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3070 Teller Street
�LAf City of WheatjZ,idge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29" Ave F: 303.237.8929 May 23, 2018 Owner/Occupant 3070 Teller Street Wheat Ridge, CO 80033 Wheat Ridge, CO 80033-8001 P: 303.235.2855 RE: Previously permitted project plans available for retrieval — Permit 201700139 (New 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 — June 20th — and must be retrieved in person at the Building Division offices. This letter must be presented at the time of retrieval of the plans and/or documents. Plans and/or documents available for retrieval CANNOT be mailed and plans and/or documents will NOT be available for retrieval after the expiration of the retrieval period. You may retrieve plans and/or documents between the hours of 7:30 a.m. and 3:30 p.m., Monday through Friday, at the Building Division offices located at 7500 W. 29th Avenue in Wheat Ridge. Cordially, Kimberly Cook Permit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2873 Fax: 303-237-8929 www.ci.wheatridge.co.us City of Wheat �dge COMMUNITY DEVELOPMENT www.ci.wheatridge.co.us CERTIFICATE OF OCCUPANCY Permit #: 201700139 `j,I'. City of Date: 11/21/2017 -09rWheatjdge COMMUNITY DEVELOPMENT 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 *Stipulations: New single family - 2 350 sg ft This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above Permit number and on property described below, does comply with the Wheat Ridge Building Code, Zoning and other related land use and development laws of the City of Wheatridge, and may be occupied for the use specified. OWNER: WARNER KENNETH S ADDRESS: 3060 Teller ST, Wheat Ridge, CO 80033 CONTRACTOR/ADDRESS: Kenneth Warner 3060 Teller ST, Wheat Ridge, CO 80033 PROPERTY ADDRESS: 3070 Teller ST, Wheat Ridge, CO 80033 PARCEL #: 39-264-02-012 OCCUPANCY: R-3 TYPE OF CONST: V -B OCC LOAD: N/A FOR THE FOLLOWING PURPOSE: Single Family - New Code Editions: No change shall be made in the Use of this building without SDrinklered: 2012 ICC / 2014 NEC prior notice and a new CERTIFICATE OF OCCUPANCY No from the City of Wheat Ridge Certificate MUST be posted by front door of Chief Building Inspecto ;7) commercial occupancies Zoning Administrator lip �.. 5..� 'Y�fi'IKC .I CJ_ / !' �I �I \� J _■ SP E CT 16�CORD Occupancy/Ting ^,r'' INSPECTION Comments REQUEST LINE: (303) 234-5933 94 17 ; 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 Pier _ Rough Electric * Concrete Encased Ground (CEG) ' -7 n Foundation / P.E. Letter t+ Ize Do Not Pour Concrete Prior To A royal 0% The Above I'ns ections Underground/Slab inspections Date Inspector Initials Comments Electrical Comments Sewer Service 94 17 ; Plumbing a t } _ A164 S/.ife - GA 6-3t.j% Do Not Cover Underground or 13e4ow/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof 94 17 ; _ A164 S/.ife - GA 6-3t.j% Lath / Wall Tie Rough Electric * V Rough Plumbing/Gas Line Rough Mechanical _IL-KrY z r/ i Rough Framing Insulation Flt/lw� you KS Gu � b uc. p • ur` Ali leow � Drywall Screw / Nair FinalInspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. L�- _ 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. "-Z1 / — Fire Inspection / Fire Protection Dist. Final Electrical OINZYZ Final Plumbing Z 7 � 7 t'• Final Mechanical , f ' i Roof r Final Window/Doors Id > "�36 Final Building aq j {I NOTE: All items must be completed anJ approved by nning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits - Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. "For Inspection Time Window Requests - Please email insotimereauest .ci.wheatridae.co.us by 8:00 A.M. the day of the inspection with the property address in the subject line of the email. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather *1 $ 3 4 City of Wheat Ridge Single Family - New PERMIT - 201700139 PERMIT NO: 201700139 ISSUED: 03/21/2017 JOB ADDRESS: 3070 Teller St., Wheat Ridge, CO 80033XPIRES: 03/21/2018 JOB DESCRIPTION: New Single Family Home - 2350 sq ft. *** CONTACTS *** FEES Total Valuation OWNER (303)717-4097 WARNER. KENNETH S 1,574.33 Use Tax SUB (303)400-0111. Brian Gebauer 170063 Minuteman Heating and Cooling SUB (720)364-8490 Santos F. Morales 110147 MOR Plumbing LLC GC (303)717-1097 Kenneth Warner 170059 KSW Construction Inc. SUB (970)274-4310 Matthew P. Heffernan 150202 Electrical Systems Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 300,000.00 FEES Total Valuation 0.00 =tan Review Fee 1,574.33 Use Tax 5,400.00 :permit Fee 2,422.05 Engin, Review Fee 150.00 Sidewalk Comm Develo 2,348.55 ** TOTAL ** 11,894.93 COMMENTS **" Iii iI�HiV.1MtN4Al:�l� ** CONDITIONS *** MM: Approved per pians and red -line notes on pians. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Occupan•:,v is not permitted prior to Certificate of. Occupancy issuance. As part of the foundation inspection and PRIOR to the placement of concrete and before proceeding jzch any further construction, a completed, signed and sealed, Fo,.ndation Setback �:r,d Elevation Certification shall be submitted to the City for review. `Phe ce-rtifi-cat:ion form shall be fully completed by a Professional Land Surveyor licensed ir. the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or. Improvement Survey Plat shall be submitted to the City. For one.- or two --family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall, be surfaced with concrete, asphalt, brick pavers or similar materials. A right--of-way permit may be required; contact Public Works Department at 303-235-2861. a. One street tree per severity (70) feet (or portion thereof) of street frontage to be placed within the front setoack prior to issuance of a certificate of occupancy. b. No less than twenty-five percent (25%) of the gross lot area and no less than one hundred percent (100%) of the front yard shall be landscaped. Contact the Planning Dept. for permitted species and sizes of trees. All landscaping shall be in conformance with Section 2.6-502 of the Zoning and Development i t CITY OF WHEAT RIDGE, ` Building Inspection Division. w. (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: `7 f'/ �% xbl Job Address: Permit Number: ❑ No one available for inspection: Time % :30 AMS Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:& %% I? Inspector: DO NOT REMOVE THIS NOTICE 1* � i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 40/ A//14/Zz 14-i.4, Job Address: 26710 T% �. Permit Number: ney%1Sq ❑ No one available for inspection: Time 2 AW M.' Re -Inspection required: Yes No ff` When corrections have been made,call`for re -inspection at 303-234-5933 Date:// , /7- r Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE �� Building Inspection Division- - (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time,,_,`, --- --SAM%PM"i Re -Inspection required: Yes 'No/ When corrections have been made, cyan -tom re -inspection at 303-234-5933 Date: - / 7 Inspector:��/ DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9�Building Inspection Division'' ` (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 17� Job Address: Permit Number: LlNo one available for inspection: Time a' ::;'' ` AM/PM re' .r Re -Inspection required: Yes /"No'., When corrections have been made, call for re -inspection at 303-234-5933 Date:/ !17 "/ Inspector: )en/ , // /2,� 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: 37 Permit Number: ❑ No one available for inspection: Time / _ AM/PMO Re -Inspection required: Yes No ; I When corrections have been made, call for re -inspection ' at 303-234-5933 Date: ! / ' / 7 / ! 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: r(?- I /M) )> /sp Job Address: �i'o 717L,6�z ST - Permit Number: 20) % (Y,) 1 3Cf i 91- nl U i &EA - cAll -rox_ All Yea VGN.3 oGG'7HG� wA11-11Fe,4— 1-0apis Gdelp SH - wA I I SHE" G h S146- K U u - 01-r r"110- AIVT ❑ No one available for inspection: Time v "M �I I/PM Re -Inspection required: Yes &N When corrections have been made, call for re -inspection at 303-234-5933 Date: 6130// % inspector: 6410 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE 4 Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303),237-8929 Fax INSPECTION NOTICE Inspection Type:��` Job Address: juFa S -t Permit Number:U� , C ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re-ins/p6ction at'° UI -234- 33 Date: 1-7- Inspector:�'_<:�— �__ DO NOT REMOVE -THIS NOTICE 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: 5't . �lZ, 611S, M -UO X411Z Job Address: 3 Q% Q T l I (0'. r2 Permit Number: 2.O / i C 0/ 3 cj ❑ No one available for inspection: Time icy- AM/PM Re -Inspection required: Yes (No) r` When corrections have been made, call for re-inspeCflo 'at 03-234-59� c� Dater Inspector: 3011 ON SI1413AOM13hf ION 00 /joloedsul EE 5-bEZ-EoE 3e uoi;oadsui-aa ao{ /leo `apeui uaaq aney suoijoeiaoo uayM. ON) s9A :paainbaa uoiloodsul-oH Wjy� quail :uoijoadsui aol apopinU quo ON OZ :aagwnN Iivaaad S oz— :ssaippd qor SCS (j :ads .L uoil3odsul 331ION N01103dSNI xeJ 6268-L EZ (EOE) • aa!O SS8Z-SEz (EOE) aull uo►loadsul £E6S-bEZ (£OE) uoisinia uoil3adsul Buipllna 3Jala lV3HM 30 A113 .* i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line C NV/ (303) 235-2855 Office • (303) 2U7-,8929, Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number:-{�/��q ❑ No one available for inspection: Time -.> M/PM Re -Inspection required: YesNo When corrections, have been made, call for re -inspection at 303-234-5933 , 4Dater v Inspector: ( i%'r DO NOT REMOVE THIS NOTICE 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:' Job Address:// v % ,� S r Permit Number: r f�Cr1,;2 D v-P,n t ❑ No one available for inspection: Time %Z- G 3 AM/PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: 5� 9"� 7 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: P U Ir - Job Address: 0-) b T. I %Y 4 S T Permit Number: Ci t 7 L-, 6/ 3 9 rebyY o ❑ No one available for inspection: TimeA Re -Inspection required: Yes No *When corrections have been made, call for re-inspectio `'303-234-5933 Date: Y�- c / �� Inspector: DO NOT REMOVE THIS NOTICE City of C`7`Theat�dge MMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION This form, including the Exhibit on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification must be submitted for review and approval prior to the placement of concrete and before proceeding with any further construction. DATE: April 13, 2017 PERMIT# 201700139 ADDRESS: 3070 Teller Street, Wheat Ridge, Colorado 80033 LOT 1 , BLOCK , Parry Minor Subdivision SUBDIVISION I hereby certify that the elevation and location of the structural foundation for the above property described above has been measured by me or directly under my supervision. The foundation setbacks and elevations for all building corners as stated herein have been found by me to be in compliance with all municipal setback and elevation requirements, and all civil engineering and Building Permit construction plans as approved by the City of Wheat Ridge. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: 25.2' REAR: 55.8' SIDE: 5.0' SIDE: The MINIMUM ELEVATION has been determined to be: 5473.85' 10.0' (NAVD88). The above measurements have been detennined on the following location: Check only one): X Top of foundation prior to placement of concrete (Forms Only) The setback atuLelevation Signed Top of proposed foundation subsequent to placement of concrete locations are identified on the attached exhibit. Print John B. Guyton, PLS Date April 13, 2017 Professional Surveyor FOR OFFICE USE ONLY Approved by: Inspector Date www.d.wheatridge.co.us Rev 12106 EXHIBIT FOR FOUNDATION FORMS ON LOT 1, PARRY MINOR SUBDIVISION, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET 1 OF 1 FOUND #5 REBAR W/ 1-1/2" ALUMINUM CAP STAMPED "LANE SUR LS 16637" 1.0' SOUTH OF CALCULATED POSITION FOUND #5 REBAR W/ 1-1/2" ALUMINUM CAP STAMPED "LANE SUR LS 16637" w I 5.0' 5.0' P, 5473.86' 5895 42 W 119 E_ Surveyors Statement I, JOHN B. GUYTON, A LAND SURVEYOR LICENSED IN THE STATE OF COLORADO, a24.0' 3 HEREBY STATE FOR AND ON BEHALF OF FLATIRONS, INC., TO KEN WARNER, THAT THIS b 5473.88' N 5473.135`1_1 o 0 ( IN FEET ) a o a 1 inch a 30 ft. 25.2' �� 2.0' 5473.88' 12.0' 55.8' `5473.88' 5473.88 o w 0 N bFOUNDATION F- FORMS ONLY C) o v 73.89' 4.0' t` co o 25.2' o LOT 1 PARRY MINOR SUBDIVISION ID V5473-87'--,, M� 5473.90' M of —5473.88' S89'5r42'W 4.0 wa Z) Ofav 2.0' Ln U N 0 00 z5473.88' 00 SPOT ELEVATION (TYP) f a 36.0' /-5473,86' N a59.8' 10.0' D o SET 18" #5 REBAR WITH 1 1/2" ALUMINUM CAP "FLATIRONS SURV 16406" JOB NUMBER: 17-68,802 DRAWN BY: M. LUND DATE: APRIL 13, 2017 THIS IS NOT A "LAND SURVEY PLAT" OR "IMPROVEMENT SURVEY PLAT" AND THIS EXHIBIT IS NOT INTENDED FOR PURPOSES OF TRANSFER OF TITLE OR SUBDIVISIONS OF LAND. RECORD INFORMATION SHOWN HEREON IS BASED ON INFORMATION PROVIDED BY CLIENT. z 0 0 a N � w W F a \ai\J �1Oa < N U a maN� w U J O Ln SOV O z w Ln O Z a O N Note BENCHMARK INFORMATION: NGS POINT K 412, BEING A STAINLESS STEEL ROD WITHOUT SLEEVE LOCATED 1.1 MILES FROM SITE, WITH A PUBLISHED ELEVATION OF 5397.11 FEET (NAVD88). NO DIFFERENTIAL LEVELING WAS PERFORMED TO ESTABLISH THIS ELEVATION. Surveyors Statement I, JOHN B. GUYTON, A LAND SURVEYOR LICENSED IN THE STATE OF COLORADO, GRAPHIC SCALE HEREBY STATE FOR AND ON BEHALF OF FLATIRONS, INC., TO KEN WARNER, THAT THIS AS -BUILT EXHIBIT WAS PREPARED BY ME OR UNDER MY RESPONSIBLE CHARGE; THAT w o 15 w SAID EXHIBIT AND THE RELATIVE ELEVATIONS SHOWN HEREON ARE ACCURATE TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF. ( IN FEET ) JOHN B. GUYTON COLORADO P.L.S. #16406 1 inch a 30 ft. CHAIRMAN & CEO, FLATIRONS, INC. JOB NUMBER: 17-68,802 DRAWN BY: M. LUND DATE: APRIL 13, 2017 THIS IS NOT A "LAND SURVEY PLAT" OR "IMPROVEMENT SURVEY PLAT" AND THIS EXHIBIT IS NOT INTENDED FOR PURPOSES OF TRANSFER OF TITLE OR SUBDIVISIONS OF LAND. RECORD INFORMATION SHOWN HEREON IS BASED ON INFORMATION PROVIDED BY CLIENT. z 0 0 a N � w W F a \ai\J �1Oa < N U a maN� w U J O Ln SOV O z w Ln O Z a O N I i CITY OF WHEAT RIDGE Building Inspection Division / (303),234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: � O VA_ Job Address: c 'a 6 "-1-f Z/o a '_%' 't-` Permit Number: 0 I ') 0 0,/ 3 4 ja f i) i- r pie ry,d 12 n ❑ No one available for inspection: Time � Q� AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: i v t Inspector:" i DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE *a 9r(303) Building Inspection Division(303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: E 1) Job Address: 07 A % .� 111fk. SIT Permit Number: 6 0 I Pa., ��it Dv y� s ❑ No one available for inspection: Time-: S 0 AM/PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: z1 f. Inspector: DO NOT REMOVE THIS NOTICE Date: April 5, 2017 Subject: Open hole Inspection, 3070 Teller Street, Wheat Ridge, Colorado Job No.: 16-667 Mr. Kenneth Warner 3060 Teller Street Wheat Ridge, Colorado 80033 Dear Mr. Warner: As requested, Hollingsworth Associates, Inc. has conducted an open hole inspection located at 3070 Teller Street in Wheat Ridge, Colorado on April 5, 2017. The soils at the bearing elevation were very clayey sands. The site was ready for the placement of the foundation. If you have any questions please call. Since r a��"nnumn��#„�, ,/ HOLo ;SOCIATES, INC. w.A 9921 Harouingswo HH: eg A�l,1N���`���`` Reviewed by: TH Hollingsworth Associates, Inc. Geotechnical & Environmental Engineers 2875 W. Oxford Ave. #7 Sheridan, Colorado 80110 303-781-5188/fax 303-781-5224 City of Wheat Ridge Single Family - New PERMIT - 2017001.39 PERMIT NO: 201700139 ISSUED: 03/21/2017 JOB ADDRESS: 3070 Teller St., Wheat Ridge, CO 8003BXPIRES: 03/21/2018 JOB DESCRIPTION: New Single Family Home - 2350 sq ft. *** CONTACTS *** OWNER (303)717-4097 WARNER KENNETH S SUB (303)400-0111 Brian Gebauer 170063 Minuteman Heating and Cooling SUB (720)364-8490 Santos F. Morales 110147 MOR Plumbing LLC GC (303)717-4097 Kenneth Warner 170059 KSW Construction Inc. SUB (970)274-4310 Matthew P. Heffernan 150202 Electrical Systems Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** Total Valuation Plan Review Fee Use Tax Permit Fee Engin. Review Fee Sidewalk Comm Develo ** TOTAL ** *** COMMENTS *** ESTIMATED PROJECT VALUATION FEES 0.00 1,574.33 5,400.00 2,422.05 150.00 2,348.55 11,894.93 300,000.00 *** CONDITIONS *** MM: Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Occupancy is not permitted prior to Certificate of Occupancy issuance. As part of the foundation inspection and PRIOR to the placement of concrete and before proceeding with any further construction, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to the City. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. a. One street tree per seventy (70) feet (or portion thereof) of street frontage to be placed within the front setback prior to issuance of a certificate of occupancy. b. No less than twenty-five percent (25%) of the gross lot area and no less than one hundred percent (100%) of the front yard shall be landscaped. Contact the Planning Dept. for permitted species and sizes of trees. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. 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, anall 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 perforin the work described and approved in conjunction with this permit. I further�ttest that I am legally authorized to include all entities named within this document as parties to the work to be performed and tWall work to be performed is disclosed in this document and/or its' ap: ompanying approved plans and specifications. Si ature of OWNER or CONTRAC"TOR (Circle one) /Datef 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the 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 Offial and is not guaranteed. 4• No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and hispection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable cod �sr-#ny ordinance or regulatii�on•` off this jurisdiction. Approval of work is subject to field inspection. ll I r` �' QAC Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of Whea-W,d e COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(c)ci.wheatridge.co.us 1,J Ni MK FOR OFFICE USE ONLY Date: A 1N [ 7 /i 1 Plan/Permit # �o I `� �/ Plan Review Fee: $ C Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. **" Property Address: LI) Property Owner (please Property Owner Email: Mailing Address: (if different than property address) Address: State Arch itectlEngineer: �Q r, Phone:C ArchitectlEngineer E-mail: (4&0& &:<WZj/ Phone: Contractor: Contractors City License #: Phone: 36_43 7/%- 1.f5lk7 Contractor E-mail Address: 4&O;::�3 d 1904 ,6G_2 Sub Contractors: Electrical W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL ❑✓RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE P -NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Sq. Ft./LF .;� -3 j2 Btu's/)no Amps oZ(.`o Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 9661 666. 00� OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE.(OWNER) ONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Electronic SiEnature (first and last name): 12 �� DATE: 3� / \,� DEPARTMENT USE ONLY ZONING COMMMENTS; / y / OCCUPANCY CLASSIFICATIO r� 717Q Reviewer: 4J v, BUILDING DEPARTMENT COMMENTS: V`Itd 2019 Reviewer: POOL -1451 WoPee- commjEwTa - r) DlRgr,T P-mF Pg4w CCWAI5Fr07-5 AS s14oWN eN pav, : ,fit VQ %1�D - L/NEa s t m FY -AN To oanrEG% An i,46e 7' PRopie p r/j�� 3/11!7 ©,r-. F9CM 5rO2Nt�YQ7`_c� 12v��F. 2) A 6RAp1n1C' Gg PRicR 7b GSE% TO 15NSVp'- PPvPFP- Building Division Valuation: $*wd as sial d. 517r- 6AAd/Ae-. 5 00 3075 A 6 0 w J A O W MH OW 00 O Vu O W O O O ' O p COn Ch •'k e � , S r S RESIDENTIAL Building Permit – Plan Review Worksheet Address: -30'40 T� t ucz '7 Zoning: Lot Size: Ij � 0`J -'C' sq. ft. Lot Width: � f7 Property in the flood plain? If yes, add surveying condition FLD. Type of project (applicable survey conditions in parenthesis): 1�-7 -:7 > ft. Rev. 06/2014 ❑ Accessory ISP, ILC or site plan - none if in floodplain (FLD) ❑ Addition ILC and site plan _- if w/in 2' of setback or in floodplain (FND) if in floodplain (FLD) - ---- — ---- New ILC and site plan yes (FND) if Win 2' of setback (NRS) if in floodplain (FLD)_ Maximum Lot Coverage: /A "-,? % ? , t ' l% sq. ft. Existing Improvements: House: Shed: Detached garage: Other: Proposed Improvements: sq. ft. House/addition: (-p 3 sq. ft. sq. ft. Shed: sq. ft sq ft. GL Garage: sq. ft. sq. ft. Other: sq. ft. Total Existing sq. ft Proposed+Existing Z_ �� sq. ft Lot Coverage % Lot Coverage Z % Required Setbacks: FR 25' S S' S IO R l 0 Provided Setbacks: FR '7 S S 5- S to R S 6 For additions or new construction, is the structure within 2 feet of minimum setbacks? 4 e S If yes, add surveying condition FND. Maximum Height: ) S 1 ft. Maximum Size: sq. ft. Proposed Height: 22 ' 6 ft. Proposed Size: sq. ft. Parkland: If the permit is for new construction, have parkland dedication fees been paid? If no, add condition PFEE, notify owner, and notify building division. Streetscape: Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots ❑ New development ❑ 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 ❑ Curb ❑ Gutter L15 -foot sidewalk adjacent to the property? �- If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY—Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. Rev. 06/2014 Other notes/considerations: Access SSI For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. j�' In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. ❑ For all uses, one access point per property is permitted. Landscaping For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Street trees required: I Street trees provided: 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. In the event that landscaping cannot be installed due to inclement weather prior to the issuance of a C.O., an escrow agreement with financial guarantees may be allowed to ensure future installation. 125% of the cost of the proposed improvements will be required with the agreement. These funds will be reimbursed back to the property owner or contractor once the improvements are in place. • City of W heat f dge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291h Ave. February 6', 2017 Kenneth Warner 3060 Teller St. Wheat Ridge, CO 80033 Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 RE: Plan Review for 3070 Teller Street, New Single Family Home Kenneth: I completed the initial review of the plans submitted for the new single family home located at 3070 Teller Street. The following comments are needing to be addressed to approve the plans and application: An updated ILC (Improvement Location Certificate) will need to be provided showing the proposed improvements including the new single family home. The ILC provided has a date of 02/05/2010, which does not depict the new me. truss design packet.' • gage fs5�� ai 1$�s�esh et ti ndi� pRcic eq i onA-6ore studs � • AA RESCheck depicting energy code compliance, including Manual J & D. Also, duct detail information. &W to aw, •Wage 2/6; Detail 2 — Over theto plate, please show how you will be achieving the R49 ceiling insulation re irement. �1,�, 4' � S s a� . • rovide information for the front porch regarding the railing and stairsA • ✓P ovide water heater detail. • rovide legend detail for the electrical diagram. • P ovide gas fireplace manufacturer's specifications. • 'rovide gas line detail for fireplace, and if applicable, water heater, furnace, and stove. trovide vide vent hood information over stove. plumbing plans containing isometric drawings and fixture schedule. • /� r vide soils report. • et 1/6; Mechanical details list 2015 International Residential Code, but the City of Wheat Ridge is currently under the 2012 International Residential Code. Please make these corrections and submit new Sheet 1/6. Once these comments are ready for submittal, they can be brought to our office and the corrected pages will need to be inserted in the submitted plans by the owner or Architect/Engineer. Pages removed will be left with our office for comparison of changes. Please let me know if you have any questions or need additional information. Thanks, Melissa Mackey Senior Permit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2855 Fax: 303-237-8929 www.ci.wheatridge.co.us www.d.wheatridge.co.us City of SINGLE FAMILY/DUPLEX `1`% ize at j�idge BUILDING PERMIT APPL PUBLIC woRxs ICA TION RE VIEW Pu Date: -;3Z7T7 Location: 307 TELLE2 ST ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a A/P lLP located at the above referenced address. Please note the comments checked below. 1. Drainage: a. Drainage Letter & Plan required: Yes No b. Site drainage/grading plan have been reviewed and are: —Z�OK refer to 2. Public Improvements required & to be completed with project: stipulations. a. street paving/patching: Yes --V/ No Completed b. curb & gutter: Yes --j( No Completed c. sidewalk: Yes --,I/ No Completed d. Other (specify): Yes No Completed For items not constructed, the amount of funds taken in lieu of construction: $ 3. -4/— Does all existing roadway/alley R.O.W. meet the standards of the City: —/— Yes No If not, what is required? If R.O.W. is required, has the deed been received Yes No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. —iJ!�. Y�i.d3/711-7 KtTz-,, Signature Mark Van Nattan Datef 5. jd NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s): Signature Mark Van Nattan Date L•. • • 'ice C2.9AW i.. _ RgPEA 7b FW 1fy0/JAd6Urv�L_RE> L/Al9n C�2/�C 7. A Grading Certification Letter from the Engineer -of -Record accompanied by an Improvement Location Certificate (ILC) shall be required prior to the issuance of the Certificate of Occupancy. 8. V NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 04/2016 �®City of W bat e PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29'h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date:X7//-7 Location of Construction: 30:Z6 TE/ -1 Purpose of Construction: f; W -2J a -r-,d M /Ly DL1i Single Family _z Commercial Multi -Family Development Review Processing Fee: ................................................ $100.00 $ lD(�, OD (Required of all projects for document processing) Single Familv Residence/Duplex Review Fee: ..................................... $50.00 $ _50 eV0 Commercial/Multi-Family Review Fees: • Review of existing or minimal technical documents: ........................ $200.00 $ e Initial review' of technical civil engineering documents (Fee includes reviews of the 1" and 2nd submittals): .......................... $600.00 $ • Trak Impact Study Review Fee: (Fee includes reviews of the 1" and 2nd submittals): .......................... $500.00 $ c Trip Generation Study Review Fee: .................................................. $200.00 $ * O & M Manual Review & SMA Recording Fee ................................ $100.00 $ ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: 0 Resubmittal Fees: 3rd submittal (% initial review fee) :.................................................... $300.00 $ 4"' submittal (full initial review fee) :................................................. $600.00 $ All subsequent submittals: ............... ................................................. $600.00 $ (Full initial review fee) TOTAL, REVIEW FEES (due at time of Building Permit issuance): DO 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. (i.%,hr�mridLe.co u� Rev 12/12 FEE CALCULATION WORKSHEET Project: Warner Residence Address: 3070 Teller St. Item Description Quantity Unit 1 Excavation & Embankment MVN Unit Cost Earthwork — rough grade — 7.5' wide 0.83 SY 5.98 Earthwork — fine grade — 7.5' wide 0.83 SY 2 Reconditioning 1.03 $ 1.97 Reconditioning & proofrolling — 7.5' wide 0.83 SY 3 Sidewalk 23.90 $ 20.64 Concrete sidewalk — 6" thick and 5' wide 0.56 SY 4 Curb & Gutter 52.19 Vertical curb & gutter 1 LF Total cost per linear foot ENTER LENGTH OF FRONTAGE1 45 LF Date: 3/7/17 By: MVN Unit Cost Item Cost $ 5.98 $ 4.98 $ 1.23 $ 1.03 $ 1.97 $ 1.64 $ 43.02 $ 23.90 $ 20.64 $ 20.64 $ 52.19 Cost of sidewalk only $1,305.00 Cost of curb, gutter only $1,043.55 Cost of curb, gutter, and sidewalk $2,348.55 Notify applicant, include as a condition of approval, and let Melissa know Fee Calculation Worksheet - 3070 Teller St.xlsx lily C4 haat �cl 1'Ulit IC W()RKS City of Wheat Ridge Municipal Building 7500 W. 29h Ave. Wheat Ridge, Co 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: ADDRESS:��- Dear Contractor: fn conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File �vlv\N.ci.Nv head ridge. ccs. us Rev 2/08 Dimensions in inches. Refer to installation/owner's manual for detailed specifications on installing this product. Hearth & Home Technologies reserves the right to update units periodically. Product installation must adhere strictly to instructions shipped with product. Model Specifications NNXT39331 Unit Front Width: Framing Front Width: Unit Back Width: Framing Back Width: Unit Height: Framing Height: Unit Depth: Framing Depth: Glass Size: BTU/Hour Input: NNXT42361 Unit Front Width: Framing Front Width: Unit Back Width: Framing Back Width: Unit Height: Framing Height: Unit Depth: Framing Depth: Glass Size: BTU/Hour Input: 38 39 11-5/8 39 34 34-7/8 19-1/8 19-5/8 33 x 22-5/8 29,000 41 42 14-5/8 42 34 34-7/8 19-1/8 19-5/8 36 x 22-5/8 31,000 Specification Images 11-5/8 2951 19-118" A.. I4861 T, 11-5/8 12951 E 38" [9651 =E- - 33"[8381 s� (/-/media/Images/Dimension Drawings/HTL/Novus_nXt/HTL-gasFP- NovusNXT3933-TOP-FRONT.ashx) Top/Front: 3933 Top/Front: 4236 Sides: Both Sizes Rear: Both Sizes Clearances: Both Sizes Framing: 3933 Framing: 4236 Unit Location: 3933 Unit Location: 4236 Efficiency Chart NNXT39331 Steady State: 64% AFUE: 62% Canada EnerGuide: 63% NNXT42361 Steady State: 63% AFUE: 69% Canada EnerGuide: 64% Heat output will vary depending on the type of fuel used. The flame and ember appearance may vary based on the type of fuel burned and the venting configuration used. Actual product appearance, including flame may differ from image shown. Refer to the owner's manual for complete clearance requirements and specifications. Product specifications and pricing subject to change without notice. For testing and listing information please refer to the owner'shnstallation manual. *For select products: Heating capacity to be used as a guide only. See your local dealer for help in determining the product that best suits your heating needs based on climate and home efficiency. tFor wood -burning appliances: Actual burn times will vary based on how the appliance is operated, load size, moisture content and type of wood used, and installation. Products Shopping Tools (/Browse) (/Shopping- Tools) • Fireplaces (/Browse/Fireplaces. aspxpet Product Ideas • Gas Fireplace (/Shopping- Tools/Get- Inserts Product- (/Browse/Inserts.aspx) Ideas.aspx) • Outdoor Products • Buying Resources (/Browse/Outdoor- (/Shopping- Products.aspx) Owner Support (/Owner - Support) Current Offers • Troubleshooting & any Heatilator fireplace or insert FAQs (/Owner- (/Offers/Coupons/Disco Support/Troubleshooting- and-FAQs.aspx) 100.aspx) • Install & Owners Manuals (/Owner- Support/Install- Z wr The new decree of con4art' Fatstype DespWi n Gallon Capeft "am Number Geatput httuue 84dh Recorerytn G.P.N. WRtae FMMw 00111wy G.P.N. Nrto Vad A Efficiency. 1bMc Newt G . Dlam. C eLtoas Ctern. D -Specifications Yent lrataCWM RLIDS& VbWConn. Stae Caular T8ipVw" an E F G N Shift t� EderV New Tall 50 XGSOT12HE40W 40 40.4 86 62-3/4 531/4 21-1/2 14 3or4 8 52-1/2 3/4 165 0.62 Tall 40 XG40T12HE4000 40 40.4 73 63-3/4 60-1/4 131/2 14 3 or 4 8 53-1/2 3/4 135 0.62 Short 40 XG40S1211E38UD 38 38.4 72 53-3/4 50-1/4 21-1/2 14 3or4 8 44 3/4 125 0.62 Tall 50 XP50T12HE36U0 36 36.4 86 62-3/4 531/4 21-1/2 14 3or4 8 52-1/2 314 165 0.62 Tall 40 XP40T12HE36U0 36 36.4H12 63-3/4 j 60-1/4 131/2 14 3 or 4 8 53-1/2 314 135 0.62 Short 40 XP40S12HE36U0 36 36.4 53-3/4 1 531/4 21-1/2 1 14 3 or 4 8 44 3/4 1 125 0.62 Energy Factor based on D.O.E. (Department of Energy) test procedures. 0 FLUE ANODE ROD _ H H �EOP WATER COLD CONNECTION WATER ;CON ECTION F' +iE 3/4" N.P.T. RELIEF I VALVE OPENING A B I t/2" G f—+ D In keeping with its policy of continuous progress and product improvement, Rheem reserves the right to make changes without notice. Rheem Water Heating • 101 Bell Road Montgomery, Alabama 36117-4305 • www.rheem.com The new degree of comfort - The PERFORMANCE PLATINUM" High Efficiency atmospheric gas water heaters offer more hot water at a lower cost Efficiency 6.62 EF Performance • FHR: 72 - 86 gallons ■ Recovery: Up to 40.4 GPH at a 90° F rise, depending on model Diagnostic Valve 0 Self powered diagnostic • gas control valve for improved monitoring and service Low Emissions ■ Eco -friendly burner, low NOx design ■ Meets 40 ng/J NOx requirements Maintenance Free Burner System ■ Exclusive air/fuel shut-off device ■ Maintenance free — no filter to clean ■ Disables the heater in the presence of flammable vapor accumulation Co Ibusflw ShuboN System Flinn• Anesror Plate Self -Cleaning F Fights sediment and mineral build-up 0 K Reduces fuel costs Longer Life S Premium grade anode rod provides long-lasting tank protection High Altitude Compliant 0 Certified to 10,200 ft. above sea level Plus... • Dual certified for both potable water and space heating • Durable brass drain valve • Temperature and pressure relief valve included R Low lead compliant Standard replacement parts S Standard Cat. I, double-wall, B -vent, X/4" combo vent Warranty E 12 -Year limited warranty for tank and parts, 3 -year full in-home labor warranty` 'See written warranty for complete details Units meet or exceed ANSI requirements and have been tested according to D.O.E. procedures. Units meet or exceed the energy efficiency requirements of NAECA, ASHRAE standard 90, ICC Code and all state energy efficiency performance criteria. PERFORMANCE PLATINUM Atmospheric 40 and 50 -Gallon Capacities Up to 40,000 Btu/h C!R!I -IF D' See specifications chart on back. 3 Home / Plumbing / Water Heaters / Residential Gas / Natural Gas Water Heaters Model # XG50T12HE4000 Internet #204697785 Store SKU #1000034941 Store SO SKU #1001020883 t +1 Save to List Pick Up In Store Today Add to Cart. Free store pickup at Golden ❑5 in stock Aisle 33, Bay 005 Text to Me Change Pickup Store Or buy now with Product Overview Rheem Performance Platinum 50 Gal. Tall 12 Year 40,000 BTU High Efficiency Natural Gas Water Heater (666) Write a Review Questions & Answers ((63) • Provides ample hot water for households with 3-5 people • Make sure it fits: measure your space to ensure dimensions fit • Same-day installation in most areas. Call 1-855-400- 2552 by noon. $719.00 /each ❑ LET'S PROTECT THIS. Add a 5 -year Home Depot Protection Plan for $69.00 Learn More Quantity — 1 We're unable to ship this item to: GU,PR,VI The Rheem Performance Platinum 50 Gal. Natural Gas Tall Water Heater comes with a 40,000 BTU/hour environmentally friendly low NOx burner that provides ample hot water for households with 3 to 5 people. The push button ignition system We'll Ship It to You Add to 4r&. Standard shipping Expect it March 7 - March 13 See Shipping Options Info & Guides Energy Guide Schedule delivery as soon as tomorrow 5 ensures safe and easy startup. Its maintenance free combustion air intake system means there are no filters to clean and replace. The self-diagnostic gas control valve monitors system performance. A premium grade anode rod provides long lasting tank protection. Factory installed temperature and pressure relief valve and 3/4 in. water connections are included with the water heater for easy installation. California residents: see Proposition 65 information A • California residents: THIS WATER HEATER DOES NOT MEET ULTRA LOW NOX (ULN) EMISSIONS REQUIREMENTS. REGULATIONS PROHIBIT THE SALE, SHIPMENT OR INSTALLATION OF THIS WATER HEATER IN ANY AIR QUALITY DISTRICT THAT REQUIRES ULN WATER HEATERS. Please refer to the map below to confirm if your home is in a district that requires ULN emission water heaters, and if so please select an approved ULN model. • Delivers 86 Gal. of hot water in the first hour • 12 year limited warranty on tank and parts for your convenience • 3 year in home labor warranty for peace of mind • 0.62 energy factor makes this one of the most efficient gas water heaters available • Maintenance free - no filter to clean or replace • Push button ignition system simplifies the startup process • Self-diagnostic gas valve monitors system performance • Designed for easy replacement of your existing water heater • Rated for installations up to 8,500 ft. • Call 1-855-400-2552 before noon for same-day service in most areas, or Visit our Water Heater Installation page for more information. • Meets 2015 NAECA Standards Instructions / Assembly Product Brochure SDS Specification Use and Care Manual Warranty You will need Adobe® Acrobat® Reader to view PDF documents. Download a free copy from the Adobe Web site. FIR SiDecifications Dimensions Product Depth (in.) 21.5 Product Height (in.) 59.25 Product Width (in.) 21.5 Details Application Type Residential Energy Factor 0.62 Finish Family Gray Fuel Type Gas Gas Type Natural Gas Indoor/Outdoor Indoor Maximum Temperature (F) 160 Minimum Temperature (F) 45 Warranty / Certifications Certifications and Listings CSA Certified,FVIR Certified ENERGY STAR Certified No How can we improve our product information? Provide feedback. Tank Valve Size (in.) .75 Water Connection Size (in.) .75 Product Weight (lb.) Recovery Rate at 90F Rise (gallons/hour) Returnable Tank Capacity (gallons) Water Connection Location Water Heater Features Water Heater Profile Labor Warranty Part Warranty 1651b 40.4 90 -Day 50 Top LoNox,Overheat Protection, Pilot Light Window,Pilot Reset Button,Self Cleaning, Temperature Pressure Relief Valve Tall 3 Year 12 Year T r w Q C 4. a it) Fixture Schedule 3070 Teller street Hot Water Heater Kitchen Sink Faucet Garbage Disposal Powder Room Rheem Model #XG50T12HE4000 50 Gallon Kohler Ballard under mount 33x22 Delta Lakeview 19963-sssd-dst Insinkerator 5/8 HP Lavatory Kohler under mount Faucet Delta Porter 4 inch Model #25984LF-BN-CLO Toilet American Standard Cadet 3 Master Bath Sink Faucets Toilets Shower base Shower Faucet control Tub Tub Faucet Second Bath Lavatory Faucet Toilet Tub Tub/shower Faucet control Kohler Ballard under mount Delta Porter 8 inch model#35984LF-BN-ELO American standard Cadet 3 Kohler 30x60 fiberglass Delta Porter Model#142984-BN-7 American Standard EC Corner 54x54 Jetted Delta Porter 144984 -BN -A Kohler Ballard under mount Delta Porter 4 inch Model#25984LF-BN-CLO American Standard Cadet 3 American Standard 5" steel Delta Porter Model#144984-BN-A RighW@ Worksheet Entire Hawse �f Minuteman Heating and cooling 584 Crescent Lake Rd, Golden, CO 80403 Phone. 303-400-0111 Fax 303.765-1335 Email. 1 Room name Entire House Dining 2 Exposed wall 393.8 ft 24.0 ft 3 Room height 9.4 ft d 10.0 ft heaVcdol 4 Room dimensions 120 x 12.0 If 5 Room area 3072.0 ft' 144.0 ft' Ty Construction U -value Or HTM Area W) Load Area (ftp Load number I (BtLnft'-'F) (Bt or perimeter (ft) W1) or perimeter (ft) (Btuh) Hecit Cod Gross N/P/S -(Bt Heat Cool Gross NIP/S Hest Cod 6 W 12C-Osw 0.091 n 6.07 1.69 40 40 243 68 0 0 0 0 W 12C-0sw 0.091 n 6.07 1.69 120 120 728 203 0 0 0 0 t 12C-0sw 0.091 n 6.07 1.69 340 334 202.7 0 0 0 0 I -.G IID�2ov 0.570 n 38.02 19.84 6 0 228 119 0 0 0 0 11 W 15B -9c-6 0.488 n 1504 1.27 168 168 2527 213 0 0 0 0 Ill 12C-0sw 0.091 ne 6.07 1.69 29 15 88 25 0 0 0 0 t -G 1D-c2ov 0.570 he 38.02 43.81 14 0 545 628 0 0 0 0 1� 12C-Osw 0.091 a 6.07 1.69 100 92 558 155 0 0 0 0 L� 1D-c2av 0 570 a 38.02 6187 8 0 304 495 0 0 0 0 Yy 12C-0sw 0.091 a 6.07 1.59 170 146 886 247 0 0 0 0 ---G 1D-c2ov 0.570 a 38.02 61.87 24 0 912 1485 0 0 0 0 U,J 12C-0sw 0.091 a 6.07 1.69 516 438 25% 741 120 90 546 152 1D-c2ov 0.570 a 38.02 61.87 48 0 1825 2970 0 0 0 0 I�-G-G 1Dc2ovd 0 570 a 3802 61.87 30 0 1141 1856 30 0 1141 1856 15B-Oc-6 0.488 a 11.95 0.60 240 204 2438 122 0 0 0 0 1 D-c2ov 0.570 a 38.02 61.87 36 0 1389 7127 0 0 0 0 W 12C-0sw 0.091 se 6.07 169 57 57 343 95 0 0 0 0 1�1 t--' 12C-Osw 0.091 se 6.07 1.69 29 15 a8 25 0 0 0 0 G 1D-c2ov 0.570 se 38.02 53.07 14 0 545 761 0 0 0 0 W 12C-0sw 12C-Osw 0.091 0.091 s s 6.07 6.07 1.69 169 120 580 120 486 728 2850 203 823 0 120 0 90 0 546 0 152 1 D c2ov 0.570 s 38.02 31.86 44 0 1673 1402 0 0 0 0 1Dc2wd 0.570 s 38.02 31.86 30 0 1141 956 30 0 1141 956 W 156-00-6 0 488 s 15.04 1.27 272 272 4091 345 0 0 0 0 1� 12C-0sw 0.091 w 6.07 1,69 140 106 6% 183 0 0 0 0 ►---G 1D•c2ov 0.570 w 38.02 61.87 32 0 1217 1980 0 0 0 0 12C-Osw 0.091 w 6.07 1.69 600 497 3017 841 0 0 0 0 1D-c2ov 0.570 w 38.02 61.87 82 0 3118 5073 0 0 0 0 11P0 0.290 w 19.34 6.84 21 21 406 144 0 0 0 0 IW 1584)c-60.488 w 13.10 0.65 240 216 2829 1831 0 0 0 0 L -G 1Dc2ov 0.570 w 38.02 61.87 24 0 912 1485 0 0 0 0 R 12C-0sw 0.000 - 0.00 0.00 496 475 0 0 0 0 0 0 T -D 11PO 0 290 n 1934 6.64 21 21 406 144 0 0 0 0 C 18B30ad 0.0312 - 2.13 1.51 932 932 1989 1405 144 144 307 217 C 16B30ad 0-032 - 2.13 1.51 579 579 1236 873 0 0 0 0 c C part cling, 0.357 - 23.85 16.84 46 46 1097 775 0 0 0 0 F 19A-01osto 0.368 - 7.99 1.89 6 6 48 11 0 0 0 0 F 19C-19cscp 0.000 - 0.00 0.00 280 280 0 0 0 0 0 0 F 19c-19csc0 0.000 - 0,00 0.00 335 335 0 0 0 0 0 0 F 21A -24t 0.025 - 1.67 0.00 912 912 1521 0 0 0 0 0 F 21A -24t 0.025 - 1.67 0.00 18 18 30 0 0 0 0 0 F 21A 24t 0 025 1.67 0.00 26 28 43 0 0 0 0 0 6 c) AED excursion 0 -342 Envelope bWgain 48561 29824 3681 2991 12 a) Infiltration 8772 1067 690 84 b) Room verddatton 0 0 0 0 13 Irderial gains Occupants 230 6 1380 0 0 Applianceslother 3500 0 Subtotal (lire. 6 to 13) 57333 35771 4371 3075 Less a xtemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 57333 35771 4371 3075 15 Duct bads 27% 34% 15277 12085 27% 34% 1165 1039 Total room bad 72609 47856 5536 4114 Air required (cfm) 1500 151" 114 129 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrlghtsofi Comfort Builder by Wrightsoft 17.0 17 RSU17315 2017-Fetr24 07.50Page I erstMinmanServ%DocumentslCarrierlWamer res rup Calc = MJ8 Front Door faces: W Righ""' Worksheet J -L' Entire House Minuteman Heating and cooling LLC 564 Crescent Lake Rd, Golden, CO 80403 Phone: 303-400-0111 Fax: 303-766-1335 Email. rxrang(gmrnutemanheatmg.cor 1 Roan narne living Roam Kitchen 2 Exposed wall 270 ft 10 O ft 3 Room height 10.0 ft heat/cool 100 ft heat/cod 4 Room dimelstons 1 0 x 164 O ft 150 x 10.0 ft 5 Room area 164.0 W 150.0 ft' Ty Construction U -value Or HTM Area (ftp Load Area (W) Load number (BtL"ft? °F' (Btutdft-) or penmeter (ft) (8tul1) or perimeter (ft) (BttA1) Heat Cod Gross N/PIS Heat Cod Gross WP/S Heat Cod 6 W 12C-Osw 0.091 n 6.07 1.69 0 0 0 0 0 0 0 0 W 12C-0sw 0 091 n 6 07 169 0 0 0 0 0 0 0 0 Iql 12C-0sw 0.091 n 607 1.69 10 10 61 17 0 0 0 0 �-G 1 D-c2ov 0.570 n 38.02 19.84 0 0 0 0 0 0 0 0 11 w 15B -0c-6 0 488 n 15.04 1.27 0 0 0 0 0 0 0 0 l91 12C-0Sw 0 091 ne 8.07 1.69 0 0 0 0 0 0 0 0 1---3 1 Dir 0.570 rte 38.02 43.81 0 0 0 0 0 0 0 0 � l 12C-Osw 0.091 a 6.07 1.69 0 0 0 0 100 92 558 156 t --G tDc2ov 0 570 a 38.02 61.87 0 0 0 0 8 0 304 495 t¢r 12C-Osw 0.091 a 8.07 1.69 0 0 0 0 0 0 0 0 �--G 1D-c2ov 0 570 a 38.02 61.87 0 0 0 0 0 0 0 0 12C-0sw 0.091 a 6.07 1.6,9 0 0 0 0 0 0 0 0 1 D-c2ov 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 1 D-c2ovd 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 158 -OC -6 0.488 a 11.95 0.80 0 0 0 0 0 0 0 0 1D-c2ov 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 W 12C-0sw 0-091 se 6.07 1.69 0 0 0 0 0 0 0 0 t--!' 72C-0sw 0.091 se 6.07 1.69 0 0 0 0 0 0 0 0 1DrZOv 0,570 se 38.02 53.07 0 0 0 0 0 0 0 0 W 12C-0sw 0 091 s 6.07 1.69 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 6.07 1.69 140 116 704 196 0 0 0 0 T::2 1D-c� 0.570 s 38.02 31.86 24 0 912 765 0 0 0 0 I�---1C 7D-c2ovd 0.570 5 38.02 31.86 0 0 0 0 0 0 0 0 W 158-0c-6 0.488 s 15.04 1.27 0 0 0 0 0 0 0 0 1p1 12C-0sw 0.091 w 6.07 1.69 0 0 0 0 0 0 0 0 L -G 1D-c2ov 0.570 w 38.02 61.87 0 0 0 0 0 0 0 0 ►{J 12C-Osw 0.091 w 6.07 1.89 120 104 631 176 0 0 0 0 1 D-c2ov 0.570 w 38.02 61.87 16 0 608 990 0 0 0 0 :� 11PO 0.290 w 19.34 6.84 0 0 0 0 0 0 0 0 1�l 158.0" 0.488 w 13.10 0.65 0 0 0 0 0 0 0 0 1D-c20v 0.570 w 38.02 61.87 0 0 0 0 0 0 0 0 q 12C-0sw 0.000 - 0.00 0.00 0 0 0 0 0 0 0 0 �-D 11P O 0.290 n 19.34 6-84 0 0 0 0 0 0 0 0 C 188 0.032 - 2.13 1.51 164 164 350 247 0 0 0 0 C 168-30ad 0.032 - 213 1.51 0 0 0 0 24 24 51 36 C C pact ceiling, 0.357 - 23.85 16.84 0 0 0 0 0 0 0 0 F 19A-Obstp 0 368 - 7.99 1.89 0 0 0 0 0 0 0 0 F 19C-19csm 0.000 - 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-19csc0 0.000 - 0.00 000 0 0 0 0 0 0 0 0 F 21A -24t 0.025 - 1.67 0.00 0 0 0 0 0 0 0 0 F 21A -24t 0.025 - 1.67 0.00 0 0 0 0 0 0 0 0 F 21A -24t 0.025 - 1.67 0.00 0 0 0 0 0 0 0 0 6 c) AED ecaesion -111 -126 Envelope lcss/gmn 3267 2279 914 561 12 a) Irfiftratron 776 94 288 35 b) Room ventilation 0 0 0 0 13 1nlernal gains Occupants @ 230 0 0 0 0 Appliances/otter 900 1200 SLbtotal (lines 6 to 13) 4043 3274 1201 1796 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redstnbutian 0 0 0 0 14 Stjbtotal 4043 3274 1201 1796 15 Duca toads Z7% 34% 1077 1106 Z7% 34% 320 607 Total room load 5121 4380 1521 2403 Air required (cfm) 106 137 31 75 requirements of Manual J 8th Ed. 2017 -Feb 24 07:50.46 aces W Page 2 15 Right!® Worksheet Entire House Minuteman Heating and cooling LLC 584 Crescent Lake Rd. Golden, CO 80403 Phone: 303-400-0111 Fax 303.766-1335 Email: briang@mtnutemanheating.co 1 Room name Nods Family Room 2 Exposetlwadi 14.2 ft 29.0 ft 3 Room hegit 80 ft heat cool 10.0 ft teat/cod 4 Roan dimensars 1.0 x 157.0 ft 13.0 x 17.0 ft 5 Room area 157.0 ft' 221.0 ft' Ty Construction U -value Or HTM Area (ftp Load Area (ft) ted number (BtLtVft-°F) (Bt t ft� or perimeter (ft) (Btu) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 n 6.07 1.69 0 0 0 0 0 0 0 0 W 12C-Osw 0 091 n 6.07 1 69 0 0 0 0 120 120 728 203 Vpl 12C-0sw 0.091 n 6.07 169 0 0 0 0 0 0 0 0 1� 1 O•c2ov 0.570 n 38.02 1984 0 0 0 0 0 0 0 0 11 w 158-Oc-6 0.488 n 15.04 127 0 0 0 0 0 0 0 0 1 12C-Mw0.091 ne 6.07 1.69 29 15 88 25 0 0 0 0 �--G 1Pc2ov 0.570 ne 38.02 43.81 14 0 545 628 0 0 0 0 1¢I 12C-Osw 0.091 a 6.07 169 0 0 0 0 0 0 0 0 1� 1Dc2av 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 yjl 12C-Osw 0.091 a 6.07 1,69 0 0 0 0 170 146 886 247 t._ G 1D•c2ov 0.570 a 38.02 61.87 0 0 0 0 24 0 912 1485 VV 12C-Osw 0.091 a 6.07 1.69 56 44 267 74 0 0 0 0 1D•c2ov 0.570 a 38.02 61.87 12 0 456 742 0 0 0 0 L��( 1D•c2ovd 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 158 -OC -6 0.488 a 1195 0.64 0 0 0 0 0 0 0 0 1 D•c2ov 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 se 6.07 1.69 0 0 0 0 0 0 0 0 l�f 12C-Osw 0.091 se 6.07 169 29 15 68 25 0 0 0 0 �---G ID 2on 0.570 se 36.02 53.07 14 0 545 761 0 0 0 0 w 12C-0sw 0.091 s 6.07 1.59 0 0 0 0 0 0 0 0 I 120 -Mw 0.091 s 607 1.69 0 0 0 0 0 0 0 0 f -G 1 D-c2ov 0.570 s 38.02 3186 0 0 0 0 0 0 0 0 ��-2 1D-c2Dvd 0.570 s 3802 31.86 0 0 0 0 0 0 0 0 w 158-0c-6 0.488 s 15.04 1.27 0 0 0 0 0 0 0 0 12C-0sw 0.091 w 6.07 1.89 0 0 0 0 0 0 0 0 1D•c2ov 0.570 w 38.02 61.87 0 0 0 0 0 0 0 0 W� 12C-Osw 0.091 w 6.07 1.69 0 0 0 0 0 0 0 0 F- G 1 D-c2ov 0,570 w 38.02 61.87 0 0 0 0 0 0 0 0 ��---DD 11P0 0.290 w 19.34 6.84 0 0 0 0 0 0 0 0 w158 -0c-6 0.488 w 13.10 085 0 0 0 0 0 0 0 0 1D•c2w 0 570 w 39.02 61.87 0 0 0 0 0 0 0 0 12C -Os w 0.000 - 0.00 0.00 0 0 0 0 180 180 0 0 11P0 0,290 n 1934. 684 0 0 0 0 0 0 0 0 C i6B-30ad 0.032 - 2.13 1.51 0 0 0 0 0 0 0 0 C 168-30ad 0.032 - 2.13 1.51 18 18 38 27 39 39 83 59 C C part ceifing, 0.357 - 23.85 16.84 0 0 0 0 0 0 0 0 F 19A-Obsto 0.368 - 799 189 0 0 0 0 0 0 0 0 F 19C-19cscp 0.000 - 0.00 0.00 37 37 0 0 221 221 0 0 F 19C-19csco 0.000 - 0,00 0.00 0 0 0 0 0 0 0 0 F 21A 24t 0.025 - 1.67 0.00 0 0 0 0 0 0 0 0 F 21A -24t 0.025 167 0.00 18 18 30 0 0 0 0 0 F 21A -24t 0.025 - 167 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion -114 100 Envelopeloss/gain 2058 2168 2610 1894 12 a) Inrdtration 327 40 834 101 b) Room ventilartarl 0 0 0 0 13 Internal Ons: Occupants 230 0 0 0 iatrioestother 0 0 900 Subtotal (lines 6 to 13) 2385 2208 3444 2895 Less external load 0 0 Less transfer 0 0 0 0 Redstribution a 0 0 0 14 15 Subtotal Duct bis 2385 2208 0 3444 0 2895 27% 34% 635 746 2 7%1 34%1 918 978 Totai roan load Air required (cfm) 3020 2953 - 387 62 93 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, wrightsof`t- Comfort Builder by Wrightsoft 17.0.17 RSU17315 2017 -Feb -24 07:50:46 erslMmmanServlDocuments4Carrier Wamer res rup Calc -M.18 Front Door faces: W Page 3 AW Right -h® Worksheet Job. Entire House Date: wAmBy: Minuteman Heating and cooling LLC 584 Crescent Lake Rd, Golden, CO 80403 Phone- 303-400-0111 Fax 303-766-1335 Email: bhang@mmutemanheating corn Web: www.mit 1 Room mane Den PDAAder 2 E xposed wadi 21.0 ft O ft 3 Room tight 10.0 ft heat/cool 10.0 ft heat/cool 4 Roan chmiensions 1.0 x 151 O ft 1.0 x 23.0 ft 5 Room area 151.0 ft2 23.0 ft' Ty Construction U -value Or HTM Area (ft) Load Area (w) Load number (BttdJft2-°F) (Bt 1) or perimeter (ft) (Bt t#1) or perimeter (ft) (Stun) Heat Cad Gross N/P/S Heat Cod Gross N/P1S Heat Cool 6 W 12C-0sw 0.091 n 8.07 1.69 0 0 0 0 0 0 0 0 w 12C-0sw 0.091 n 6.07 1.69 O 0 0 0 0 0 0 0 �Qd 12C-0sw 0.091 n 6.07 1,69 0 0 0 0 0 0 0 0 t -C 1 D-c2ov 0.570 n 38.02 19.84 0 0 0 0 0 0 0 0 11 W 158-0c-6 0 488 n 15.04 1.27 0 0 0 0 0 0 0 0 1�! 12Cdlsw 0.091 ne 6.07 1.69 0 0 0 0 0 0 0 0 �-G 1D-c2W 0.570 ne 38.02 43.81 0 0 0 0 0 0 0 0 1ql 12C-0sw 0.091 a 6.07 169 0 0 0 0 0 0 0 0 I -.G 1D-c2ov 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 \pl 12C-0sw 0.091 a 6.07 1.69 0 0 0 0 0 0 0 0 t ---G 1D•c2ov 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 t 2C-Osw 0.091 a 6.07 1.69 O 0 0 0 0 0 0 0 1D•c2ov 0.570 a 38.02 61.87 0 0 O O O O 0 O 1D•c2ovd 0.570 a 38.02 6187 0 0 0 0 0 0 0 0 1�! 0.48 8 a 11.95 0.60 0 0 0 0 0 0 0 0 �-- .G c15B.Oc-6 1Dxv 0.570 a 36.02 61.87 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 se 6.07 1.69 0 0 0 0 0 0 0 0 t 12C -05w 0.091 se 6-07 1.69 0 0 0 0 0 0 0 0 -_G 1D-c2ov 0.570 se 38.02 53.(T7 0 0 0 0 0 0 0 0 w 12c -()SW 0.091 s 6.07 1.69 0 0 0 0 0 0 0 0 12C-0aw 0.091 s 6.07 1.69 90 90 546 152 0 0 0 0 1D-o2ov 0.570 s 38.02 31.86 0 0 0 0 0 0 0 0 1Dc2ovd 0.570 s 38.02 31.86 0 0 0 0 0 0 0 0 w 158-0=-6 0.488 s 15.04 1.27 0 0 0 0 0 0 0 0 1�J 12C-0sw 0.091 w 6.07 1.69 0 0 0 0 0 0 0 0 �--�G 1D-c2ov 0.570 w 38.02 61.87 0 0 0 0 0 0 0 0 v�J 12C-0sw 0.091 w 6.07 1.69 120 96 583 162 0 0 0 0 �L--(D' 1 D-c2ov 0 570 w 3802 61.87 24 0 912 1485 0 0 0 0 11P0 0.290 w 19.34 6.84 0 0 0 0 0 0 0 0 1R/ 15B -0r.6 0.488 w 13.10 085 0 0 0 0 0 0 0 0 t --G 1D-c2ov 0.570 w 38.02 61.87 0 0 0 0 0 0 0 0 t 12C-0sw 0.000 - 0.00 0.00 130 130 0 0 50 50 0 0 --D 11 P O 0.290 n 19.34 6.84 0 0 0 0 0 0 0 0 C 16B 0.032 213 1.51 16 16 34 24 0 0 0 0 C 16B-30ad 0.032 - 2.13 1.51 0 0 0 0 0 0 0 0 C C pat ceiling 0.357 23.85 16.84 0 0 0 0 0 0 0 0 F 19A-ObStD 0.368 - 7.99 189 0 0 0 0 6 6 48 11 F 19G1gcscp 0.000 0.00 0.00 0 0 0 0 2 2 0 0 F 19C-190sco 0.000 - 0.00 000 0 0 0 0 0 0 0 0 F 21A -24t 0.025 - 1.67 0.00 0 0 0 0 0 0 0 0 F 21A -24t 0.025 - 1.67 0.00 0 0 0 0 0 0 0 0 F 21A -24t 0.025 - 1.67 0.00 0 0 0 0 0 0 0 0 6 c) AED excumm 511 -1 E nvelope bss/gam 2076 2335 48 10 12 a) Intfiltratwn 604 73 0 0 b) Room ventilation 0 0 0 0 13 Irtt�n i gains. Occtloalts 230 0 0 0 0 Applianceslotfer 0 0 SuBXotal (lines 6 to 13) 2679 2409 48 10 Less extend toed 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2679 2409 48 10 15 Duct lams 27% 34% 714 814 27% 34% 13 3 Total roan load 3393 3222 61 14 Air required (cfm) 70 101 1 1 1 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WrightSOft' 2017 -Feb -24 07 Comfort Builder by Wnghtsoft 17 0 17 RSU17315 P�44 erslMtnmanServtDocumentstCaniertWamw res rup Calc -M.18 From Door faces W Right oorksheet SAM Entire House Minuteman Heating and cooling LLC 584 Crescent Lake Rd, Golden, CO 80403 Phone 303.400-0111 Fax 303-766-1335 Email: bnanq@minutemd 1 Room name Foyer HaJUFoyer 2 Exposed wall 60 ft O ft 3 Room height 20 0 ft hi ucad 8.0 ft hmVccd 4 Room dmensiorts 10.0 x 60 ft 1.0 x 80.0 It 5 Room area 60.0 ft' 80 0 ft' Ty Construction U -value Or HTM Area (ft-) Load Area (W) Load number (BtLtVftz°F) (Bt w) or perimeter (ft) letup) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 n 6.07 1.8.9 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 n 607 1.69 0 0 0 0 0 0 0 0 12C-Osw 0.091 n 6.07 1.69 0 0 0 0 0 0 0 0 1D-c2w 0.570 n 38.02 19.84 0 0 0 0 0 0 0 0 11 w 15B -0c-5 0.488 n 15.04 127 0 0 0 0 0 0 0 0 T 12C-Osw 0.091 ne 6.07 1.69 0 0 0 0 0 0 0 0 ---G �-G 1D-C2rt 0.570 ne 38.02 43.81 0 0 0 0 0 0 0 0 V 12C -05w 0.091 a 6.07 169 0 0 0 0 0 0 0 0 t- G 1 Dc2ov 0 570 a 3802 61 87 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 6.07 189 0 0 0 0 0 0 0 0 1 D c2ov 0.570 a 36 02 61.87 0 0 0 0 0 0 0 0 12C-Osw 0.091 e 607 1.69 0 0 0 0 0 0 0 0 1Dc2ov 0.570 a 3802 61.87 0 0 0 0 0 0 0 0 1D-c2ovd 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 15B -0c-6 0.488 a 11.95 0.60 0 0 0 0 0 0 0 0 1D-c2w 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 W 12C-0sw 0 091 se 607 1.69 0 0 0 0 0 0 0 0 �I 12C-Osw0.091 se 6.07 1,69 0 0 0 0 0 0 0 0 ' C' 1D-c2ov 0.570 se 38.02 53.07 0 0 0 0 0 0 0 0 w 12C-Osw 0.091 s 6.07 1.69 0 0 0 0 0 0 0 0 1p+ 12C-Osw 0.081 s 6.07 169 0 0 0 0 0 0 0 0 1Dc2 iv 0.570 s 38.02 31.86 0 0 0 0 0 0 0 0 ij_--C� 1D c2ovd 0.570 s 38.02 31-86 0 0 0 0 0 0 0 0 W 156-0c-6 0.488 s 15.04 1.27 0 0 0 0 0 0 0 0 �,t 12C-Osw 0 091 w 6.07 1,69 0 0 0 0 0 0 0 0 L --G 1D-c2ov 0.570 w 38.02 61.87 0 0 0 0 0 0 0 0 1� 12C-Osw 0.091 w 6.07 1.69 120 93 564 157 0 0 0 0 T-{'1D-C2ov 0.570 w 38.02 6187 6 0 228 371 0 0 0 0 _Z 11 PO 0.290 w 19.34 6.84 21 21 406 144 0 0 0 0 1�J /5B-Oc-6 0.486 w 13.10 0.85 0 0 0 0 0 0 0 0 �-G 1 D-c2ov 0.570 w 38.02 61.87 0 0 0 0 0 0 0 0 R 12C-0sw 0.000 - 0.00 0.00 0 0 0 0 32 11 0 0 1-_O 11 PO 0.290 n 19,34 6.84 0 0 0 0 21 21 406 144 C 168-30ad 0.032 - 2.13 1.51 0 0 0 0 0 0 0 0 C 166-30ad 0.032 - 213 1.51 60 60 128 90 36 36 77 54 C C part ceiling, 0.357 - 23.85 16.84 0 0 0 0 0 0 0 0 F 19A-Obstp 0.368 - 7.99 1.89 0 0 0 0 0 0 0 0 F 1qC-19Cscp 0.000 - 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-19csco 0.000 - 0 00 0.00 0 0 0 0 0 0 0 0 F 21A -24t 0.025 - 167 000 0 0 0 0 0 0 0 0 F 21A -24t 0.025 - 1.67 000 0 0 0 0 0 0 0 0 F 21A -24t 0.025 - 1.67 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 95 -20 Envelope bsslgain 1327 858 483 178 12 a) Infiltration 42 b) Room ventilation 0 Of 10 0 13 Internal gains Occupants 230 0 00 0 Apow)ces/o(tff 0 0 Subtotal (lines 6 to 13) 1672 899 483 178 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1672 899 493 178 15 Duct bads 27% 34% 445 304 27% 34% 1291 60 Total morn bad 2117 1203 612 238 Air required (cfm) 44 38 13 7 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightstoft Comfort Builder by Wrightsoft 17.0 17 RSU17315 2017 -Feb -24 O P� 5 .erslMinmanSery`,DocumentslCarrieriWamer res rup Cate = MJ8 Front Door faces W NO Righ"oWorksheet Job: Entire House Date: Feb 07, 2017 Minuteman Heating and cooling LLC By: 584 Crescent Lake Rd, Golden, CO 80403 Phone: 303400-0111 Fax. 303-786-1335 Email. bnangCminutemanheatmg.com Web, www.mnutemanheatmgandcooling corn 1 Room name Master Bath MstrCist 2 Exposed wall 240 ft 60 ft 3 Room height 10 0 ft heaUcool 10.0 ft heat/cool 4 Room dimensions 120 x 12.0 ft 12.0 x 6.0 It 5 Room area 144.0 ft' 72.0 ft' Ty Construction U -value Or HTM Area (ft') load Area (ft2) Load number (Btuh/ft? `F) (at ft' or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross PUPIS Heat Cool Gross N/P/S Het Cod 6 W 12C-Osw 0.091 n 6.07 1.69 0 0 0 0 0 0 0 0 W 12C-0sw 0 091 n 607 1.69 0 0 0 0 0 0 0 0 12C-0sw 0.091 n 6.07 1.69 120 114 692 193 0 0 0 0 1Dc2ov 0.570 n 38.02 19.84 6 0 22B 119 0 0 0 0 11 W 158 -OC -6 0.488 n 15.04 1.27 0 0 0 0 0 0 0 0 12C-0sw 0091 ne 6.07 1-69 0 0 0 0 0 0 0 0 1D-c,2ov 0570 ne 38.02 43.81 0 0 0 0 0 0 0 0 vU 12C-0sw 0.091 a 6.07 1.69 0 0 0 0 0 0 0 0 L- G 1 D-c2ov 0 570 a 38.02 61.87 0 0 0 0 0 0 0 0 1qd 12C-Osw 0.091e 6.07 1.69 0 0 0 0 0 0 0 0 L --G 1 D-c2ov 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 12C-Osw 0 091 e 6 07 1.69 120 100 607 169 60 60 364 102 1 D-c2ov 0.570 a 38.02 61.87 20 0 760 1237 0 0 0 0 1D-c2ovd 0 570 a 38.02 61.87 0 0 0 0 0 0 0 0 1¢I 158-0c•8 0.488 a 11.95 0.60 0 0 0 0 0 0 0 0 t -o 1D-c2ov 0.570 a 38.02 81.87 0 0 0 0 0 0 0 0 w 12C-0sw 0.091 se 8.07 1.69 0 0 0 0 0 0 0 0 t-G12C-0sw 0.091 se 8.07 1.69 0 0 0 0 0 0 0 0 1D-C2ov 0.570 se 38.02 53.07 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 s 6.07 1.69 0 0 0 0 0 0 0 0 12C -05w 0.091 s 6.07 1.69 0 0 0 0 0 0 0 0 1D-c2ov 0.570 s 38.02 31.88 0 0 0 0 0 0 0 0 1D•c2ovd 0.570 s 38.02 31.86 0 0 0 0 0 0 0 0 W 15B-Oc-6 0-488 s 1504 1 27 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 6.07 1.69 0 0 0 0 0 0 0 0 iDtZav 0.570 w 38.02 6187 0 0 0 0 0 0 0 0 12C-0sw 0.091 w 6.07 1.69 0 0 0 0 0 0 0 0 1D-c2Dv 0.570 w 36.02 61.87 0 0 0 0 0 0 0 0 11Po 0.290 w 1934 6.84 0 0 0 0 0 0 0 0 1� 158 -OC -60.488 w 13.10 0.85 0 0 0 0 0 0 0 0 t-(' 1D•c2vv 0.570 w 38.02 61.87 0 0 0 0 0 0 0 0 R 12C-Osw 0.000 - 000 0.00 0 0 0 0 0 0 0 0 T --D 11 PO 0.290 n 1934 684 0 0 0 0 0 0 0 0 C 16B30ad 0.032 - 2.13 1.51 144 144 307 217 72 72 154 109 C 16830ad 0.032 - 2.13 1.51 0 0 0 0 0 0 0 0 C C part caling, 0.357 23.85 16.84 0 0 0 0 0 0 0 0 F 19A -O stD 0.388 - 7.99 189 0 0 0 0 0 0 0 0 F 19c-1QCsCP 0.000 - 0.00 0.00 0 0 0 0 0 0 0 0 F 19C 19csco 0 000 - 000 000 0 0 0 0 0 0 0 0 F 21A -24t 0.025 - 1.67 0.00 0 0 0 0 0 0 0 0 F 21A -24t 0.025 - 167 000 0 0 0 0 0 0 0 0 F 21A -24t 0.025 - 167 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion -95 -73 Envelope losslgain 2595 1840 518 187 12 a) Infiltration 690 84 173 21 b) Room ventilation 0 0 0 0 13 Ir4emal Bans Occupants ® 230 0 0 0 0 Appiiarx:eslarter 01 0 Sullotal (lines 6 to 13) 3285 1924 690 208 Less extend load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3285 1924 690 208 15 Duct finds 27% 34% 875 650 27% 34% 184 70 Total room toad 4180 2574 874 278 Air required (cfm) 86 81 18 9 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft righ 2017-Feb-24 o7:e 6 Comfort Builder by Wtsoft 17.0.17 RSUt7315 Page 6 errs\MinmanServ\Documenls%CarrierAWamer res.rup Calc = MJ8 From Door faces. W Right -JO Worksheet Im Entire House Minuteman Heating and cooling LLC 584 Crescent Lake Rd, Golden, CO 80403 Phone 303-400.0111 Fax 303-766-1335 Email txiang@minutem4 1 Room name Master Bafh2 2 Exposed wadi 40 0 ft 0 ft 3 Room hWht 10 0 ft heet/Cool 10.0 ft heat/Cool 4 Room d mensions 14.0 x 16.0 ft 6 0 x 12.0 ft 5 Room area 224.0 ft' 72.0 ft' Ty Construction U -value Or HTM Area (ft) Load Area (ft') Load ruimber (BtutVft' `F) (Btu1Vft� or penmeter (ft) (St uh) or perimeter (ft) (Stuh) Heat Cod Gross M/P/S Heat Cod Gross 1d/P/S Hear Cod 6 W 12C-Osw 0 091 n 6.07 1.69 0 0 0 0 0 0 0 0 W 12C-Osw 0 091 n 6.07 1.69 0 0 0 0 0 0 0 0 12C-Osw 0.091 n 6 07 1.69 0 0 0 0 0 0 0 0 1D-c2ov 0.570 n 38.02 19.84 0 0 0 0 0 0 0 0 11 W 1 SB-Oc-6 0.488 n 15.04 1 27 0 0 0 0 0 0 0 0 1�1 12C-Osw 0.091 ne 6.0 169 0 0 0 0 0 0 0 0 l- G 1D-C2ov 0.570 ne 38.02 43.81 0 0 0 0 0 0 0 0 WJ 12C-Osw 0.091 a 6.07 169 0 0 0 0 0 0 0 0 L -G 1D-c� 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 1¢1 12C-Osw 0.091 a 6.07 1.69 0 0 0 0 0 0 0 0 L -.G 1D-o2ov 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 X11 12C-Osw 0.091 e 607 169 160 144 874 244 0 0 0 0 ;LAG, tD-c2ov 0570 a 38.02 61.87 16 0 608 9w 0 0 0 0 1 D-c2ovd 0 570 a 38 02 61.87 0 0 0 0 0 0 0 0 1S8 -0o6 0.488 a 11.95 0.60 0 0 0 0 0 0 0 0 iDc2ov 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 W 12C-Osw 0 091 se 6.07 169 0 0 0 0 0 0 0 0 ipJ 12C-Osw 0.091 se 6.07 1.69 0 0 0 0 0 0 0 0 r G 1D -c2 o�v 0.570 se 38.02 53.07 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 6.07 169 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 6.07 1.59 140 120 728 203 0 0 0 0 1D-c2ov 0.570 s 38.02 3186 20 0 760 637 0 0 0 0 1D-C2Wd 0.570 s 38.02 31.86 0 0 0 0 0 0 0 0 W 15B-Oc-6 0 488 s 15.04 1 27 0 0 0 0 0 0 0 0 1� 12C-0sw 0 091 w 6.07 1.69 0 0 0 0 0 0 0 0 G 1 D-c2ov 0 570 w 38.02 61.87 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 6 07 1.69 100 100 607 169 0 0 0 0 1 D-c2ov 0.570 w 38.02 51 87 0 0 0 0 0 0 0 0 11PO 0.290 w 19.34 684 0 0 0 0 0 0 0 0 4W 15B-OcS 0.488 w 13.10 0,85 0 0 0 0 0 0 0 0 G 1D-c24v 0.570 w 38.02 61.87 0 0 0 0 0 0 0 0 p 12C-Osw 0.000 - 0 00 0.00 0 0 0 0 0 0 0 0 �D ,IPO 0.290 n 19.34 6 &t 0 0 0 0 0 0 0 0 C 16B 0.032 - 2-13 1.51 224 224 478 338 0 0 0 0 C 16B-30ad 0.032 - 2.13 151 0 0 0 0 72 72 154 109 C C part caling, 0.357 - 23.85 16.84 0 0 0 0 0 0 0 0 F 19A-Cibstv 0.368 - 7.99 189 0 0 0 0 0 0 0 0 F 19C-19Cscp O.ODO - 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-19CSCo 0.000 - 0 00 0 00 0 0 0 0 49 49 0 0 F 21A -24t 0.025 - 1.67 0.00 0 0 0 0 0 0 0 0 F 21A -24t 0 025 - 1.67 O DO 0 0 0 0 0 0 0 0 F 21A -24t 0.025 - 1.67 0.00 0 0 0 0 0 0 0 0 6 c) AED exclxsicn -319 -11 Envelope IoWgain 4056 2262 154 98 12 a) Infiltration 1150 140 0 0 b) Roan ventilation 0 0 0 0 13 Internal gains: OCcuparts 230 2 460 0 0 Applranoeslotter 0 0 Subtotal (lines 6 to 13) 5206 2852 154 98 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 5206 2862 154 9111 15 Duct loads 27% 34% 1387 967 27% 34% 41 33 Taal room bed 6594 3829 195 131 Air reWred (Cfm) 135 120 4 4 �ments of Manual J 8th Ed. 2017 -Feb -24 07:50:46 Page 7 Righ"o Worksheet Job: Entire House Date: Feb 07, 2017 Minuteman Heating and cooling LLC BY: 584 Crescent Lake Rd. Golden, CO 80403 Phone, 3034OD-0111 Fax 303766-1335 Email. bnang@manutemanheatog.com Webwww rninutemanheatmgandcoolalg com 1 Room name Util Bednn3 2 Exposed wall 9.0 ft 260 ft 3 Room heQH 10.0 ft heaUcool 10.0 ft heal/cool 4 Room dimenstons 1.0 x 60.0 ft 12.0 x 14.0 ft 5 Room area 60.0 ft' 168 0 ft' Ty Gortstnimm U -value Or HTM Area (ftp Load Area (1111) Load number (Btutvft-°F) (Btt."W) or penrrleter (ft) (8tuh) or perimeter (ft) (8tuh) Heat Cool Gross N/P/S Heat Cool Groes WP/S Heat Cod 6 W 12C-0sw 0091 n 6.07 1.69 0 0 0 0 0 0 0 0 W 12C-Osw 0 091 n 607 1 69 0 0 0 0 0 0 0 0 T 12C-0sw 0 091 n 6.07 1.69 90 90 546 152 120 120 728 203 t -C ---G 1 Dc2ov 0.570 n 38.02 19.84 0 0 0 0 0 0 0 0 11 W 15B -0c6 0.488 n 1504 1 27 0 0 0 0 0 0 0 0 ipl 12C-0sw 0 091 ne 6.07 1.69 0 0 0 0 0 0 0 0 --G 1Dc2ov 0.570 ne 3&02 43.81 0 0 0 0 0 0 0 0 12C-0sw 0 091 a 6.07 1.69 0 0 0 0 0 0 0 0 1 D-c2ov 0 570 a 38.02 61.87 0 0 0 0 0 0 0 0 1q! 12C-Osw 0.091 a 6.07 1. B9 0 0 0 0 0 0 0 0 t --G 1 D -c2 v 0.570 e 38 02 61.87 0 0 0 0 0 0 0 0 1pJ 12C-Osw 0.091 a 6.07 1.69 0 0 0 0 0 0 0 0 1 Dc2w 0 570 a 38.02 61 87 0 0 0 0 0 0 0 0 L��( 1 Dc2ovd 0 570 a 3802 61.87 0 0 0 0 0 0 0 0 1�i 158-0rr6 0.488 a 11.95 0.60 0 0 0 0 0 0 0 0 ---G 1Dr.2DV 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 se 6.07 1.69 0 0 0 0 0 0 0 0 t¢t 12C-0sw 0.091 se 6.07 1-69 0 0 0 0 0 0 0 0 �-G 1D-c2ov 0.570 se 38.02 53.07 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 s 6 07 1.69 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 607 1.89 0 0 0 0 0 0 0 0 1D-C2ov 0 570 s 38.02 31.86 0 0 0 0 0 0 0 0 1Dc2avd 0.570 s 38.02 31.88 0 0 0 0 0 0 0 0 W 158-0c-6 0.488 s 15.04 127 0 0 0 0 0 0 0 0 Vp! 12C-0sw O.091 w 607 1.69 0 0 0 0 0 0 0 0 t --G 16C2ov 0.570 w 38.02 61.87 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 6.07 1.69 0 0 0 0 140 104 631 176 1 D -c2 0 570 w 38.02 61 87 0 0 0 0 36 0 1369 2227 11P0 0.290 w 19.34 6.84 0 0 0 0 0 0 0 0 158-0c-6 0.488 w 13.10 0 85 0 0 0 0 0 0 0 0 1D-c2ov 0 570 w 38.02 61.87 0 0 0 0 0 0 0 0 12C-0sw 0 000 - 0.00 0.00 0 0 0 0 0 0 0 0 11P0 0290 n 1934 6.84 0 0 0 0 0 0 0 0 C 168-30ad 0.032 - 2.13 1.51 0 0 0 0 16B 188 359 253 C 168-30ad 0 032 - 213 1.51 60 60 128 90 0 0 0 0 C C part cei8rg. 0.357 - 23.85 16.84 0 0 0 0 0 0 0 0 F 19A-Obstp 0.368 - 799 1.89 0 0 0 0 0 0 0 0 F 19c-19cscp 0.000 - 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-19csw 0.000 - 0.00 000 54 54 0 0 168 168 0 0 F 21A -24t 0.025 - 1.67 0.00 0 0 0 0 0 0 0 0 F 21A -24t OM5 - 1.67 0.00 0 0 0 0 0 0 0 0 F 21A -24t 0.025 - 1.67 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion -78 710 Envelope loss/gain 674 165 3087 3570 12 a) tnfltrMcn 259 31 748 91 b) Room ventilation 0 0 0 0 13 Intim gains Occupants C 230 0 0 2 460 Appiaxw./other 500 0 Subtotal (lines 6 to 13) 933 697 3835 4121 Less exterrlall load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 933 697 3835 4121 15 Duct bads 27% 34% 249 235 271/6 34% 1022 1392 Total room load 1182 932 4 5513 Air requred (cfm) 24 29 100 � 173 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrigF,tlsOft ' 2017 -Feb -2407:50:46 Comfort Builder by Wrightsoft 17 0.17 RSU17315 Page 8 erslMinmanSerylDocumemslCameAWamer res rup Calc - MJ8 Front Door faces: W Right -JO Worksheet WL entire Douse Minuteman Heating and cooling LLC 584 Crescent Lake Rd. Golden, CO 80403 Phone: 303-400-0111 Fax. 303.766-1335 Email. bnang(Mminutemanhi 1 Roan name Bedrm2 UttHall 2 Exposed wall 35 6 ft 7.0 ft 3 Room height 10.0 ft heaticool 10.0 ft heWcod 4 Roan dimensions 1,0 x 198.0 ft 1.0 x 72.0 it 5 Roan area 198 0 W 720 ft' Ty Construction U -value Or HTM Area (ftp toad Area (ft) Load number (BtuNft'-'F) (Bt" w) or perimeter (ft) (Bt or perirtteler (ft) (Btuh) Heat Cod Gross NIP/S Heat Cod Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 n 6.07 1.69 40 40 243 68 0 0 0 0 W 12C-Osw 0.091 n 607 169 0 0 0 0 0 0 0 0 VAI t 12C-Osw 0.091 n 6.07 1.69 0 0 0 0 0 0 0 0 --.G 1D-c.27v 0.570 n 38.02 19.84 0 0 0 0 0 0 0 0 11 W 15B -0c6 0.488 n 15.04 1.27 0 0 0 0 0 0 0 0 I�f 12C-Osw 0.091 ne 6.07 1.69 0 0 0 0 0 0 0 0 �---C 1D-C2ov 0.570 ne 38.02 43-81 0 0 0 0 O 0 0 0 t 1�J 12C-Osw 0 091 e 6 07 1 69 0 0 0 0 0 0 0 0 --.G 1D-c2ov 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 1a 12C-Osw 0.091 a 607 1.69 0 0 0 0 0 0 0 0 �-G 1D-c2ov 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 12C-0sw 0.091 a 6.07 1.69 0 0 0 0 0 0 0 0 1 D-c2ov 0 570 a 38.02 61.87 0 0 0 0 0 0 0 0 1Dc2ovd 0,570 a 38.02 6187 0 0 0 0 0 0 0 0 t--C.-C2ov 158-Oc-6 0 488 a 11.95 0.60 0 0 0 0 0 0 0 0 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 W 12C-0sw 0 091 se 6 07 1.69 57 57 343 96 0 0 0 0 lq! 12C-Osw 0 091 se 6.07 1.69 0 0 0 0 0 0 0 0 �-G 1D-C2ov 0.510 se 38.02 53.07 0 0 0 0 0 0 0 0 W 12C-0sw 0 091 s 6.07 1.69 120 120 728 203 0 0 0 0 1� 12c osw 0.091 s 6.07 1.69 0 0 0 0 70 70 425 118 ►-G 1D-c2av 0.570 s 38-02 31.86 0 0 0 0 0 0 0 0 �--G 1Dc2bvd 0.570 s 38.02 31.E 0 0 0 0 0 0 0 0 W 15B-Oc-6 0.488 5 15.04 1.27 0 0 0 0 0 0 0 0 4}1 12C-0sw 0.091 w 6.07 1.69 140 106 856 183 0 0 0 0 L -G 1Dc2ov 0.570 w 38.02 61.87 32 0 1217 1980 0 0 0 0 1R/ 12C-Osw 0.091 w 607 1.6.9 0 0 0 0 0 0 0 0 1D-c2ov 0-570 w 38.02 61.87 0 0 0 0 0 0 0 0 t(p 11PO 0290 w 1934 6.84 0 0 0 0 0 O 0 0 14J 15B -0c-6 0.488 w 13.10 0.85 0 0 0 0 0 0 0 0 T -G 1Dc2av 0.570 w 38.02 61.87 0 0 0 0 0 0 0 0 R 12C-Osw 0 000 - 000 0.00 0 0 0 0 0 0 0 0 �--D tiPO 0.290 n 19.34 6.B4 0 0 0 0 0 0 0 0 C 16B-30ad 0,032 213 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0 032 - 2.13 1.51 198 198 423 298 72 72 154 109 C C part ding, 0.357 - 23.85 16.84 0 0 0 0 0 0 0 0 F 19A-Obstp 0.368 - 7.99 189 0 0 0 0 0 0 0 0 F 19C-19cs;cp 0,000 - 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-19csco 0 000 - 0.00 0 00 37 37 0 0 27 27 0 0 F 21A -24t 0.025 - 1.67 0.00 0 0 0 0 0 0 0 0 F 21A -24t 0.025 - 1.67 0.00 0 0 0 0 0 0 0 0 F 21A -24t 0.025 - 1.67 0.00 26 26 43 0 0 0 0 0 6 c) AED excursion 593 -25 Envelope loss/gain 3653 3421 579 202 12 a) Infiltration 1025 125 201 24 b) Room ventilation 0 0 0 0 13 Interna! gans Occupants 230 2 460 0 0 Appliarxestother 01 0 Subtotal (lines 6 to 13) 4678 4006 780 226 Less externa( load 0 0 0 0 less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4678 4006 780 226 15 Duct loads 27°6 34% 1246 1353 Z7% 34% 208 76 Totad room bad 5924 5359 X20 �g Air required (dm)1 1 122 168 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrightseft- Comfort Builder by Wnghtsoft 17.0 17 RSU17315 2017 -Feb -24 07:50 46 ACCk .eralMinmanSery\DocumentslCarrier�Wamer res.rup Catc = MJ8 Fran poor faces- W Page 9 Right o orksheet Job: Enure House Date: Feb 07, 2017 By: Minuteman Heating and cooling LLC 584 Crescent Lake Rd, Golden, CO 80403 Phone. 303.400-0111 Fax 303-766-1335 Email: briang@mmutemanheating corn Web. www.mmutemanheatmgandcooling.com 1 Roan narne Basement 2 Exposed wail 115.0 ft 3 Roan height 8.0 ft heat/cod 4 Room dimensions 1.0 x 912.0 ft 5 Room am 912.0 ft' Ty Construction U -value Or HTM Area (ftp Load Area Load number (BtL"W "F) (Btuhttt� or penmeter (ft) (Btuh) or perimeter Heat Cod Grass N/PIS Heat Cod Gross N/P/S Heat God 6 W 12C-Osw 0.091 n 6.07 1.69 0 0 0 0 W 12C-Osw 0.091 n 6.07 1.69 0 0 0 0 �/ 12C4Osw 0.091 n 6.07 1.69 0 0 0 0 -G 1t}C2ov 0.570 n 38.02 19.84 0 0 0 0 11 W 15B-Oc-6 0.488 n 15.04 1 27 168 168 2527 213 12C-Osw 0.091 ne 6.07 169 0 0 0 0 t ---.G 1D-c2ov 0.570 ne 38.02 43.61 0 0 0 0 �J 12C4Osw 0.091 a 6.07 169 0 0 0 0 t-- G 1Dc2ov 0 570 a 38.02 61.87 0 0 0 0 V!! 12C-Osw 0.091 a 8.07 1.69 0 0 0 0 I -G 1Dcaa 2 0.570 a 38.02 61.87 0 0 0 0 0.091 a 6.07 1.69 0 0 0 0 %12C-Osw 1 D-c2oa 0.570 a 38.02 61 87 0 0 0 0 1 D•c2ovd 0.570 a 3802 61 87 0 0 0 0 1�l 1584x6 0.488 a 1195 0.60 240 204 2438 122 �--{ 1 o D -r 0.570 a 3802 61.87 36 0 1369 2227 W 12C-0sw 0.091 se 607 1.69 0 0 0 0 5Qt 12C-0sw 0.091 se 6.07 1.69 0 0 0 0 �--G 1D-c2ov 0.570 se 38.02 53.07 0 0 0 0 W 12C-Osw 0.091 s 6.07 1.69 0 0 0 0 12C-Osw 0.091 s 6 07 1.69 0 0 0 0 1D-C2ov 0.570 s 38.02 31.86 0 0 0 0 1Dc2ovd 0.570 s 38.02 31.86 0 0 0 0 W 15B-Oc-6 0.488 s 15.04 1.27 272 272 4091 345 pl 12C-Osw 0.091 w 6.07 1.69 0 0 0 0 U -G 1D-c2w 0.570 w 38.02 61.67 0 0 0 0 12C-Osw 0 091 w 6.07 169 0 0 0 0 1D-c2ov 0.570 w 38.02 61.87 0 0 0 0 11P0 0.290 w 19.34 684 0 0 0 0 158.00-6 0 488 w 13.10 0.85 240 216 2829 183 t-.0 1D-c2ov 0.570 w 38.02 6187 24 0 912 1485 q 12C-Osw 0 000 - 0.00 0.00 104 104 0 0 I -D 11P0 0 290 n 19.34 6.84 0 0 0 0 C 16830ad 0.032 - 213 1.51 0 0 0 0 C 168-30ad 0 032 - 2.13 1 51 0 0 0 0 C C part Catling, 0 357 23.85 16.84 46 46 1097 775 F 19A-Cbstp 0.358 - 7.99 1.89 0 0 0 0 F 19c-i9CSCp 0.000 - 0.00 0.00 0 0 0 0 F 19C-19Csco 0.000 - 000 000 0 0 0 0 F 21A -24t 0.025 - 1.67 0.00 912 912 1521 0 F 21A -24t 0.025 - 1.67 0.00 0 0 0 0 F 21A -24t 0.025 - 1.67 0.00 0 0 0 0 6 c) AED excurson -544 Envelope loss/on 16783 4805 12 a) Infiltration 661 80 b) Roan ventilation 0 0 13 Irrtemal gainsOds 230 0 0 Apptuan�esJothe 0 Subtotal (lines 6 to 13) 17445 4886 Less extenN load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 17445 4886 15 Ductlaads 27% 34% 4648 1651 Total room load 22093 6536 Air required (dm) 456 205 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrightsoft 2017 -Feb -24 07:50:46 Comfort Builder by Wnghtsoft 17 0.17 RSU17315 Page 10 ars\MinmanSefvXDocuments\Canier\Wamer res rup Cam = MJ8 Front Door faces: W Second floor Job #: Minuteman Heating and cooling LLC Performed for: Ken Warner 584 Crescent Lake Rd 943 Tenneyson St Golden, CO 80403 Denver, CO 8204 Phone: 303-717-4097 Phone: 303-400-0111 Fax: 303-766-1335 www..minutemanheatingandcooUng.com briang@mi... Ez SLUM Scale: 1 : 91 Page 1 Comfort Builder by Wrightsoft 17.0.17 RSU17315 2017 -Feb -24 07:46:40 ...DocumentslCarrierlWamer res.r... Z� First floor ^' I Job M Minuteman Heating and cooling LLC Scale: 1: 91 Performed for: Page 2 Ken Warner 584 Crescent Lake Rd Comfort Builder by Wrightsofi 943 Tenneyson St Golden, CO 80403 17.0.17 RSU17315 Denver, CO 8204 Phone: 303-717-4097 Phone: 303-400-0111 Fax: 3013-766.1335 2017 -Feb -24 07:46:40 DooumentslCarrieAWamerres.r... wwwminutemanheatingandcookng.com briang@mi... ... 23 Basement Job #: Performed for: Ken Warner 943 7enneyson St Denver, CO 8204 Phone: 303-717-4097 Minuteman Heating and cooling LLC Scale: 1: 91 Page 3 584 Crescent Lake Rd Comfort Builder by Wrightsoft Golden, CO 80403 17.0.17 RSU17315 Phone: 303-400-0111 Fax. 303-766.1335 2017 -Feb -24 07:46:40 rvwwminutemanheatingandcoofing.com briang@mi... • Documents\CarrieAWamerres.r... �IAt From: Graham Vincent graham4trusses@gmail.com Subject: Fwd: Warner Res PROVISIONAL Shops and Layout Date: February 3, 2017 at 4:15 PM To: Ken Warner ksw53@aol.com Ken, Attached are the provisional shop drawings and layout. ALL the first floor walls are 9'-1 1/8" above first floor plywood, (9 ft precuts), EXCEPT the 2 car garage door wall. In order to get the vaulted trusses to work over the Living room I needed to step the bottom chord down at the box bay at the front porch. Thanks Graham. Warner Provisional Shop Drawings.pdf k 7. i n k v t t 8 t t f -1 t 1 E t 1 E 0 E E t- ity 4' _._ W _ N 11 PAGE NO lot t W h' F 87 7`11- .t. 2 „ + 06 - f 766 ` b e --7a 6a xY F iS. t ,i y£ 4 E' k 7. i n k v t t 8 t t f -1 t 1 E t 1 E 0 E E t- ity 4' _._ W _ N 11 PAGE NO lot t 7�Q I� RI 4 I n �za O y �m c LI0 o,:m Coo m y c� —miOxO O ,� zC yy�0 Eby > 8!r r g ` p Y 4 Y _ PwronS, Inc. 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Coot. onto Easement as Showa r �S89°5T42"W _ 192.18 _ ._ _._._._._._................................— 119.00 ---- 73.18 8'x 11' --S Easement(Plan --�------- Frame 1 j Shed .2 I N I A Two Story Frame 22.0 I v LOT f` I o . 6. ® I N e I e � Well I o r' `Cone;'. va �✓ ci V' ' .6l a Asphalt ]hive v 18.0 •� a 111.5--- v e .� •' eve' /a LOT ore. 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TELLER ST o16i}eSd: Dimensions in inches. Refer to installation/owner's manual for detailed specifications on installing this product. Hearth & Home Technologies reserves the right to update units periodically. Product installation must adhere strictly to instructions shipped with product. Model Specifications N NXT39331 Unit Front Width: 38 Framing Front Width: 39 Unit Back Width: 11-5/8 Framing Back Width: 39 Unit Height: 34 Framing Height: 34-7/8 Unit Depth: 19-1/8 Framing Depth: 19-5/8 Glass Size: 33 x 22-5/8 BTU/Hour Input: 29,000 N NXT42361 Unit Front Width: 41 Framing Front Width: 42 Unit Back Width: 14-5/8 Framing Back Width: 42 Unit Height: 34 Framing Height: 34-7/8 Unit Depth: 19-1/8 Framing Depth: 19-5/8 Glass Size: 36 x 22-5/8 BTU/Hour Input: 31,000 Specification Images 11-5/8" -[2951 19-1i8" A [4861 Y T [2951 38" [9651 -----►a 33" [8381 sl (/—/media/Images/Dimension Drawings/HTL/Novus_nXt/HTL-gasFP- NovusNXT3933-TOP-FRONT.ashx) Top/Front: 3933 Top/Front: 4236 Sides: Both Sizes Rear: Both Sizes Clearances: Both Sizes Framing: 3933 Framing: 4236 Unit Location: 3933 Unit Location: 4236 0" 01 �reatiFt,dOe Efficiency Chart NNXT39331 Steady State: 64% AFUE: 62% Canada EnerGuide: 63% NNXT42361 Steady State: 63% AFUE: 69% Canada EnerGuide: 64% Heat output will vary depending on the type of fuel used. The flame and ember appearance may vary based on the type of fuel burned and the venting configuration used. Actual product appearance, including flame may differ from image shown. Refer to the owner's manual for complete clearance requirements and specifications. Product specifications and pricing subject to change without notice. For testing and listing information please refer to the owner's/installation manual. *For select products: Heating capacity to be used as a guide only. See your local dealer for help in determining the product that best suits your heating needs based on climate and home efficiency. tFor wood -burning appliances: Actual burn times will vary based on how the appliance is operated, load size, moisture content and type of wood used, and installation. Products Shopping Tools (/Browse) (/Shopping- Tools) • Fireplaces (/Browse/Fi replaces. asp4et Product Ideas • Gas Fireplace (/Shopping- Inserts Tools/Get- (/Browse/Inserts.aspx) Product- Ideas.aspx) • Outdoor Products • Buying Resources (/Browse/Outdoor- (/Shopping- Products.aspx) Owner Support (/Owner - Support) Current Offers • Troubleshooting & any Heatilator fireplace or insert FAQs (/Owner- (/Offers/Coupons/Disco Support/Troubleshootingg- and-FAQs.aspx) 100.aspx) • Install & Owners Manuals (/Owner- c'h' °t Support/Install- Wheat Ridge The new degree of comfort— The PERFORMANCE PLATINUMTM High Efficiency atmospheric gas water heaters offer more hot water at a lower cost Efficiency .62 EF Performance ■ FHR: 72 - 86 gallons ■ Recovery: Up to 40.4 GPH at a 90° F rise, depending on model Diagnostic Valve Self powered diagnostic gas control valve for improved monitoring and service Low Emissions ■ Eco -friendly burner, low NOx design ■ Meets 40 ng/J NOx requirements Maintenance Free Burner System ■ Exclusive air/fuel shut-off device ■ Maintenance free - no filter to clean ■ Disables the heater in the presence of flammable vapor accumulation Combustion Shut-off System Flame Arrestor Plate Maintenance Free Self -Cleaning ■ Fights sediment and mineral build-up 0 ■ Reduces fuel costs Longer Life ■ Premium grade anode rod provides long-lasting tank protection High Altitude Compliant Certified to 10,200 ft. above sea level Plus... ■ Dual certified for both potable water and space heating ■ Durable brass drain valve ■ Temperature and pressure relief valve included ■ Low lead compliant ■ Standard replacement parts ■ Standard Cat. I, double-wall, 13 -vent, X/4" combo vent Warranty 12 -Year limited warranty for tank and parts, 3 -year full in-home labor warranty` 'See written warranty for complete details Units meet or exceed ANSI requirements and have been tested according to D.O.E. procedures. Units meet or exceed the energy efficiency requirements of NAECA, ASHRAE standard 90, ICC Code and all state energy efficiency performance criteria. PERFORMANCE PLATINUM Atmospheric 40 and 50 -Gallon Capacities Up to 40,000 Btu/h See specifications chart on city dill Wheat Ridge The new degree of comfort" Fuel Type Fftwriptio-n • Gallon Model Capacity Humber Gas bfput in Thous. Btulh Recovery In G.P.H. 90* Rise First Hour Delivery G.P.H. •Efficiency HL to Vent A Tank Height B Dim. C AtmosphericSpecifications Ht. to Gas Conn. D Went Size E Water Corm. HL to Side Water Conn. Center UP Valve Size F G H Ship weight (LBS) Energy Factor ' 50 XG50T12HE4000 40 40.4 86 62-3/4 59-1/4 21-1/2 14 3 or 4 8 52-1/2 3/4 165 0.62 40 XG40Tl2HE4000 40 40.4 73 63-3/4 60-1/4 19-1/2 14 3or4 8 53-1/2 3/4 135 0.62 Short 40 XG40S12HE38U0 38 38.4 72 53-3/4 50-1/4 21-1/2 14 3or4 8 44 3/4 125 0.62 Tali 50 XP50T12HE36U0 36 36.4 86 62-3/4 59-1/4 21-1/2 14 3 oro 8 52-1/2 3/4 165 0.62 Tall 40 XP40T12HE36U0 36 36.4 73 63-3/4 60-1/4 i 19-1/2 14 3or4 8 53-1/2 3/4 135 0.62 Short 40 XP40S12HE36U0 36 36.4 72 53-3/4 50-1/4 21-1/2 14 3or4 8 44 3/4 125 0.62 Energy Factor based on D.O.E. (Department of Energy) test procedures. FLUE O ANODE ROD H '0HLEER 'a PohR:1 HOT WATER , , COLD CONNECTION ; WATER CONNECTION , ' F it E ' 314" N.P.T. RELIEF VALVE OPENING of In keeping with its policy of continuous progress and product improvement, Rheem reserves the right to make changes without notice. Rheem Water Heating • 101 Bell Road Wheat Rid9e Montgomery, Alabama 36117-4305 • www.rheem.com Home / Plumbing / Water Heaters / Residential Gas / Natural Gas Water Heaters Model # XG50T12HE4000 Internet #204697785 Store SKU #1000034941 Store SO SKU #1001020883 L., Save to List Pick Up In Store Today Free store pickup at Golden F5 in stock Aisle 33, Bay 005 Text to Me Change Pickup Store Or buy now with Product Overview Rheem Performance Platinum 50 Gal. Tall 12 Year 40,000 BTU High Efficiency Natural Gas Water Heater ****� (666) Write a Review Questions & Answers (63) • Provides ample hot water for households with 3-5 people • Make sure it fits: measure your space to ensure dimensions fit • Same-day installation in most areas. Call 1-855-400- 2552 by noon. $719.00 /each Ej LET'S PROTECT THIS. Add a 5 -year Home Depot Protection Plan for $69.00 Learn More Quantity - 1 We're unable to ship this item to: GU,PR,VI We'll Ship It to You Standard shipping Expect it March 7 - March 13 See Shipping Options Schedule delivery as soon as tomorrow city of The Rheem Performance Platinum 50 Gal. Natural Gas Tall Water Heater comes Info & Guides t Ridge with a 40,000 BTU/hour environmentally friendly low NOx burner that provides Whea Energy Guide ample hot water for households with 3 to 5 people. The push button ignition system _ ;,,;,,,, nivison ensures safe and easy startup. Its maintenance free combustion air intake system means there are no filters to clean and replace. The self-diagnostic gas control valve monitors system performance. A premium grade anode rod provides long lasting tank protection. Factory installed temperature and pressure relief valve and 3/4 in. water connections are included with the water heater for easy installation. California residents: see Proposition 65 information -, • California residents: THIS WATER HEATER DOES NOT MEET ULTRA LOW NOX (ULN) EMISSIONS REQUIREMENTS. REGULATIONS PROHIBIT THE SALE, SHIPMENT OR INSTALLATION OF THIS WATER HEATER IN ANY AIR QUALITY DISTRICT THAT REQUIRES ULN WATER HEATERS. Please refer to the map below to confirm if your home is in a district that requires ULN emission water heaters, and if so please select an approved ULN model. • Delivers 86 Gal. of hot water in the first hour • 12 year limited warranty on tank and parts for your convenience • 3 year in home labor warranty for peace of mind • 0.62 energy factor makes this one of the most efficient gas water heaters available • Maintenance free - no filter to clean or replace • Push button ignition system simplifies the startup process • Self-diagnostic gas valve monitors system performance • Designed for easy replacement of your existing water heater • Rated for installations up to 8,500 ft. • Call 1-855-400-2552 before noon for same-day service in most areas, or Visit our Water Heater Installation page for more information. • Meets 2015 NAECA Standards Instructions / Assembly Product Brochure SDS Specification Use and Care Manual Warranty You will need AdobeO Acrobat® Reader to view PDF documents. Download a free copy from the Adobe Web site. City of Wheat Ridge ilding Specifications Dimensions Product Depth (in.) 21.5 Tank Valve Size (in.) .75 Product Height (in.) 59.25 Water Connection Size (in.) .75 Product Width (in.) 21.5 Details Application Type Residential Product Weight (lb.) 1651b Energy Factor 0.62 Recovery Rate at 90F Rise 40.4 (gallons/hour) Finish Family Gray Returnable 90 -Day Fuel Type Gas Tank Capacity (gallons) 50 Gas Type Natural Gas Water Connection Location Top LoNox,Overheat Protection, Pilot Light Window,Pilot Reset Indoor/Outdoor Indoor Water Heater Features Button,Self Clean i ng,Temperatu re Pressure Relief Valve Maximum Temperature (F) 160 Water Heater Profile Tall Minimum Temperature (F) 45 Warranty / Certifications Certifications and Listings CSA Certified, FVIR Certified Labor Warranty 3 Year ENERGY STAR Certified No Part Warranty 12 Year How can we improve our product information? Provide feedback. F ctw of Vheat Ridge L <- - ~t � N� 2 city of Wheat Ridge I .0 City Of Wheat Ridge Sz" Q�) I .0 City Of Wheat Ridge O m4 �A It, City of Wheat Ridge Fixture Schedule 3070 Teller street Hot Water Heater Kitchen Sink Faucet Garbage Disposal Powder Room Rheem Model #XG50T12HE4000 50 Gallon Kohler Ballard under mount 33x22 Delta Lakeview 19963-sssd-dst Insinkerator 5/8 HP Lavatory Kohler under mount Faucet Delta Porter 4 inch Model #25984LF-BN-CLO Toilet American Standard Cadet 3 Master Bath Sink Faucets Toilets Shower base Shower Faucet control Tub Tub Faucet Second Bath Lavatory Faucet Toilet Tub Tub/shower Faucet control Kohler Ballard under mount Delta Porter 8 inch model#35984LF-BN-ELO American standard Cadet 3 Kohler 30x60 fiberglass Delta Porter Model#142984-BN-7 American Standard EC Corner 54x54 Jetted Delta Porter 144984 -BN -A Kohler Ballard under mount Delta Porter 4 inch Model#25984LF-BN-CLO American Standard Cadet 3 American Standard 5" steel Delta Porter Model#144984-BN-A city of Wheat Ridge Righ"o Worksheet Entire House Minuteman Heating and cooling LLC 584 Crescent Lake Rd. Golden. CO 80403 Phone: 303-400-0111 Fax: 303.766.1335 Email: briang(Mminutemanheatir 1 Room name Nods Family Room 2 Exposed wall 14.2 ft 29.0 ft 3 Room height 8.0 ft heat/cod 10.0 ft heat/cod 4 Room dimensions 1.0 x 157.0 ft 13.0 x 17.0 ft 5 Room area 157.0 ft2 221.0 ft' Ty Construction U -value Or HTM Area (ft") Load Area (ft° Load number (BtuWftx°F) (Btuhtft2) or perimeter (ft) (Bt uh) or perimeter (ft) (Btuh) Heat Cod Gross N/P!S Heat Cod Gross N/PIS Heat Cod 6 W 12C-0sw 0.091 n 6.07 1.69 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 n 6.07 1.69 0 0 0 0 120 120 728 203 1qJ 12C-Osw 0.091 n 6.07 1.69 0 0 0 0 0 0 0 0 �--0 1 D-c2uv 0.570 n 38.02 19.84 0 0 0 0 0 0 0 0 11 W 15B-Oc-6 0.488 n 15.04 1.27 0 0 0 0 0 0 0 0 VPJ 12C-Osw 0.091 ne 6.07 1.59 29 15 88 25 0 0 0 0 �-G 1D-c2av 0.570 ne 38.02 43.81 14 0 545 628 0 0 0 0 1qJ 12C-Osw 0.091 a 6.07 169 0 0 0 0 0 0 0 0 �-C 1 Dc2ov 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 t 12C -Mw 0.091 a 6.07 1.69 0 0 0 0 170 146 886 247 --G 1 D-c2ov 0.570 a 38.02 61.87 0 0 0 0 24 0 912 1485 W 12C-Osw 0.091 a 6.07 1.69 56 44 267 74 0 0 0 0 E ---G 1D-c2ov 0.570 a 38.02 61.87 12 0 456 742 0 0 0 0 L-� 1 D•c2ovd 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 158-Oc-6 0.488 a 11.95 0.60 0 0 0 0 0 0 0 0 1 Dc2ov 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 se 6.07 1.69 0 0 0 0 0 0 0 0 12C-Osw 0.091 se 6.07 1.69 29 15 88 25 0 0 0 0 1D-c2ov 0.570 se 38.02 53.07 14 0 545 761 0 0 0 0 W 12C-Osw 0.091 s 6.07 1.69 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 6.07 1.69 0 0 0 0 0 0 0 0 1 Dc2ov 0.570 s 38.02 31.86 0 0 0 0 0 0 0 0 1Dc2ovd 0.570 s 38.02 31.86 0 0 0 0 0 0 0 0 W 15B-Oc 6 0.488 s 15.04 1.27 0 0 0 0 0 0 0 0 1�J T 12C-Osw 0.091 w 6.07 1.69 0 0 0 0 0 0 0 0 --.i G 1D-c2ov 0.570 w 38.02 61.87 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 6.07 1.69 0 0 0 0 0 0 0 0 JD 1 D-c2av 0.570 w 38.02 61.87 0 0 0 0 0 0 0 0 11 PO 0.290 w 19.34 6.84 0 0 0 0 0 0 0 0 t 15B -0a&0488 w 13.10 0.85 0 0 0 0 0 0 0 0 --,G 1D-c2ov 0.570 w 38.02 61.87 0 0 0 0 0 0 0 0 T 12C-Osw 0.000 - 0.00 0.00 0 0 0 0 180 180 0 0 T -D 11P0 0.290 n 1934 6.84 0 0 0 0 0 0 0 0 C 16B-30ad 0.0312 - 2.13 1.51 0 0 0 0 0 0 0 0 C 161B-30ad 0.032 - 2.13 1.51 18 18 38 27 39 39 83 59 C C part ceiling, 0.357 - 23.85 16.84 0 0 0 0 0 0 0 0 F 19A-Obsto 0.368 - 7.99 1.89 0 0 0 0 0 0 0 0 F 19C-19cscp 0.000 - 0.00 0.00 37 37 0 0 221 221 0 0 F 19C-19csco 0.000 - 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -24t 0.025 - 1.67 0.00 0 0 0 0 0 0 0 0 F 21A -24t 0.025 1.67 0.00 18 18 30 0 0 0 0 0 F 21A -24t 0.025 - 1.67 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion -114 -100 Envelope loss/gain 2058 2168 2610 1894 12 a) Infiltration 327 40 834 101 b) Room ventilation 0 0 0 0 13 Internal gains Occupants im 230 0 0 0 Applianceslother 0 0 900 Subtotal (lines 6 to 13) 2385 2208 3444 2895 Less external load 0 0 Less transfer 0 0 0 0 Redistribution 0 0 14 15 Subtotal Duct loads 0 238 0 2208 0 3444 0 2895 Z7% 34% 635 746 27% 34% 918 978 Total room load Air required (cfm) 3020 2953 4362 3873 62 93 901 121 WrightsOfft' Comfort Builder by Wrightsoft 17.0 17 RSU17315 ere%MmmanServlDocumentslCamenWamer res rup Cate = MJ8 Front Door faces 201 heat R�d9e w Righ"o Worksheet aL., Entire House Minuteman Heating and cooling LLC 584 Crescent Lake Rd, Golden, CO 80403 Phone: 303-400-0111 Fax. 303.766-1335 Email: briang&ntnutemanhe; 1 Room name Den Powder 2 Exposed wall 21.0 ft 0 ft 3 Room height 10.0 ft heat/cool 10.0 ft heat/cod 4 Room dimensions 1.0 x 151.0 ft 1.0 x 23.0 ft 5 Room area 151.0 1112 23.0 ft2 Ty Construction U -value Or HTM Area (ft2) Load Area (ft) Load number (Btuhlft2-°F) (at ft') or perimeter (ft) (Bt uh) or perimeter (ft) (Btuh) Heat Cod Gross WP/S Heat Cod Gross PUP/S Heat Cod 6 W 12C-Osw 0.091 n 6.07 1.69 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 n 6,07 1.69 0 0 0 0 0 0 0 0 12C-Osw 0.091 n 5.07 1.69 0 0 0 0 0 0 0 0 1D-c2av 0.570 n 38.02 19.84 0 0 0 0 0 0 0 0 11 W 15B-Oc-6 0.488 n 15.04 1.27 0 0 0 0 0 0 0 0 1qJ 12C-0sw 0.091 ne 6.07 1.69 0 0 0 0 0 0 0 0 �-- G 1 Dc2ov 0.570 ne 38.02 4181 0 0 0 0 0 0 0 0 t 12C-Osw 0.091 a 6.07 1.69 0 0 0 0 0 0 0 0 --G1 Dc2ov 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 t 12C-0sw 0.091 a 6.07 1.69 0 0 0 0 0 0 0 0 --G 1 D-c2ov 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 12C-0sw 0.091 a 6.07 1.69 0 0 0 0 0 0 0 0 tDc2ov 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 1 Dc2ovd 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 158.Oc-6 0.488 a 11.95 0.60 0 0 0 0 0 0 0 0 1Dc2ov 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 se 6.07 1.69 0 0 0 0 0 0 0 0 t 12C-Osw 0.091 se 6.07 1.69 0 0 0 0 0 0 0 0 -G 1D-c2ov 0.570 se 38.02 53.07 0 0 0 0 0 0 0 0 w 12C-Osw 0.091 s 6.07 1.69 0 0 0 0 0 0 0 0 1�f 12C Osw 0.091 s 6.07 1.89 90 90 546 152 0 0 0 0 ►-1 1D-c2ov 0.570 s 38.02 3186 0 0 0 0 0 0 0 0 � 1Dc2ovd 0.570 s 38.02 31.86 0 0 0 0 0 0 0 0 W 15B-Oc-6 0.488 s 15.04 1.27 0 0 0 0 0 0 0 0 tp! 12C-Osw 0.091 w 6.07 1.69 0 0 0 0 0 0 0 0 �--G 1Dc2ov 0.570 w 38.02 61.87 0 0 0 0 0 0 0 0 1p/ 12C-0sw 0.091 w 6.07 169120 96 583 162 0 0 0 0 1 D-c2ov 0.570 w 38.02 61.87 24 0 912 1485 0 0 0 0 L�_(D 11 P O 0.290 w 19.34 6.84 0 0 0 0 0 0 0 0 1qJ 15B-Oc-6 0.488 w 13.10 0.85 0 0 0 0 0 0 0 0 � C, 1Dc2ov 0.570 w 38.02 61.87 0 0 0 0 0 0 0 0 T 12C-Osw 0.000 - 0.00 000 130 130 0 0 50 50 0 0 T -D 11PO 0.290 n 19.34 6.84 0 0 0 0 0 0 0 0 C 166-30ad 0.032 - 2.13 1.51 16 16 34 24 0 0 0 0 C 168-30ad 0.032 - 2.13 1.51 0 0 0 0 0 0 0 0 C C part ceiling, 0.357 - 23.85 16.84 0 0 0 0 0 0 0 0 F 19A-0bsto 0.368 - 7.99 1.89 0 0 0 0 6 6 48 11 F 19C-190scp 0.000 - 0.00 0.00 0 0 0 0 2 2 0 0 F 19C-190sco 0.000 - 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -24t 0.025 - 1.67 0.00 0 0 0 0 0 0 0 0 F 21A -24t 0.025 - 1.67 0.00 0 0 0 0 0 0 0 0 F 21A -24t 0.025 - 1.67 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 511 -1 Envelope loss/gain 2076 2335 48 10 12 a) Infiftrabon 604 73 0 0 b) Room ventilation 0 0 0 0 13 Irltemai gains. Occupants ® 230 0 0 0 0 Applianceslother 0 0 Subtotal (lines 6 to 13) 2679 2409 48 10 Less extemaJ load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2679 2409 48 10 15 Duct loads 27% 34% 714 814 27% 34% 13 3 Total room load 3393 322261 14 Air required (cfm) 70 101 t 0 -4i- wrightsoft' Comfort Builder by Wrightsoft 17 0.17 RSU17315 ,4-6,.,.erstMinmanSefvlDocumenisiCanieAWamer res.rup Calc = MJ8 Front Door faces: W 8th Ed. kf r. -m 01 24 07P:50:46 -%d q- e Righ"o Worksheet AM Entire House Minuteman Heating and cooling LL( 564 Crescent Lake Rd, Golden. CO 80403 Phone 303-400.0111 Fax 303-766-1335 Email. briang 1 Room name Foyer Hall/Foyer 2 Exposed wall 60 ft O ft 3 Room height 20.0 ft heaticool 8.0 It heaVcool 4 Roan dimensions 10.0 x 6.0 ft 1.0 x 80.0 ft 5 Room area 60.0 ft' 80 0 W Ty Construction U -value Or HTM Area (ft) Load Area (ftz) Load number (Btuh/W-TF) (Bt W) or perimeter (ft) (at h) or perimeter (ft) (Btuh) Heat Cod Gross N!P/S Heat Cod Gross WP/S Heat Cod 6 w 12C-Osw 0.091 n 6.07 1.89 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 n 607 1 69 0 0 0 0 0 0 0 0 1�J 12C-Osw 0.091 n 6.07 1.69 0 0 0 0 0 0 0 0 �--C 1Dc2ov 0.570 n 38.02 19.84 0 0 0 0 0 0 0 0 11 w 15B-Oc-6 0.488 n 15.04 1.27 0 0 0 0 0 0 0 0 12C-Osw 0.091 ne 6.07 1.69 0 0 0 0 0 0 0 0 1Dc2ov 0.570 ne 38.02 43.81 0 0 0 0 0 0 0 0 t 12C-Osw 0.091 a 6.07 1.69 0 0 0 0 0 0 0 0 --G1 D-c2ov 0.570 a 36.02 61.87 0 0 0 0 0 0 0 0 1Q/ 12C-Osw 0.091 a 6.07 1.69 0 0 0 0 0 0 0 0 L G 1Dc2ov 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 6.071.69 0 0 0 0 0 0 0 0 1Dc2ov 0-570 a 38.02 61.87 0 0 0 0 0 0 0 0 1 Dc2ovd 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 1�! 15B-Oc-6 0.488 a 11.95 0.60 0 0 0 0 0 0 0 0 -G 1Dc2ov 0.570 a 36.02 61.87 0 0 0 0 0 0 0 0 w 12C-Osw 0.091 se 607 1.69 0 0 0 0 0 0 0 0 t 12C-Osw 0.091 se 6.07 1.69 0 0 0 0 0 0 0 0 --G 1 D-c2ov 0.570 se 38.02 53.07 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 6.07 1.69 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 6.07 1.69 0 0 0 0 0 0 0 0 1D-c2ov 0.570 s 38.02 31.86 0 0 0 0 0 0 0 0 1Dc2ovd 0.570 s 38.02 31.86 0 0 0 0 0 0 0 0 w 158 -OC -6 0.488 s 15.04 1.27 0 0 0 0 0 0 0 0 t 12C-Osw 0.091 w 6.07 1.69 0 0 0 0 0 0 0 0 --t 1D-c2ov 0.570 w 38.02 61.87 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 6.07 1.69 120 93 564 157 0 0 0 0 1Dc2ov 0.570 w 38.02 61.87 6 0 228 371 0 0 0 0 11PO 0.290 w 19.34 6.84 21 21 406 144 0 0 0 0 158 -OC -6 0.488 w 13.10 0.85 0 0 0 0 0 0 0 0 1D-c2ov 0.570 w 38.02 61.87 0 0 0 0 0 0 0 0 R 12C-Osw 0.000 - 0.00 0.00 0 0 0 0 32 11 0 0 -D 11PO 0.290 n 19.34 6.84 0 0 0 0 21 21 406 144 C 16B-30ad 0.032 - 2.13 1.51 0 0 0 0 0 0 0 0 C 168-30ad 0.032 - 213 1.51 60 60 128 90 36 36 77 54 C C part ceiling, 0.357 - 23.85 16.84 0 0 0 0 0 0 0 0 F 19A-Obsto 0.366 - 7.99 1.89 0 0 0 0 0 0 0 0 F 19C-19cscp 0.000 - 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-19csco 0.000 - 0, 00 000 0 0 0 0 0 0 0 0 F 21A -24t 0.025 - 1.67 0.00 0 0 0 0 0 0 0 0 F 21A -24t 0.025 - 1,67 0.00 0 0 0 0 0 0 0 0 F 21A -24t 0.025 - 1.67 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 95 -20 Envelope loss/gain 1327 858 483 178 12 a) Infiltration 345 42 0 0 b) Room ventilation 0 0 0 0- 13 Internal gains Occupants 230 0 0 0 0 Appiiances/other 0 0 Subtotal (limes 6 to 13) 1672 899 483 178 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redstribution 0 0 0 0 14 Subtotal 1672 899 483 178 15 Duct loads 27% 34% 445 304 27% 34% 129 60 Total room load 2117 1203 612 238 Air required (cfm) 44 38 13 7 �� * Wrightft so- Comfort Builder by Wrightsoft 17 0.17 RSU17315 ..ers4MinmanSeMDocumemstCarrieAwamer res rup Cak = MJB Front Door faces W City Df O Pae 5 idge v}ea$ �° Right -J® Worksheet Entire House Minuteman Heating and cooling LLC 584 Crescent Lake Rd, Golden, CO 80403 Phone 303-400-0111 Fax: 303-766-1335 Email brianggmmutemanheating com Web 1 Room name Master Bath MstrClst 2 Exposed wall 24 0 It 60 ft 3 Room height 10 0 ft heat/cool 10.0 ft heaVcool 4 Room dimensions 120 x 12 0 ft 120 x 60 ft 5 Room area 144 0 ft' 72.0 ft' Ty Construction U -value Or HTM Area (ft'1 Load Area (W) Load number (Btut4ft'-'F) (Bt uh ft') or perimeter (ft) (Bt h) or perimeter (ft) (Bttrh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 6 07 1.69 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 n 607 1 69 0 0 0 0 0 0 0 0 1/V 12C-Osw 0 091 n 6.07 1.69 120 114 692 193 0 0 0 0 �C 1 D-c2ov 0 570 n 38.02 19 84 6 0 228 119 0 0 0 0 11 W 156-Oc-6 0 488 n 150.4 1 27 0 0 0 0 0 0 0 0 12C-Osw 0 091 ne 6.07 169 0 0 0 0 0 0 0 0 1D-c2ov 0.570 ne 3802 43.81 0 0 0 0 0 0 0 0 4k 12C-Osw 0.091 e 607 1.69 0 0 0 0 0 0 0 0 L -C 1 D-c2ov 0 570 a 3802 61 87 0 0 0 0 0 0 0 0 t thV 12C-Osw 0.091 e 607 169 0 0 0 0 0 0 0 0 -G 1D-c2ov 0.570 e 38.02 61.87 0 0 0 0 0 0 0 0 72C-Osw 0.091 e 607 1.69 120 100 607 169 60 60 364 102 tD-c2ov 0.570 e 38.02 61.87 20 0 760 1237 0 0 0 0 1Dc2ovd 0 5770 a 3802 61 87 0 0 0 0 0 0 0 0 �J 15B-Oc-6 0.488 a 11.95 0.60 0 0 0 0 0 0 0 0 L --G 1Dc2ov 0.570 a 3802 61 87 0 0 0 0 0 0 0 0 W 12C-Osw 0 091 se 607 1.69 0 0 0 0 0 0 0 0 �J 12C-Osw 0-091 se 6.07 1.69 0 0 0 0 0 0 0 0 t --C 1D-c2ov 0.570 se 38.02 53.07 0 0 0 0 0 0 0 0 W 12C-Osw 0 091 s 607 1.69 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 6.07 1.69 0 0 0 0 0 0 0 0 1 D-c2ov 0.570 s 38.02 31.86 0 0 0 0 0 0 0 0 1 D-c2ovd 0.570 s 38.02 31 86 0 0 0 0 0 0 0 0 W 156-0c& 0 488 s 1504 1 27 0 0 0 0 0 0 0 0 1$J 12C-Osw 0.091 w 607 1.69 0 0 0 0 0 0 0 0 t -G 1 D-c2ov 0.570 w 38.02 61.87 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 607 1 69 0 0 0 0 0 0 0 0 1 D-c2ov 0.570 w 38.02 61 87 0 0 0 0 0 0 0 0 11 P O 0 290 w 1934 684 0 0 0 0 0 0 0 0 1hV 158-Oc-6 0.488 w 13.10 0.85 0 0 0 0 0 0 0 0 - G 1 D-c2ov 0.570 w 38.02 61.87 0 0 0 0 0 0 0 0 (j 12C -Os w 0.000 - 000 000 0 0 0 0 0 0 0 0 t -D 11 P O 0 290 n 1934 6.84 0 0 0 0 0 0 0 0 C 168-30ad 0.032 - 2,13 1 51 144 144 307 217 72 72 154 109 C 16B -30@d 0 032 - 213 1 51 0 0 0 0 0 0 0 0 C C part ceiling, 0.357 - 23.85 16 B4 0 0 0 0 0 0 0 0 F 19A-ObBtD 0 368 - 799 1 89 0 0 0 0 0 0 0 0 F 19C-19cscp 0.000 - 000 0.00 0 0 0 0 0 0 0 0 F 19C-19cscp 0 000 - 000 0.00 0 0 0 0 0 0 0 0 F 21A -24t 0.025 - 1 67 0 00 0 0 0 0 0 0 0 0 F 21A -24t 0.025 - 1 67 000 0 0 0 0 0 0 0 0 F 21A -24t 0.025 - 167 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion -95 -23 Envelope loss/gain 2595 1840 518 187 12 a) Infiltration 690 84 173 21 b) Room ventilation 0 O 0 0 13 lntema gains. Occupants 4 230 0 0 0 0 Appliances other 0 0 Subtotal (lines 6 to 13) 3285 1924 690 208 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3285 1924 690 208 15 Duct loads 271/ 34% 875 650 27% 3450 184 70 Total room load 4160 2574 874 278 Air required (cfm) 66 61 18 9 meet all reauirements of Man wrightsoft 2017 -Feb -24 0 :46 City Of Comfort Builder by Wnghtsoft 17.0 17 RSU17315 '`�f ' ers \M inmanSery \Documents \C arrier\Warner res rup Calc = MJ8 Front Door faces W e 6 Wheat Ridge r Righ"o Worksheet jL- Entire House Minuteman Heating and cooling LLC Job: Date: By: 584 Crescent Lake Rd, Golden, CO 80403 Phone: 303-400-0111 Fax: 303-766.1335 Email: briang@minutemanheating.corn Web: www.minu 1 Room name Util Bednn3 2 Exposed wall 9.0 ft 26.0 ft 3 Room heQht 10.0 It heat/cool 10.0 ft heat/cool 4 Room dimensions 1.0 x 60.0 ft 12.0 x 14.0 It 5 Room area 60.0 ft' 168.0 ft, Ty Constriction U -value Or HTM Area (ftp Load Area (ftp Load number (BtL"ft-°F) (BtutVft� or perimeter (ft) (Bt uh) or perimeter (ft) (Btuh) Heat Cod Gross WP/S Heat Cod Grass N/P/S Heat Cod 6 W 12C-0sw 0.091 n 6.07 1.69 0 0 0 0 0 0 0 0 W 12C-Osw 0 091 n 6.07 1.69 0 0 0 0 0 0 0 0 '2C-0sw 0.091 n 6.07 1.69 90 90 546 152 120 120 728 203 1D-c2ov 0.570 n 38.02 19.84 0 0 0 0 0 0 0 0 11 W 15B-Oc-6 0.488 n 15.04 1.Z7 0 0 0 0 0 0 0 0 �J 12C -08W 0.091 ne 6.07 1.69 0 0 0 0 0 0 0 0 C 1D-c2ov 0.570 ne 3802 43,81 0 0 0 0 0 0 0 0 LpJ 12C-0sw 0.091 a 6.07 1.69 0 0 0 0 0 0 0 0 L-( 1 Dc2ov 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 1�V 12C-Osw 0.091 a 6.07 1.69 0 0 0 0 0 0 0 0 L- G 1 D-c2ov 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 6.07 1.69 0 0 0 0 0 0 0 0 Lt 1 D-c2ov 0 570 a 38.02 61.87 0 0 0 0 0 0 0 0 1 Dc2ovd 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 li/ 15B-Oc-6 0.488 a 11.95 0.60 0 0 0 0 0 0 0 0 � --G 1D-c2ov 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 se 6.07 1.69 0 0 0 0 0 0 0 0 12C-0sw 0.091 se 6.07 1.69 0 0 0 0 0 0 0 0 1 DcZov 0.570 se 38.02 53.07 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 6.07 1.69 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 6.07 1.69 0 0 0 0 0 0 0 0 1Dc2ov 0.570 s 38.02 31.88 0 0 0 0 0 0 0 0 1D-c2ovd 0.570 s 38.02 31.86 0 0 0 0 0 0 0 0 W 158 -OC -6 0.488 s 15.04 1.27 0 0 0 0 0 0 0 0 WJ 12C-0sw 0.091 w 6.07 1.69 0 0 0 0 0 0 0 0 __r. 113-c2ov 0.570 w 38.02 61.87 0 0 0 0 0 0 0 0 12C-0sw 0.091 w 6.07 1.69 0 0 0 0 140 104 631 176 1D-c2ov 0 570 w 38.02 61.87 0 0 0 0 36 0 1369 2227 D 11PO 0.290 w 19.34 6.84 0 0 0 0 0 0 0 0 1q✓ 15B-Oo8 0.488 w 13.10 0.85 0 0 0 0 0 0 0 0 t --G 1D-c2ov 0.570 w 38.02 61.87 0 0 0 0 0 0 0 0 q 12C -Os 0.ODO - 0.00 0-00 D 0 0 0 0 0 0 0 -D 11PO 0.290 n 19.34 6.84 0 0 0 0 0 0 0 0 C 168-30ad 0.032 - 2.13 1.51 0 0 0 0 168 168 359 253 C 16B-30ad 0.032 - 213 1.51 60 60 128 90 0 0 0 0 C C part cling, 0,357 - 23.85 16.84 0 0 0 0 0 0 0 0 F 19A-Obstp 0.366 - 7.99 1.89 0 0 0 0 0 0 0 0 F 19C-19cscp 0.000 - 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-19csw 0.000 - 0.00 0.00 54 54 0 0 168 168 0 0 F 21A -24t 0.025 - 1.67 0.00 0 0 0 0 0 0 0 0 F 21A -24t 0.025 - 1.67 0.00 0 0 0 0 0 0 0 0 F 21A•24t 0.025 - 1.67 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion -78 710 Envelope loss/gain 674 165 3087 3570 12 a) Infiltration 259 31 748 91 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 0 0 2 460 Applianoes/other 15001 p Subtotal (lines 6 to 13) 933 697 3&35 4121 Less external load 0 D 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 933 697 3835 4121 15 Duct loads 27% 34% 249 235 27°% 34% 1022 1392 Total room load 1182 932 4856 5513 Air required (cfm) 24 29 100 173 -fjf4- wHghtsoft- Comfort Builder by Wrightsoft 17.0.17 RSU17315 ._erslMinmanServ\Documents%CarrienWamer res.rup Calc = MJ8 Front Door faces: W 2017 -Feb -24 city of Wheat Ridge Righ"'o Worksheet Entire House ilk Minuteman Heating and cooling LLC 584 Crescent Lake Rd. Golden, CO 80403 Phone: 303400-0111 Fax. 303-766-1335 Email: briang@mu 1 Room name Bedrm2 UtlHall 2 Exposed wall 35.6 ft 70 ft 3 Room height 10.0 ft heat/cod 10.0 ft heat/cool 4 Room dimensions 1.0 x 198.0 ft 1.0 x 72.0 ft 5 Room area 198,0 ft2 720 ft' Ty Construction U -value Or HTM Area (ftp Load Area (ftp Load number (BU02 °F) (Bt ft.) or perimeter (ft) (Stun) or perimeter (ft) (Bt r) Heart Cod Gross WP/S Heat Cod Gross N/P/S Heat Cod 6 W 12C-0sw 0.091 n 6.07 1.69 40 40 243 68 0 0 0 0 W 12C-Osw 0.091 n 6.07 1.69 0 0 0 0 0 0 0 0 12C -05w 0.091 n 8.07 1.69 0 0 0 0 0 0 0 0 1D-c2ov 0.570 n 38.02 19.84 0 0 0 0 0 0 0 0 11 W 15B-Oc-6 0.488 n 15.04 1.27 0 0 0 0 0 0 0 0 1►J 12C-Osw 0.091 ne 6.07 1.69 0 0 0 0 0 0 0 0 �G 1Dc2ov 0.570 ne 38,02 43.81 0 0 0 0 0 0 0 0 1qJ 12C-Osw 0.091 a 6.07 1.69 0 0 0 0 0 0 0 0 -G 1 D-c2ov 0.570 a 3802 61.87 0 0 0 0 0 0 0 0 t 12C-Osw 0.091 a 6.07 1.69 0 0 0 0 0 0 0 0 --G 1Dc-w 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 UV 12C-0sw 0.091 a 6.07 1.59 0 0 0 0 0 0 0 0 L:{ 1D-c2ov 0 570 a 38.02 61.87 0 0 0 0 0 0 0 0 1Dc2ovd 0.570 a 38.02 61.87 0 0 0 0 0 0 0 0 W! 158 -OC -6 0.488 a 11.95 0.60 0 0 0 0 0 0 0 0 t --G 1Dc2ov 0.570 a 38,02 61.87 0 0 0 0 0 0 0 0 W 1210-0sw 0.091 se 6.07 1.69 57 57 343 96 0 0 0 0 t 12C-Osw 0.091 se 6,07 1.69 0 0 0 0 0 0 0 0 --G 1D-c2ov 0.570 se 38.02 53.07 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 S 6.07 1.69 120 120 728 203 0 0 0 0 1�J 12C-Osw 0.091 s 6.07 1.69 0 0 0 0 70 70 425 118 f -G 2 1D-c2ov 0.570 s 38.02 31.86 0 0 0 0 0 0 0 0 � 1Dc2ovd 0.570 s 38.02 31.86 0 0 0 0 0 0 0 0 W 15B-Oo-6 0.488 s 15.04 1.27 0 0 0 0 0 0 0 0 IqJ 12C-0sw 0,091 w 6.07 1.69 140 108 656 183 0 0 0 0 I --G 1 D-c2av 0.570 w 38.02 61.87 32 0 1217 1980 0 0 0 0 12C-Osw 0.091 w 6.07 1.69 0 0 0 0 0 0 0 0 1 D-c2ov 0.570 w 3802 61.87 0 0 0 0 0 0 0 0 11P0 0.290 w 19.34 6.84 0 0 0 0 0 0 0 0 4pl 15B-Oc-6 0.488 w 13.10 0.85 0 0 0 0 0 0 0 0 T-{' 1 D-c2ov 0.570 w 38.02 61.87 0 0 0 0 0 0 0 0 li =-Osw 0.000 - 0-00 0.00 0 0 0 0 0 0 0 0 1-0 11P0 0.290 n 19.34 6.84 0 0 0 0 0 0 0 0 C 166-30ad 0.032 - 213 151 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 - 2.13 1.51 198 198 423 298 72 72 154 109 C C pert ceiling, 0.357 - 23.85 16.84 0 0 0 0 0 0 0 0 F 19A-Obsto 0.368 - 7.99 1,89 0 0 0 0 0 0 0 0 F 1910-19cscp 0.000 - 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-19csco 0.000 - 0.00 0.00 37 37 0 0 27 27 0 0 F 21A -24t 0.025 - 1.67 0.00 0 0 0 0 0 0 0 0 F 21A -24t 0.025 - 1.67 0.00 0 0 0 0 0 0 0 0 F 21A -24t 0.025 - 1.67 0.00 26 26 43 0 0 0 0 0 6 c) AED excursion 593 -25 Envelope loss/on 3653 3421 579 202 12 a) Infiltration 1025 125 201 24 b) Room verdilartion 0 0 0 0 13 Irtenk-d gains Occupants r � 230 2 460 0 0 A 01 0 Subtotal (lines 6 to 13) 4678 4006 780 716 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redstritwtion 0 0 0 0 14 Subtotal 4678 4006 780 226 15 Duct loads 27% 3496 1246 1353 27% 34% 208 76 Total rode bad 5924 5359 988 303 Air required (dm) 122 168 20 9 1651 * wrightsoft- Comfort Builder by Wnghtsoft 17.0 17 RSU17315 ..ers�MinmanServ\Documents\CarrienWamer res.rup Calc = MJ8 Fruit Door faces. W 2017 -Feb -24 0)/"50-.46 City Of Page 9 Wheat Ridge Right -J® Worksheet Job: Entire House Date: Feb 07, 2017 _ 8y: Minuteman Heating and cooling LLC 584 Crescent Lake Rd, Golden, CO 80403 Phone 303-400-0111 Fax. 303766-1335 Email: bnang(9minutemanheating. com Web. www.minutemanheatingandcooling.com 1 Room name Basement 2 Exposed wall 115.0 ft 3 Room height 80 ft heaUcod 4 Room dimensions 1 0 x 912 0 ft 5 Room area 912 0 fY Ty Constriction U -value Or HTM Area (ftp) Load Area Load number (Stutdit' °F) (Bt w) or perimeter (ft) (St uh) or perimeter Heat Cool Gross NIPIS Heat Cod Gross N,P[S Heat Cod 6 W 12C-Osw 0.091 n 6.07 1.69 0 0 0 0 W 12C-Osw 0 091 n 607 1 69 0 0 0 0 1qJ 12C-Osw 0.091 n 6.07 1.69 0 0 0 0 t ---G 1 D-c2ov 0.570 n 38.02 1984. 0 0 0 0 11 W 15B -OC -6 0 488 n 15 04 1 27 168 168 2527 213 1QJ 12C-Osw 0.091 ne 6.07 169 0 0 0 0 I-- G 1 D-c2ov 0 570 ne 38.02 43.81 0 0 0 0 12C-Osw 0.091 e 6 07 1.69 0 0 0 0 1D-c2ov 0 570 e 38.02 61.87 0 0 0 0 1q! 12C-Osw 0.091 a 6.07 1.69 0 0 0 0 I -.G 1D-c2w 0.570 a 3802 61.87 0 0 0 0 12C-Osw 0 091 e 607 1 69 0 0 0 0 1 D-c2ov 0 570 a 38.02 61.87 0 0 0 0 1 D-c2ovd 0 570 a 3802 61.87 0 0 0 0 156-Oc-6 0,488 a 1195 0.60 240 204 2438 122 1 D-c2ov 0.570 a 3802 61.87 36 0 1369 2227 W 12C-Osw 0 091 se 607 1.69 0 0 0 0 J 12C-Osw 0 091 se 6 07 1,69 0 0 0 0 t --G 1 D-c2ov 0.570 se 38.02 53.07 0 0 0 0 W 12C-Osw 0 091 s 6.07 169 0 0 0 0 12C-Osw 0.091 s 607 1 69 0 0 0 0 1Dc2ov 0.570 s 38.02 31.86 0 0 0 0 1D -c2 d 0.570 s 38.02 31.86 0 0 0 0 W 15B-Oc-6 0.488 s 15 04 1.27 272 272 4091 345 1qJ 12C-Osw 0.091 w 6.07 1.69 0 0 0 0 �-G 1D-c2ov 0.570 w 38-02 61.87 0 0 0 0 12C-Osw 0 091 w 607 1 69 0 0 0 0 1 D-c2ov 0 570 w 38.02 61.87 0 0 0 0 11 P O 0 290 w 19.34 6.84 0 0 0 0 {qJ 15B -OC -6 0 488 w 13.10 0.85 240 216 2829 183 t --C 1D-c2ov 0.570 w 38.02 61.87 24 0 912 1485 ll 12C-Osw 0.000 - 0 00 0.00 104 104 0 0 -D 11 P O 0 290 n 1934 6.84 0 0 0 0 C 168-30ad 0032 - 2.13 1.51 0 0 0 0 C 16B-30ad 0 032 - 2.13 1 51 0 0 0 0 C C part ceiling. 0.357 - 23.85 16.84 46 46 1097 775 F 19A-Obstb 0 368 - 7 99 1.89 0 0 0 0 F 19C-19cscp 0.000 - 0 00 0.00 0 0 0 0 F 19C-19csco 0 000 - 0 00 0 00 0 0 0 0 F 21A -24t 0.025 - 1.67 0.00 912 912 1521 0 F 21A -24t 0 025 - 1 67 0 00 0 0 0 0 F 21A -24t 0 025 - 1.67 0.00 0 0 0 0 6 c) AED excursion -544 Envelope loss/gain 16783 4805 12 a) Infiltration 661 80 b) Room ventilation 0 0 13 Internal gains. Occupants @ 230 0 0 Appliances/other 0 Subtotal (Imes 6 to 13) 17445 4886 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 17445 48% 15 Duct loads 271% 34% 4648 1651 Total room load 22093 6536 Air required (cfm) 456 205 L IM wrightsoft Comfort Builder by Wrightsoft 17 0 17 RSU 17315 ers\MinmanServ\DocumentstCamerlWamer res rup Calc = MJ8 Front Door faces W Manual J ty of 2017 -Feb -2107:50:46 Page 10 a wheat Ridge N Second floor Job All: Performed for: Ken Warner 943 Tenneyson St Denver, CO 8204 Phone: 303-717-4097 Minuteman Heating and cooling LLC 584 Crescent Lake Rd Golden, CO 80403 Phone: 303-400-0111 Fax: 303-766-1335 www.minutemanheatingandcooling.com briang@mi.. cfm cfm Scale: 1 :91 Page 1 Comfort Builder by Wright` " 17.0.17 RSU1731 Vis` 2017 -Feb -24 0746:40 €:Atl .Documents\Carrier\Warner res.r... idge N First floor Job #: Performed for: Ken Warner 943 Tenneyson St Denver, CO 8204 Phone: 303-717-4097 Minuteman Heating and cooling LLC 584 Crescent Lake Rd Golden CO 80403 Phone: 303-400-0111 Fax 303-766.1335 www,minutemanheatingandcooling.com bnang@mi Scale. 1 91 Page 2 Comfort Builder by Wnghtsoft— 17 0.17 RSU17315 2017 -Feb -24 OZ;46:4 ,- of DocumentslCameriyVamer Q.r... Basement Job #: Performed for: Ken Warner 943 Tenneyson St Denver, CO 8204 Phone 303-7171097 Minuteman Heating and cooling LLC 584 Crescent Lake Rd Golden, CO 80403 Phone: 303-400-0111 Fax: 303-766-1335 www.minutemanheatingandcooling.com bhang@mi... Scale: 1 91 Page 3 Comfort Builder by Wright; 17,0. 17 RSU17315 "` 2017 -Feb -24 07:46`40 res. r... idge From: Graham Vincent graham4trUsses ! gmail com if Subject: Fwd: Warner Res PROVISIONAL Shops and Layout Date: February 3, 2017 at 4:15 PM To: Ken Warner k s n 53 a i om Ken, Attached are the provisional shop drawings and layout. ALL the first floor walls are 9'-1 1/8" above first floor plywood, (9 ft precuts), EXCEPT the 2 car garage door wall. In order to get the vaulted trusses to work over the Living room I needed to step the bottom chord down at the box bay at the front porch. Thanks ' t� Warner Provisional Shop Drawings.pdf r r w. 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A y 71 of Q Nam �m n mm°a$ mK PN x V n a N mvN mT-To No z Z $oo�0 0 mmmN mm ma, r 00 j C), N r r MITI ZZ 3 � Q =S N II II 0o 3 7 A m D w 0 m CIL w m Wheat of : n n D O n n C m Q O O �< T O r- Z .0 � . O O U1 O CJ1 O n fin O 0 0 0 0(nx c (j) U) a) C: n N � N O O OA �� n m co r T Dp^3 m m n mu It ccn DNw Z o o J 4 i- 8'4-9116° --{ rm-1 8 E. 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Oxford Ave. #7 Sheridan, Colorado 801 City of 303-781-5188/fax 303-781-5224 yr Wheat Ridge ilding TABLE OF CONTENTS PURPOSE AND SCOPE OF WORK PROPOSED CONSTRUCTION SITE CONDITIONS 2 FIELD EXPLORATION 2 LABORATORY TESTING 2 SUBSURFACE CONDITIONS 3 FOUNDATION RECOMMENDATIONS 3 FLOOR SLABS 5 FOUNDATION WALLS 5 WATER SOLUBLE SULFATES 6 UNDERDRAIN SYSTEM 6 SURFACE DRAINAGE 7 LIMITATIONS 8 Figures Fig. I — Location of Exploratory Boring Fig. 2 — Log of Exploratory Boring Fig. 3 — Legend and Notes of Exploratory Boring Fig. 4 — Gradation Test Results Fig. 5 — Swell -Consolidation Test Results Table I — Summary of Laboratory Test Results City of Wheat Ridge puilding Divison, PURPOSE AND SCOPE OF WORK This report presents the results of a subsurface study for the planned residence to be located at 3070 Teller Street in Wheat Ridge, Colorado. The subsurface study was conducted for the purpose of developing foundation recommendations. The project site is shown on Fig. 1. The study was conducted in accordance with our scope of services letter dated October 28, 2016. A field exploration program consisting of drilling one exploratory boring was conducted to obtain information on subsurface conditions. Material samples obtained during the field exploration were tested in the laboratory to determine the classification and engineering characteristics of the on-site soils. The results of the field exploration and laboratory testing were analyzed to develop foundation recommendations and allowable bearing pressures. The results of the field exploration and laboratory testing are presented herein. This report has been prepared to summarize the data obtained during this study and to present our conclusions and recommendations based on the proposed construction and the subsurface conditions encountered. Design parameters and a discussion of geotechnical engineering considerations related to construction of the planned residence are included in the report. PROPOSED CONSTRUCTION It is our understanding that the planned residence will be a two-story wood structure founded on a full basement. Foundation loads are expected to be light as is typical for this type of construction. If the design varies from the project description above, the recommendations presented in this report should be reevaluated. 1 Cray or Wheat Ridge fi' At the time of our field investigation, the site had an existing one-story house founded on a crawlspace. The site was fully landscaped with lawn, shrubs, and mature trees. The site was relatively flat. FIELD EXPLORATION The field exploration for the project was conducted on November 8, 2016. One exploratory boring was drilled at the location shown on Fig. 1 to explore the subsurface conditions. The exploratory boring was drilled at the staked location by Hollingsworth Associates personnel. The boring was advanced through the soils with a 4 -inch diameter continuous flight auger. The boring was logged by a project engineer. Samples of the subsurface materials were taken with a 2 -inch I.D. spoon sampler. The sampler was driven into the various strata with blows from a 140 -pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Method D-1586. Penetration resistance values, when properly evaluated, indicate the relative density or consistency of the soils and bedrock. Depths at which the samples were taken and the penetration resistance values are shown on the Log of Exploratory Boring, Fig. 2 with a legend and notes shown on Fig. 3. Measurement of the water level was made in the boring by lowering an M -scope into the open hole shortly after completion of drilling and ten days later. LABORATORY TESTING The samples obtained from the exploratory boring were examined and visually classified in the laboratory by the project engineer. Laboratory testing included standard property tests, such as natural moisture content (ASTM D-2216), dry unit weights, grain size analysis (ASTM D-422), and liquid and 2 City of Wheat Rid0e Diviso plastic limits (ASTM D-4318). Swell -consolidation tests (similar to ASTM D-2435) were conducted on two samples of the upper soils to determine the compressibility or swell characteristics under loading when submerged in water. The percentage of water soluble sulfates was determined in general accordance with "Standard Methods for the Examination of Water and Wastewater, 150' ed.", for one selected sample. Results of the laboratory testing are shown on Figs. 4 and 5 and summarized in Table I. The laboratory testing was conducted in general accordance with applicable ASTM standards. SUBSURFACE CONDITIONS The subsurface conditions at the site, as indicated by exploratory boring B-1, consisted of 12 inches of topsoil overlying medium stiff to stiff sandy clay for the depth drilled, 21 feet. No free water was encountered in the exploratory boring at the time of drilling nor when checked ten days later. Gradations of typical samples of the sandy clay are shown on Fig. 4. The sandy clay settled upon loading and was not affected when wetted under constant load as indicated by the swell - consolidation test results shown on Fig. 5. The laboratory test results are summarized in Table I. FOUNDATION RECOMMENDATIONS Considering the subsurface conditions encountered in the exploratory boring and the nature of the proposed construction, we recommend the residence be founded on spread footings bearing on undisturbed natural soils. The design and construction criteria presented below should be observed for a spread footing foundation system. The construction details should be considered when preparing project documents. 3 City of Wheat Ridge wilding Diviso (1) Footings bearing on the undisturbed natural soils should be designed for an allowable soil bearing pressure of 2,000 psf. (2) Based on one-dimensional consolidation theory, we estimate total settlement for footings designed and constructed as discussed in this section will be approximately 1 inch. Differential settlements across the residence are estimated to be approximately % inch. (3) Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 36 inches below the exterior grade is typically used in this area. (4) The lateral resistance of a spread footing bearing on undisturbed natural soils will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.35. Passive pressure against the sides of the footings can be calculated using an equivalent fluid unit weight of 200 pef. The coefficient of friction and passive pressure values recommended above assume mobilization of the ultimate soil strength. Suitable factors of safety should be included in the design to limit the strain that will occur at the ultimate strength, particularly in the case of passive resistance. (5) Continuous foundation walls should be reinforced top and bottom to span an unsupported length of at least 12 feet. (6) Areas of loose material encountered within the foundation excavation should be removed and the footings extended to adequate natural bearing material. As an alternate, the loose material may be removed and replaced with non -expansive fill material compacted to 100% of the maximum standard Proctor (ASTM D-698) density within 2 percentage points of the 4 , city of Wheat Ridge uilding optimum moisture content. New till should extend down from the edges of the footings at a 1 horizontal to I vertical projection. (7) A representative of the soil engineer should observe all footing excavations prior to concrete placement. FLOOR SLABS The natural on-site soils, exclusive of topsoil, are suitable to support lightly to moderately loaded slab -on -grade construction. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints that allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. We suggest joints be provided on the order of 15 feet on center. The requirements for slab reinforcement should be established by the designer based on experience and the intended slab use. FOUNDATION WALLS Foundation walls that are laterally supported and can be expected to undergo only a moderate amount of deflection should be designed for a lateral earth pressure computed based on an equivalent fluid unit weight of 50 pef for backfill consisting of the on-site soils. All foundation walls should be designed for appropriate hydrostatic pressures. The pressures recommended above assume drained conditions behind the wails and a horizontal backfill surface. The buildup of water behind a wall or an upward sloping backfill surface will increase the lateral pressure imposed on a foundation wall. The lateral resistance of foundation wall footings placed on undisturbed natural soils will be a combination of the sliding resistance of the footing on the foundation materials and passive earth City of 5 Wheat Ridge wilding pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.35. Passive pressure against the sides of the footings can be calculated an equivalent fluid unit weight of 200 pcf. The coefficient of friction and passive pressure values recommended above assume mobilization of the ultimate soil strength. Suitable factors of safety should be included in the design to limit the strain that will occur at the ultimate strength, particularly in the case of passive resistance. Compacted fill placed against the sides of the footings to resist lateral loads should be a non - expansive material. Fill should be placed and compacted to at least 95% of the maximum standard Proctor (ASTM D-698) density at a moisture content near optimum. WATER SOLUBLE SULFATES The concentration of water soluble sulfates measured in a sample obtained from the exploratory boring was less than 0.01%. This concentration of water soluble sulfates represents a negligible degree of sulfate attack on concrete exposed to these materials. The degree of attack is based on a range of negligible, positive, severe, and very severe as presented in the U.S. Bureau of Reclamation Concrete Manual. Based on this information, we believe special sulfate resistant cement will not be required for concrete exposed to the on-site soils. UNDERDRAIN SYSTEM The basement level of the residence should be protected by an underdrain system. The underdrain system should consist of a minimum 4 -inch layer of free -draining granular material beneath the floor slab connected to perimeter drains. Free -draining granular material used in 6 City of Wheat Ridge wilding Diviso the drain system should contain less than 5% passing the No. 200 sieve, less than 10% passing the No. 4 sieve and have a maximum size of 1 % inch. The drains should consist of drainpipe placed in the bottom of a trench and surrounded above the invert level with free -draining granular material. The free -draining material should extend 1 foot above the basement floor slab level. The perimeter drains should be at least 4 inches in diameter. The drain lines should be placed at least I foot below the floor level and graded to sumps at a minimum slope of 'h%. The underdrain system should be sloped to a sump where water can be removed by pumping or gravity drainage. SURFACE DRAINAGE The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed. (1) Excessive wetting or drying of the toundation excavations and underslab areas should be avoided during construction. (2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor (ASTM D-698) density in pavement areas and to at least 90% of the maximum standard Proctor (ASTM D-698) density in landscape areas. (3) The ground surface surrounding the exterior of the residence should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in paved areas. (4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 7 f City of 'A'heat Ridge Wiling LIMITATIONS This report has been prepared in accordance with generally accepted soil and foundation engineering practices in this area for use by the client for design purposes. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory boring drilled at the location on the exploratory boring plan and the proposed type of construction. The nature and extent of subsurface variations across the site may not become evident until excavation is performed. If during construction, fill, soil, rock, or water conditions appear to be different from those described herein, this office should be advised at once so reevaluation of the recommendations may be made. We recommend on-site observation of excavations and foundation bearing strata by a representative of the soil engineer. Reviewed by: HH Attachments OCIATES, INC. P. E. g City of (Wheat Ridge Scale: I"= 30' • B-1 --Exploratory boring 16-667 1IMI,INOS\YORTHASSOC IIATEiS I Location of Exploratory Boring Fid:.l (icntcehmcaVGnvironmenlal C:nine��> Of Wheat Ridge MR r, -fl 12,12 10 10 b 10/12 15 15 5/12 20 141 10/12 20 "s"�'16-667 gLog of Exploratory Boring Fig. l liy /heat Ridge Widing LEGEND ® Topsoil. a Clay (CL), slightly sandy to sandy, medium stiff to stiff, occasionally grades into a clayey sand, calcareous, brown, moist Drive sample, 2 -inch I.D., California liner sample. 12/12 Drive sample blow count. Indicates that 12 blows of a 140 -pound hammer falling 30 inches were required to drive the California sampler 12 inches. NOTES 1. The exploratory boring was drilled on November 8, 2016, with a 4 -inch diameter continuous flight auger. 2. The exploratory boring was drilled at the staked location. 3. Log is drawn to depth. 4. The line between materials shown in the boring represent the approximate boundaries between material types and the transitions may be gradual. S. No free water was encountered in the exploratory boring at the time of drilling nor when checked ten days later. 1101.1_INGswoarrl nsscxa,rr[s 16-667 GmiecbnimUEnvironmenlnlfngineer, Legend and Notes of Exploratory Boring lbtly t boat Ridge HYDROMETER ANALYSIS SIEVE ANALYSIS tlMl. RIADR#.S II S tTANIMRI) VI WS 111 AR M)UARE tN'FNRt(:S { 23118 AIR 10 0 4IN 15AIIN NIMIN 19MIN JAfN \ IN 100 10JO Rl 6 R 0 IO m )0 to t 30 m 10 w W 0(11 00 009 OM 037 Ola w291 SW 119 2M JM 9.52 191 1F.1 762 -17'7 -- 2(10 100 J2 20 152 I3MMEHA OF PAR W.1, IN MILL IMETTRS ClAYTOMLrbWD r UNAWL- COISISIp1 -- �I MWL - MF.DRIM { CMR.SIi FlNE C(MNSE v�� GRAVEL 0 % SAND 21 % SILT AND CLAY 79 % LIQUID LIMIT 34 % PLASTICITY INDEX 19 % SAMPLE OF Sandy clay FROM Boring B-1 at 5'-0" HYDROMETER ANALYSIS SIEVE ANALYSIS NMIi RIAUINGiS U.S. STANIMNUMEVI:3 CI.EARS()IARE OPENINGS 2AIR TIIR 10 100 JS 90 a 70 m i _ w r a0 to 20 IO 0 DMSIF:TER G» 1'Axl'N:LE IN MILLIMETERS MIND C011111.1s flNl!_ W.1311ml (:/MNSE FINE, C(MR$E GRAVEL 0 % SAND 8 IN, SILT AND CLAY 92 % LIQUID LIMIT 40 % PLASTICITY INDEX 25 SAMPLE OF Slightly sandy clay FROM Boring B-1 at 10'-0" 16-667 I I 1 IIOLLINOSWORTHASSOCIAITS f-1 r IMl.nl : Gradation Test Results 0 to 20 to 40 w � 60 70 P9 W 100 Fig. 4- ;,; .,, '''/heat Ridge . 3uildin ;L g Divison, 0 0 -2 0 0 _2 -3 16-667 Moisture Content= 12.1 % DryUnit Weight= 1 1 1.4 pcf Sample of Sandy clay From: Boring B-1 at 5'-0" No movety ent u ider co tst ir t 1 r ssure upon vetting .1 1.0 10 100 APPLIED PRESSURE - ksf Moisture Content= 13.9 % DryUnit Weight= 115.5 pcf Sample of'. 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C umi c a c � N 0.O E 0.0 0 normo .O p � -0 c m CDr a: C> C 0 ca �—� m c c0 .crnm E �_ Tmm 'S c *80 cv o - C C m— o (a 0 0'2 m -.w Eat m m ; «wQ n -,az 00 'OV -L QcVo cWC(,D) I'D� '�za� cEOaj � a>)O'sw�a`o y V C o'- N D d n V$ m O o 3 9a lg a).—U o o uj m C Y 7 f0 c 0 (D� m m¢ >,O U C4 a) O m E c m o C S2 m> c E N m o – Epm.m O U) i N .-� N cc o E-' r Ectlly m cimcF CD a) E S E m A > E 0-a C m—rt O a) `d N ;E > 0 m L O W m E• c5 v= ciEOm��`-6ca a) ac w c F�m� O o._ o'o v� zL°mm m C, o �n F�Og SYI° a0z za m<m x'00 s�'¢ oo�a5 zmam City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 January 31, 2017 NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: CURRENT ADDRESS: Vacant Land NEWADDRESS: 3070 Teller Street SUBDIVISION: Parry Minor LOT(s): 0001 SECTION: 26 PARCEL NO: 39-264-02-012 NOTES: This is a courtesy notification. AUTHORIZED BY: DATE: /,31—/ III&IC1,41:111 1. Property Owner 2. Jefferson County Assessor, ATTN: Data Control, Lacey Baker email to lbaker(o),jeffco.us 3. Jefferson County Elections, ATTN: H. Roth, 3 500 Illinois St., Laramie Building, Suite 1100, Golden, CO 80401 4. Email to Jeffco IT (Mapping) Services at stnitehelLdjeffco.qs and edel koLdjjeffcq.us 5. Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden, CO 80401 6. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 7. Email to erlindvig -u.martinez4usm�ov and krissy �.suinmerfield(d),usys.v-ov and arlene,a,ckre us 8. Xcel Energy, sandrqxardenas(celener�.co 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. West Metro Fire District 14. Wheat Ridge Planning Division 15. Wheat Ridge Building Division 16. Wheat Ridge Police Department 17. GIS Specialist 18. Log File NOTE: Please notify all other parties concerned. 0-11110 ww"'xi.wheatridge.coms Site Vicinity ap