� Area (ft2) or perimeter (ft) (Btuh) Load or perimeter number (Btuhtft*--°F) Heat Cool Gross N/PIS Neat Cool Gross N/P/S Neat Coo! 6 W 15513.Owc.10 0,093 n 3.58 ' OM 59 0 59 0 208 0 0 Yukon Plan AG Vinly 0.045 n 3,56 26,88 0.75 12,03 0 0 0 0 4A5-2ov 4A5-2ovd O3 340 n 0.940 n 26.86 12.03 0 0 0 178 0 27 11 Yukon Plan Window 0.077 n 6.08 0,92 ± 54 25 29 0 672 3010 -2ov 0,340 n 26.86 12.03 0 0 0 15B13-Ow�c-10 0.093 e 3.56 3.56 0.00 0,75 0 0 0 0 Yukon Plan AG 0.045 e 0 0 0 0 v 0.340 e 26.88 32,29 0 0 0 0 W Yukon Pian Window 0.077 e 608 0.92 0 O 0 2ov 0.340 e 26.86 0.4 93 s 3.56 ' 32.29 0,00 0 4 5 160 W 15813-Owe-10 W Yukon Plan AG 0.045 s 3 56 0.75 0 0 0 0 0 v 0.340 a 26.86 17 82 0 0 0 0 0 0 L 11[3O 0,390 a 30.81 10.84 ' 0 0 O Yukon Plan A Vint 0.045 a 3,56 26,86 0.75 17.82 0 0 0 0 0 4AS-2ov W 1SB13-Owc-10 0.340 a 0.093 w 3.56 0.00 180 180 640 0 Yukon Plan AG Vinly 0.045 w 3,66 26 86 075 32.29 0 0 0 0 0 0 0 4A5-20v W Yukon Plan Window 0.340 w 0-077 w 6.08 0.92 54 29 178 672 27 8077 2ov 0.340 w 26.86 32,29 25 0 0 0 00 P 12E-Osw 0,068 5,37 0.70 0 0 0 C 16B-50ad 0.020 1.58 0.368 9.45' 1.03 2.39 0 0 O 0 F 1 A-Obstp F 2OP-30t 0.035 2.77 0.40 0 0 0 0 0 F 2OP-30t 0.035 2.77 0.020 158 0.40 (Z.00 0 290 0 290 0 458 0 F 21A-32t 214 6 c}AEU excursion 3162 1375 Envelope loss/gain 140 19 12 a3 infiltration O a b) Room ventilation 13 internal gains. Occupants @ 230 0 0 Applianceslother 3302 1394 Subtotal (lines 6 to 13) 0 0 Less external load 0 0 Less transfer 81 0 Redistribution 3382 1394 14 Subtotal -0% O°% O 0 15 Cruet mads 3382 1394 Total roam load 110. 71 Air required (of m) Calculations apDroved by ACOA to meet all re uireents of Manual J 8th Ed, 2016-Jug-07 13:03:26 viviright-SOf1t'Right-SuiteO Universal 2017 17.0,04 RSU13868 Page 14 ukon 8 Cottage Lot 3XYukon Plan 8 CTG Lot 3.rup Calc = W8 House Front faces: E Project Summary I Entire House Savoy Engineering Gro Phone: (801)949-5337 Web: vomload,calculatiOns.cOm Project Infonnation For: Yukon Grove B Plan - Cottage W/O Bonus Lot 3 3245 Yukon Court, Wheat Ridge, CO 80033 Notes'. Joy Valentine Cool Sunshine Heating &Air Conditioning, Inc Design InToRRon, Outside db -7 OF Inside db 72 *F Design TD 79 OF Heating Summary 015 Structure 29124 Btuh Ducts 4738 Btuh Central vent (112 cfm) 8010 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 41872 Btuh • Method Simplified Construction quality Tight Fireplaces 0 Make Trane Trade 9 d- TUCIB06OA9361 AHRI ref 2008193 1 AFUE Heatin Coolln Area (ft) 24U 24N Volume (ft3) 15586 15586 Air changes/hour 015 0.08 Equiv. AVF (cfm) 39 21 Make Trane Trade 9 d- TUCIB06OA9361 AHRI ref 2008193 1 AFUE 092.1 6000 Btuh 56000 Btuh 56 OF 1106 cfm 0,033 cfm/Btuh O50 in H20 I . �# �1. Z IsEq Outside db 95 OF Inside db 75 OF Design TD 20 H OF Daily range Relative humidity 50 % Moisture difference -45 gr/lb Structure 16684 to Ducts 3941 Btuh Central vent (112 cfm) 2028 Btuh Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 22652 Btuh Structure 472 Btuh Ducts -234 Btuh Centralvent 112cfm -2846 Btuh Equipment laUnt I= 0 Btuh Equipment total load 22652 BtLak A'eq. total capacity at 0.90 SHR 21 ton ,r -- Make Trane Trade TRANS Cond 4TTR3036E1 Coil 4TXCB036BC3 AHRI ref 5594487 Efficiency 11,5 EER, 13 SEER Sensible cooling 30960 Stuh Latent cooling 3440 Btuh Total cooling 3 4400 Btuh Actual air flow 1050 cfm Air flow factor 0.051 cfm/Btuh Static pressure 0,50 in H2O Load sensible heat ratio 1,00 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed - ------------ WrlghtSiOft' Right-Suitee' universal 2017 17,0,04 RSU13868 pag ..ukon B Cottage Lot 3kYukon Plan B CTG Lot 3,rup Cain = W8 House Front facm E Job: SEG 0616-018 Manual S Compliance Report DaW June9,2016 A»' Entire House & By: Tracy Savoy %\ - S-NwI N(!m I p Savoy Engineering Group ai Phone: (801) 9495337 Web: vmWiloadi1s,corn M Design Condons Outdoor design JDB95O'F Sensible gain'. 22652 Btuh Outdoor design WB: 59,OOF Latent gain: 0 Btuh IndoordesignDB: 75VF Total gain: 22652 Btuh Indoor RH: 50% Estimated airflow: 1050 Cfm Equipment type: Split AC Manufacturer: Trane Actual airflow'. ' 0 :10 Sensible capacity: 251 Latent capacity: 1767 Total capacity', 26948 MW I I I a Lit L!I*A M Jx* g+2ge I a - -. I M 1111111 11 Jill I� lill , - I f ; * * !it It Equipment type, Gas furnace Manufacturer: Trane Actual airflow: 1106 cfm Output capacity, 56000 Btuh P-qill Co-rditions ---------- -- The above equipment was selected in accordance with ACCA Manual S. Temp. rise: 50 OF 2016 -Jul -07 13:03:38 wrightS10fit' Hight-SurteO Universal 2017 17,0.04 RSU13868 Page I .,Ukon B Cottage Lot 31Yukon Plan B CTG Lot Imp Cate = WS House Front faces: E �k system Summary Job: SEG 0616-018 Duct Date: June 9, 2016 Entire House By: Tracy Savoy SNN(,)\ l) Savoy Engineering Group Phone: (801) 949-5337 Web� www�oad-calculations.com For: Yukon Grove Plan B - Cottage W/O Bonus Lot 3 3245 Yukon Court, Wheat Ridge, CO 80033 2016 -Jul -07 13:03:38 wrightSOft' Right-SuiteO Universal 2017 17.0,04 RSU13868 Page I ...Ukon B Cottage Lot 31Yukon Plan B CTG Lot Imp Cale = W8 House Front faces: E Heating Cooling External static pressure O50 0 in H20 Pressure losses 0,29 in H20 0,29 in H20 Available static pressure 0,21 in H20 011 in H20 Supply / return available pressure 0 157 0.053 in H20 0,157 0,053 in H20 Lowest friction rate O072 in/I 00ft 0072 in/I 00ft Actual air flow 1106 cfm 1050 cfm Total effective length (TEL) 291 ft Supply Branch ie' 1i Table Design Actual Ftg,Eqv Name (Btuh) Ln (ft) Ln (ft) Bath 25�O 166 21 OX0 47�O 150.0 st6 Bath I c 45 23 ii.h 4O OX0 2&0 150.0 st3 Bath 3 h 113 --tit. .0 OX0 43,0 145,0 st5 Bath 4 h 41 0 4,0 OX0 17,0 150,0 st3 Bedroorn 2 h 54 115i is 01 OxO 54,0 135,0 st5 Bedroom 3 c 68 137 7.0 1 60�5 0 125. st5 Bedroorn 4 h 170 44i i 0 OX0 39,0 1 115,0 1 st3 GR/DRIKIT-A C 160 2i 6 O t 17�O i 125�O I stl GR/DRIKIT-B c 160 82 6 0 t 16 5 i 105,0 sti GR/DRIKIT-C c 160 82 6.0 OX0355 135O st3 GRIDR/KIT-D 0 160 t i i 6.0 O 27.5 125.0 st3 MECH / STRG h 205 0i 01, OX0 11,0 115O SO Master Bedroom C 159 1 6 O OxO O 130.0 st6 Master Bedroorn-A C 159 : i i 6O OX0 43,0 175.0 st6 Master Bedroom -8 c 159 81 &0O X0 O O st6 Mud I Laundry h 33 4,0 OX0 I 9 0 140,0 st3 'st3 REC Room h 3382'ti 6O 1 OX0 29O 105.0 2016 -Jul -07 13:03:38 wrightSOft' Right-SuiteO Universal 2017 17.0,04 RSU13868 Page I ...Ukon B Cottage Lot 31Yukon Plan B CTG Lot Imp Cale = W8 House Front faces: E 2016 -Jut -07 93:03:38 Ak;. rtw h Right-Suite`s Unhersat 2017 '47.0.04 RSU13868 Page 2 ukon 8 Cottage Lot 30Yukon Pian B CTG Lot 3,rup isle = W8 Nouse Front faces: E Supply Trunk Detail Table Trunk H x W Duct Type (Cfm)(in) • Material 0,0 597 90 ShtMetl st4 stl Peak 1 M • 75 t M ShtMetl Peak Y Mi�y! 335 rr • !! y{.AII • ! • w.,. M « +. A Peak ^! 4. ! • a♦ ! ♦ <i! is ShtMetl • k AVF 515 552 1y a st5 Peak AVF 254 287 i` ,083 645 a Return Branch Detail Table Hxw Stud/Joist +OX0 515 72.5 Return Trunk Detail Table Trunk Typ.+ 1. w..w ! y yya• 2016 -Jut -07 93:03:38 Ak;. rtw h Right-Suite`s Unhersat 2017 '47.0.04 RSU13868 Page 2 ukon 8 Cottage Lot 30Yukon Pian B CTG Lot 3,rup isle = W8 Nouse Front faces: E m X 0 RM cr 3: 0 I m .1 r- m (n cn Cil co Cl) m X 0 RM cr 3: 0 I m .1 r- m I A m co CO CC 0 i TR? TRAAW 17-1I2° 15-114" 5/8" 7/8'DIA. HOLES ELECTRICAL CONNECTION GAS CONNECTION 0 :: Condensing ' StageSingle • r ' • • • FLUE CONNECT i T► 7d8" DIA. K.O. 112°` ELECTRICAL SUPPLY 2 114`" 7/8" DIA. K.O. r S/Z n ELECTRICAL r 6 r % r SUPPLY 4(1,r (ALTERNATE) 30-513" ,��� � ���� � 1-�/ ` 1-1f2"DIA. K.O, CCAS r 20,'1/4 i $ (ALTERNATE) i t w v r a ~ ECS6 1-118" DIAKO.(22-112 r *- CONDENSATE w,,a DRAIN - Altemate 4-1132" C! s !!$ 5 ! ljry 11*✓fe 1-7/8"X 718' SLOT K.O. CCS 8 i CONDENSATE DRAIN i✓(j 1,� (FOR HORIZONTAL)AI f }41 I,�,��i����yl�F� y .w •� ` s0 103-8 'sy M�U1!if M MED.-HIGH • ! 962 771873 .-ILI Yellow i 103' NEW 852 766 1 •ia` 891 750 686 614 . r. kYM. Y TEMPERATUREISE II II III IIII CfIIII Uul �UII �U I11� ubic Feet w � •�� EMM �� i� �� <�� TYPE Upflow / Horizontal RATINGS W Input BTUH 60,000 Capacity BTUH (ICS) 0 56,000 AFUE 92.O Tem2. rise (Min. -Max.) IF, 30-60 SLOWER DRIVE DIRECT Diameter -Width (In,) 1 0 x 7 No. Used 1 Speeds (No.) 4 CFM vs. in, vv,g. See Fan Performance Motor HP 1/3 R.P.M. 1075 VoIWPh/Hz 115/1/60 COMBUSTION FAN - Type C-eriffiNgal Drive - No. Speeds Direct -1 Motor HP - RPM 1/55-3000 Volts/Ph/Hz 115/1/60 F.L. Amps 1.0 FILTER — Furnished? No Type Recommended High Velocity Hi Vel. (No,-Size-Thk.) 1 - 17x25 - I in, VENT COLLAR — §ize (I j 2 Round WITT Type -Fired Alum. Steel -Unfired Gaune (Firedl ---------- I O-RIFIC—ES Nat,Gas, Oty. — Drill Size 3-45 Q�. — Drill Size 3-56 14P PILOT 9AFffY 60010E Hot Surface Ignition BURNEAS--_-Type Multiport ins 0 Number POWER CONN. — V/Ph/Hz 115/1/60 Ampacity (in Amps) &�4 Max, Qvercurrent• - - --------- DIMENSIONS HxWxD Crated (in.) 41- 3/4 x 19-1/2 x 30-1/2 Uncrated (in.) 1.7-1/2 x 28 Shipping (Lbs,) / Net (Los) 150/140 0 Central Furnace heating designs are certified by the American Gas Association Inc. Laboratories. d be reduced at the rate of 4% for each 1000 feet above sea teveL (3) Based on U.S, Government Standard Tests, C!) The above winng specifications are in accordance with National Electrical Codo� however, installations must comply with local codes, NATURALGAS 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 rai and L.P. gas. Limit setting and rating without changing burners. finish for strength and beauty. The heat Or der standard rating conditions using Ameri- can National Standards Institute standards.. SAFE OPERATION — The Integrated System Control has solid state devices, which continuously monitor for presence of flame, when the system is in the heating mode of operation. Slow opening, dual solenoid combination gas valve and regu- lator provide extra safety and quieter op- eration. W11 T501 #0 heavy gauge aluminized steel heat ex- Snae T . rane has a poirry of conrituous product and product data improvement, it reserves the right trichange specifics - tions and d"gn wothout nottoe. Trade A business of American Standard Companies www.trane.com •r E.A.C./hurnidifier, 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 pletely lined with foil -faced fiberglass insu- lation. This results in quiet and efficient operation due to the excellent acoustical and insulating qualities of fiberglass. the room thermostat. Complete front ser- vice access. 11 A; 01myr, • WHE w rRAAW" "M 1,7-1/2" "1 " 16-1/4" HOLES ELECTRICAL CONNECTION DIA. HOLE - GAS CONNECTION 5111= 4strgo L •z'1zf;1�vij' I d, I• Single Stage TUC1 B080A9421 A 2" DIAMETER FLUE CONNECT 7/8'DIA, KO, ELECTRICAL SUPPLY (ALTERNATE) 7/8" DIX KO tCTRICAL AII V ON r-AT01 I& -12q# WTAI VjW&A 9:41-siff-AW-11 1[*1jA-fagj-1jjJ 9 CFM VS. TEMPERATURE RISE I� IIIA Irk Illl�lalCubic Feet Per Minute jCFM) 10/06 0 2006 American Standard Inc. TUCIB08OA9421A 1748 1 1683 1 1615 1470 1375 1367 1347 1268 iIIIII0112111 moo o 2 -MED. -LOW- Yellw 1178 1167 1 1147 1082 I -LOW -Red 859 63 1 856 CFM VS. TEMPERATURE RISE I� IIIA Irk Illl�lalCubic Feet Per Minute jCFM) 10/06 0 2006 American Standard Inc. TYPE Upflow / Horizontal RATINGS U2 Input BTUH 80,000 Capacity STUH(ICS) 74,000 AFUE 92.0 Temp. rise JMin,-Max. ) IF. 35-65 BLOWER DRIVE DIRECT Diameter -Width (In,) 10X8 No. Used I 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 -1 Motor HP - RPM 1/25-3200 Volts/Ph/Hz 11511160 F.L. Am2s 1,35 FILTER — Furnished? No Type Recommended High Velocity Hi Vel, (No,-Size-Thk,) I - 17x25 - lin. _ --_--_- -- -------- ------ - - -- , 1 Central Furnace heating designs are certified by the American Gas Association Inc. Laboratories, Ratings shown are for elevations up to 2000 feet. For elevations above 2000 feet; Ratings should be reduced at the rate of 4% for each 1000 feet above sea level. (D Based on U.S. Government Standard Tests, ,D The above wiring specifications are in accordance with National Electrical Coft however, installations must comply with locail codes. NATURAL GAS MODELS—Centrat 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 modeis can be converted to L.P. gas used in the cabinet with baked -on enamel ral and LP, gas. Limit setting and rating without changing burners. finish for strength and beauty, The heat der standard rating conditions using Ameri- can National Standards Institute standards. SAFE OPERATION — The Integrated System Control has solid state devices, which continuously monitor for presence of flame, when the system is in the heating mode of operation. Slow opening, dual solenoid combination gas valve and regu- lator provide extra safety and quieter op- eration, heavy gauge aluminized -steel heat ex- SinceTrane has arolociv conlinuousproductandproduct data improvement, it reserves ihe right tochangespeofica- hons and design without notice, Technical Literature - Printed in U.S.A. Trend A business of American Standard Companies www.trane.com J, im difier, 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 pletely lined with toil -faced fiberglass insu- lation. This results in quiet and efficient operation due to the excellent acoustical and insulating qualities of fiberglass. the room thermostat. Complete front ser- vice access. ammat"T ug •- a A HEAT EXCHANG,79ff— Type-Fired Alum. Steel -Unfired Gau Fired 20 RIF Nat.Gas, Oty. — Drill Size 4-45 L,P. Gas 9 D611 Size 4-56 Redundant -S PICO—T FtfV—DEV Type Hot Surface I Q tion ffURNERS___Ty_Pe mulliport lnsVoF— Number .. . . . . . 4- POWER CONN. VjPh/HZ 4 11511/60 Ampacity (In Amps) 95 PIPE_CQNN.,SIZ:E ..... ..... . . .. DIMENSIONS HxWxD Crated (in.) 41- �/4 x 19-1/2 x 30-1/2 WEIGHT Shipping (Lbs,) / Net (Los) 158/148 , 1 Central Furnace heating designs are certified by the American Gas Association Inc. Laboratories, Ratings shown are for elevations up to 2000 feet. For elevations above 2000 feet; Ratings should be reduced at the rate of 4% for each 1000 feet above sea level. (D Based on U.S. Government Standard Tests, ,D The above wiring specifications are in accordance with National Electrical Coft however, installations must comply with locail codes. NATURAL GAS MODELS—Centrat 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 modeis can be converted to L.P. gas used in the cabinet with baked -on enamel ral and LP, gas. Limit setting and rating without changing burners. finish for strength and beauty, The heat der standard rating conditions using Ameri- can National Standards Institute standards. SAFE OPERATION — The Integrated System Control has solid state devices, which continuously monitor for presence of flame, when the system is in the heating mode of operation. Slow opening, dual solenoid combination gas valve and regu- lator provide extra safety and quieter op- eration, heavy gauge aluminized -steel heat ex- SinceTrane has arolociv conlinuousproductandproduct data improvement, it reserves ihe right tochangespeofica- hons and design without notice, Technical Literature - Printed in U.S.A. Trend A business of American Standard Companies www.trane.com J, im difier, 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 pletely lined with toil -faced fiberglass insu- lation. This results in quiet and efficient operation due to the excellent acoustical and insulating qualities of fiberglass. the room thermostat. Complete front ser- vice access. ammat"T ug •- a A https:/,/www.conifortsite.cotii/EBiziApplication/productlnfo/`Perfoniianc.a. K�W 5/1/2015 High Speed --- U.S. (English] Capacities are net in Btuh/1000 - indoor fan heat deducted Outdoor Model 4TTR3036GI Indoor Model ARIREF Airflow 1200 Total Net Capacity 36000 Btuh 1350 Tot Airflow 1150 CFM I Compressor Power -- 2 Indoor Fan Power 420 watts Outdoor Fan Power 129 watts SEER 1150 Airflow 1050 1350 Tot 98 102 Sensible Capacity O 9 07 Compressor Kw 0 9 1.01 Rated with 2S Feet 3/4 suction 3/8 liquid lines O.D.D.BI.D.W.B. TOTAL CAPACITY SENSIBLE CAPACITY SYSTEM 72 75 78 80 Kw 85 59 34.10 28.60 32.20 34.10 34.10 2.80 85 63 35.80 2120 26.80 30.40 32.80 2.83 85 67 38.20 18,00 21.60 25,30 7.70 2,85 59 32.40' 27.80 [U 32.40 03.20 =95 95 63 34,00 22.40 29.70 123 95 67 36,30 17.30 20,90 24.50 26.90 3.26 105 63 32.20 21.70 25.30 28,90 3130 162 105 67 34.40 16,60 20.20 23.80 26.20 166 105 71 37.30 11.60 15.30 18.90 2130 3,69 115 63 30.40 21.00 24,60 28,20 30.40 4.02 115 67 32.40 15.90 19.50 2110 25.50 4.06 115 71 35.20 10.90 14.55 18.20 20.60 4.10 *** 95 59 32.40 IDDB= 75.00 3130 3.20 * * 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 I of 1 5/1/2015 1:33 PN4 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