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HomeMy WebLinkAbout4725-4727 Pierce StreetCity of Wheat id ,e COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. F: 303.237.8929 November 22, 2019 Owner/Occupant 4727 Pierce Street Wheat Ridge, CO 80033 Wheat Ridge, CO 80033-8001 P: 303.235.2855 RE: Previously permitted project plans available for retrieval — Permit 2018 (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 — December 26th — 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.wheatrid eg co.us City of W heat dgc COMMUNITY DEVELOPMENT www.6wheatridge.co.us i CITY OF WH,EAT RIDGE F 13uilding In ection Division 4 (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax:.. "- TISPECTION NOTICE Inspection Type: `'�► Job Address: 44-2D-) PermitNumber: ❑ No one available for inspection: Time�`n AM/P Re -Inspection required: Yes( No When corrections have been made, call for re -inspection at 303 -234 - Date: ,�? i i �' Inspector:)_r-w--__-'--,_, 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 a Inspection Type: Job Address: ❑ No one available for inspection- ';Z `AMI Re -Inspection required: Yes,, -No ') .__ When corrections have been made, call for re -inspection at 303-234-5933 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: ` l > C� . Job Address: —7 s - Permit Number: t ❑ No one available for inspect Re -Inspection required: Yep`` No When corrections have been made, call for ► _inspection at Date:Inspector:~ i CITY OF WHEAT RIDGE Building Inspection'Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax t. INSPECTION NOTICE Inspection Type: 315 S kgL/c e- a n A) %4�43.4 Job Address: q 77 7 T' trr S -t, Permit Number: q-0 100 1 l 32 , 4 i r' i r 1} f x } ❑ No one available for inspection: Time '6kM Re -Inspection required: Yes When corrections have been made, call for �� re -inspection at 303-234-5933 Date: f/ 1 Z I _inspector: _fiior t o0�/ 1 f- 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: JEFM Job Address: 1472-7 j ffc e 5 Permit Number: 2-r/8 01132- J No one available for inspection: Time Ily q,43 AM/PM Re -Inspection required: Yeso When corrections have been made, c or re -inspection at 303-234-5933 Date: //�V/ Inspector: MT � DO NOT REMOVE THIS NOTICE 3 1* 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: 3 d a- b T -y tv I J c► s,, Job Address: 7 9 '7 eg ^ ,� Permit Number: '0- © 1 g P l 3 a // 57c-ww 440prove ❑ No one available for inspection: Time / o = 3 6 PM Re -Inspection required: YesV�o *When corrections have been made, call for re -inspection at 303 -234 - Date: I © //f? Inspector: TD DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE 9�(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -�� U! / t� VC �� _` C / ✓ Job Address: 1 7? Permit Number: -10190 1 /.3 Z ]),-,w ./ � -�( ,-6j L'� 1.10 LN ❑ No one available for inspection: Time 7 A )PM Re -Inspection required: Ye No When corrections have been made, call for re -inspection at 303-2345933 Date: I tl /yi Inspector: L. ( / iie r DO NOT REMOVE THIS NOTICE � 4 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: , d Job Address: q i) ► Pt l~ Permit Number: '90/90/ 13 L No one available for inspection: Time Cly `? ' / AM/PM Re -Inspection required: Yes 1o When correct' ns have been made, call for re -inspection at 303-234-5933 n � Date: %d Inspector: DO NOT REMOVE THIS NOTICE l-4 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: 3 0 5S- --C-,, s u )a 4-1 C„ Job Address: LI -7 3 -7 P e c-ce S Permit Number: a c PF o 11 3 a ❑ No one available for inspection: Time (b -- 737 0jM PM Re -Inspection required: Yes'lam When corrections have been made, call for re -inspection at 303-234-5933 Date: `( 21 /1'9—lnspector: -- t DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building lnspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 6'a 5 L, � =2 Job Address: 4-727 Pl Al,' -P t Permit Number: ao l?o/l ? Z ❑ No one available for inspection: Time K AM/PM Re -Inspection required: Yeas ` �No' When corrections have been made, call for re -inspection at 303 -234 - Date:— a Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE - Building Inspectioir bfw sion (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE p Type: Inspection e: 3 0 l- 1 T � v � A t--r-a ,,, � `„ c Job Address: L1 7?? F1 r r c e 7L Permit Number: 1 e) l 1 o UAi ®inii ❑ No one available for inspection: Time tAMJPM Re -Inspection required: Yes 00 When corrections have been made, call for re -inspection at 303 -234 - Date: q//,9//S _Inspector: _..b 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: -309 R CA Job Address: 1-/7) 7 A P, 6 `° 5 l' Permit Number: 20/600 1132- A ❑ No one available for inspection ime AM/PM Re -Inspection required: Yes (No) When corrections have been made, call for re --inspection at 303-234 97—# /� 1 -5933 Date: q 9 Inspector: �'l T # 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 NSPECJION NOTICF Inspection Type: 3 / 6 - 6 o cg), M ec Job Address: (-17 0 -7 1 r _ rte 54 - Permit Number: 2 c 1 6 y t t 3-? ❑ No one available for inspection: Time 43 = 3'75 40PM Re -Inspection required: Yes (Vo When corrections have been made, call for re -inspection at 303-234-5933 Date: 9 / c; Inspector: DO NOT REMOVE THIS NOTICE q-11 1* 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: .30d Q F Job Address: y7d-7 P, PICc� Sf Permit Number: �-61.40 //.3 d' ❑ No one available for ins ion: Time -t AM/PM Re -Inspection required: Ces)No When corrections have been made, call for re -inspection at 303-234-5933 Date: �! l� —inspector: /T DO NOT REMOVE THIS NOTICE -7 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: 3 04, - M - Job Address: y i a 7 P>),e r -c e S 4 - Permit Number: "D 0 1 g C I) -5 �3z ❑ No one available for inspection: Time /V = 019 M PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: is a 8 11q Inspector: T b DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE B.uildiho fnspecit on Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE 3J! - Fr��' Inspection Type:302.-L/21/l _Y4,m,�:kle lV2 1414 At°<r 4lj Job Address: 'C/ -L e �- Permit Number: 7 di�6�1 �3 Z X03- ❑ No one available for inspection: Time 1', oU d Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: / � / 1 Inspector: L d vf # DO NOT REMOVE THIS NOTICE *** CONDITIONS *** All roughs to be done at Framing Inspection. 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. I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. If professionals are hired, those contractors are licensed with the City of Wheat Ridge and are listed on the permit. Consultations and inspections will only be performed with the homeowner of record present. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Landscaping removed or damaged during construction must be replaced prior to final inspection. For one- or two-family dwellings, the first twenty-five feet (25&#39;) 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. City of Wheat Ridge F Residential Addition PERMIT - 201801132 PERMIT NO: 201801132 ISSUED: 05/29/2018 JOB ADDRESS: 4727 Pierce ST EXPIRES: 05/29/2019 JOB DESCRIPTION: Addition on back of house with crawlspace - 400 sq ft; adding 3 bathrooms; pop -top addition with engineered floor and roof trusses *** CONTACTS *** OWNER (303)901-0977 ILNICKI SEAN P SUB (303)591-7235 Martin McCoy 021456 In House Maintenance Heating & *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 132,079.00 FEES Total Valuation 0.00 Plan Review Fee 578.86 Use Tax 2,773.66 Permit Fee 1,344.90 ** TOTAL ** 4,697.42 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. 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. I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. If professionals are hired, those contractors are licensed with the City of Wheat Ridge and are listed on the permit. Consultations and inspections will only be performed with the homeowner of record present. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Landscaping removed or damaged during construction must be replaced prior to final inspection. For one- or two-family dwellings, the first twenty-five feet (25&#39;) 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. City of Wheat Ridge Residential Addition PERMIT - 201801132 PERMIT N0: 201801132 ISSUED: 05/29/2018 JOB ADDRESS: 4727 Pierce ST EXPIRES: 05/29/2019 JOB DESCRIPTION: Addition on back of house with crawlspace - 400 sq ft; adding 3 bathrooms; pop -top addition with engineered floor and roof trusses I, by. my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applica le building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this_permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all wpr o be performed is disclosed in this document apd/or its' accgmpanying approved plans and specifications. -j �-,_^�...=�e---•-----"c- ttrr ��,4� ',.1.'l�iC��t f.'r►�v �Ui+` 'S r Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, 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 androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinalc�e or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Buil/,ng Official Date REQUESTS MUST BE MADE BY 11:59PN ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Lagenia Reimer From: Sean Ilnicki <sean@naturalconstruction.net> Sent: Tuesday, May 29, 2018 1:02 PM To: CommDev Permits Subject: Permit signing permission Hi, This email is to give authorization to Daniel Ilnicki to sign and pay for the permits for 4727 Pierce st. Wheat ridge, Co 80033 Thank you, Sean Ilnicki Sent from my iPhone City of W P--_gie COMMUNITy DEVELOPMENT Building & Inspection Services Division 7500 W. 291 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a.ci.wheatridge.co.us FOR OFFICE USE ONLY Date: � V Plan/Permit # �V Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: �� �-� �,�e�cL �� �J64 J4 33 IV Property Owner (please print): Ycv1 Phone: 363- -lot -pact 77 Property Owner Email: 52avt 0 y1c�kLva\ c,ort4}r�ctvn . ✓l�� Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Enaineer: 54� ko sdvx Architect/Engineer E-mail: SM�•��v� t�_ iog6ox t , c v -x Phone: 12 O - q34 -109 Contractor: City of Wheat Ridge License #: Contractor E-mail Address: For Plan Review Questions & Comments (please print): Phone: CONTACT NAME (please print): .1_Uck, Phone: CONTACT EMAIL(please print): 5ecvnQ— y1(N 'G- "ytsYw re -.1f Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # ❑COMMERCIAL X RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. ' e--41-4ivy r°d � Aw§'sz.� 7Qd l S'�, T n a.e,�C+Jlc�w 6' J' *r4 kwsk'- i✓ Cvv w 3�G1'E'e- 3 eI Commercial Projects Only: Occupancy Type: ( t t Sq. FULF �� CO hari BTUs Amps Squares Construction Type: Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ in 100 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): i7 DATE: L� Printed Name: C)(.Uy1 ,1-�✓lldc' DEPARTMENT USE ONLY ZONING COMMMENTS: q ,,,ij l T / J OCCUPANCY CLASSIFICATION: V'- e n (i (� S ✓ J ��"�` CONSTRUCTION TYPE: Reviewer: I J BUILDING DEPARTMENT COMMENTS: �.`� tc:p ���� X. 3 -5 V �1i 101 Ad6"� "'o J Sa �, k 1 G . Zo' 3,Lt3 Reviewer: r -- c f PUBLIC WORKS COMMENTS: Reviewer: Z O O� Building Division Valuation: �� 1 j� City _ of Wh6at�idge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM *This application must be signed by each sub -contractor confirming the same. Project Address: 17_-�2 7 � ,�, .49ermit #: General Contractor: Electrical Contractor - Wheat Ridge License # Company Name: State License #: Signature of Authorized Agent Phone #: Master #: Plumbing Contractor - Wheat Ridge License # Company Name: State License #: Signature of Authorized Agent Phone #:. Master #: Date Date Mechanical Contractor - Wheat Ridge License # 617-�5 M1., Company Name-�Zv Phone: 0 -� Signature of Authorized Agent Date *This application must be signed by each sub -contractor confirming the same. RESIDENTIAL Building Permit - Plan Review Worksheet Address: 57 Zoning Rev. 09/2017 Lot Size: 1/ , (De C� sq. ft. Lot Width: t CSU, ft. Property in the flood plain? If yes, notify PW Floodplain Administrator and add surveying condition FLD Subdivision:ItAft, Any conflict? (Y/N) Related Cases: Type of project (applicable survey conditions in parenthesis): foundation:At permit, we need: Survey at CO: ❑ Accessory ISP, ILC or site plan none if in floodplain (FLD) ❑ Addition ILC and site plan if Win 2' of setback or in floodplain (FND) if in floodplain (FLD) ❑ New ILC and site plan yes (FND) if w/in 2' of setback (NRS)if in floodplain (FLD) Maximum Lot Coverage: `O % Existing Improvements (footprints): \..,( \ House:y T sq. ft. Shed: sq. ft. Detached garage: �� ®- sq ft. Other: q q b sq. ft. Total Existing sq. ft Lot Coverage \'?.- % � sq. ft. Proposed Improvementsfootprints): �-•� w House/addition: 1 S �� sq. ft. Shed: sq. ft Detached Garage: +1,3\0, sq. ft. Other:I''' (r a5 sq. ft. Proposed+Existing 2 -955 -sq. ft Lot Coverage IS % Required Setbacks: FR cJ S 5 S rJ' R Provided Setbacks: FR_ S°� S R_ For additions or new construction, is the structure within 2 feet of minimum setbacks? If yes, add surveying condition FND. Maximum Height: ft. Pro osedHeight•,.-1�1) -0r"`0ft Maximum Size: b1Q-0 sq. ft. p Proposed Size: 2 1 J < sq. ft. Does the bulk plane apply? (Y/N) If yes, does it meet on all sides (Y/N): R S S R (See 26-642 and 26-120.C.1 — applies to all single-family structures (new, addition, accessory) in R -1C and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? If yes, have parkland dedication fees already been paid (eg with a previous land use approval)? If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG. Rev. 09/2017 Streetscape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots ❑ New development ❑ Additions that increase gross floor area (not just the footprint) by 60% or more (proposed floor area .- ' a — existing floor area ) / existing floor area', _ % increase If any box above is checked... For SF/DUPLEX—Is there existing ❑ Curb ❑ Gutter L35 -ft+ 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. AcConditions (apply to all new driveways, garages, additions, or new homes/units) ces 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. ❑ 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 Conditions (apply to additions and new dwelling units) ❑ For one -and two-family dwellings, one tree for every 70 feet of street frontage is require, Frontage of lot F',J % - width of driveway' ) /70= - (round up for required tre s) Street trees required: :-- Street trees provided: S S ❑ 100% of the front yard and 25% of the entire lot must be landscaped prior t6 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. Dwelling Unit ❑ Not approved as an independent dwelling unit. COMPLETE ENGINEERING SERVICES, INC SUBSURFACE INVESTIGATION AND ENGINEERING ANALYSIS ADDITION TO SINGLE FAMILY RESIDENCE 4727 Pierce Street Wheat Ridge, Colorado Prepared For: Natural Construction 4727 Pierce St. Wheat Ridge, CO 80033 Attention: Mr. Sean Ilnicki Project No. 18-10775 March 22, 2018 912 TWELFTH STREET, GOLDEN, CO 80401 303 279-6418 FAX: 303-279-9586 TABLE OF CONTENTS SCOPE................................................................1 PROPOSED CONSTRUCTION................................................1 SITE CONDITIONS......................................................1 SUBSURFACE CONDITIONS................................................2 FOUNDATION DESIGN SPECIFICATIONS.....................................3 DRAIN SYSTEMS........................................................4 FOUNDATION BACKFILL..................................................4 LAWN AND LANDSCAPE IRRIGATION........................................5 INSPECTION AND CONSULTATION..........................................6 FIGURES TEST HOLE LOCATION PLAN.......................................FIGURE 1 TEST HOLE LOGS.......................................................2 SWELL CONSOLIDATION TESTING......................................3 & 4 DRAIN SYSTEM DETAIL..................................................5 PROJECT NO. 18-10775 March 22, 2018 Page 1 of 6 SCOPE A geotechnical and geological engineering investigation was conducted at 4727 Pierce Street, Wheat Ridge, Colorado, to determine foundation design criteria for a proposed addition onto a single family residence. Recommendations for design and construction, based on soil and groundwater conditions, are provided. This investigation does not include evaluation of soil or groundwater for the presence of pollutants or other environmental hazards. Conclusions and recommendations presented are based on results of a field and laboratory investigation, other investigations conducted by this firm in the area, and experience with similar projects and conditions. PROPOSED CONSTRUCTION Plans call for constructing an addition on the western portion of the residence. The structure will be one to three stories over a standard - depth crawl space. A wood frame superstructure will be supported by a reinforced concrete foundation. SITE CONDITIONS The site is in a fully developed residential subdivision in the city of Wheat Ridge, Colorado. The surface in the general vicinity slopes to the north at gentle to moderate grades. The surface within this lot is relatively flat. Vegetation consists of shrubs, trees, sod and groundcover plants typical of landscaped residences in the area. PROJECT NO. 18-10775 March 22, 2018 Page 2 of 6 The only apparent geologic hazard that may affect the proposed construction is slightly expansive bedrock. Recommendations for mitigating this hazard are presented herein. SUBSURFACE CONDITIONS Subsurface conditions were investigated by drilling one foundation design test hole as close as practical to the anticipated building envelope. Approximate test hole location is shown in Figure 1, Test Hole Location Plan. The test hole was drilled to a depth of 25. Samples were taken at various intervals based on anticipated foundation bearing depths and materials encountered. Lithologic log and Standard Penetration test results are shown in Figure 2, Test Hole Log. Soils have been deposited by wind and low -to -moderate energy stream flow. Approximately six feet of medium to coarse-grained, gravelly, medium -dense sand was encountered overlaying bedrock. Bedrock was encountered at six feet below existing grade. Sixteen feet of blocky, sandy, firm claystone was encountered overlaying a medium - grained, hard sandstone to the total depth investigated. Bedrock has been mapped by the U.S.G.S. as the Denver and Arapahoe Formations. The Denver and Arapahoe Formations consist of interbedded and intertonguing lenses of shales, claystones, siltstones, sandstones and conglomerates. Detailed soil and bedrock descriptions are presented in the test hole logs on Figure 2. Swell -consolidation testing was conducted on three representative bedrock samples from depths of 6, 9 and 14 feet below existing grade. Results indicate the bedrock has a low swell potential. One bedrock sample did not swell and the other two samples swelled 0.5 to 1.8 percent when saturated under a constant load of 1000 psf. Maximum PROJECT NO. 18-10775 March 22, 2018 Page 3 of 6 swell pressure in the samples was approximately 5000 psf. Detailed swell -consolidation test results are presented in Figures 3 and 4, Swell -Consolidation Test Results. Groundwater was encountered at 24 feet below existing grade during drilling operations. Free groundwater was present at a depth of six feet below existing grade and the test hole had caved to a depth of 12 feet when checked nine days after drilling. Groundwater appears to be perched on top of and within the weathered portion of the claystone bedrock. Due to the geologic and topographic location of the site, soil type present and type of construction proposed, it is unlikely that groundwater will affect the residential structure during or after construction. Groundwater conditions can be better evaluated during construction by observing the foundation excavation. The elevated groundwater encountered at the site may pose a risk to basement construction during and after construction. Plans do not currently include below -grade habitable space. We should be contacted to review plans relative to groundwater depth if plans are changed to include below -grade habitable space. FOUNDATION DESIGN SPECIFICATIONS Foundations that bear less than five feet below existing grade can be supported on continuous spread footings designed for a maximum contact pressure of 1500 psf. Maximum contact pressure shall be calculated using full dead load plus full live load. Foundations that bear greater than five feet below existing grade can be supported on controlled pressure spread footings and isolated pads designed for a maximum contact pressure of 3000 psf and a minimum contact pressure of 1000 psf. Maximum contact pressure shall be PROJECT NO. 18-10775 March 22, 2018 Page 4 of 6 calculated using full dead load plus one-half live load. Minimum contact pressure shall be calculated using dead load only. Footings shall be proportioned, as much as practical, to maintain even contact pressures and help prevent differential settlement or heave. A four -inch void shall be placed in footing forms as required to maintain minimum contact pressure. Footings shall be constructed on relatively undisturbed native soil or bedrock that is smooth, even and free of organic materials, debris or rocks over three inches in diameter. Footings shall not be constructed on frozen or saturated soils. Foundation walls shall be designed to withstand an at -rest lateral earth pressure of 50 lb/cu-ft/ft. An equivalent fluid pressure of 250 pcf/ft may be used for passive lateral soil pressures. DRAIN SYSTEMS A drain system shall be constructed around the interior foundation perimeter of the crawl space. The drain system shall be constructed in conformance with details shown in Figure 6, Drain System Detail, and graded to a sump pit either inside or outside the structure. An automatic pump should be provided to remove excess water if a sump pit is used. FOUNDATION BACKFILL Backfill placed against foundation walls should be free of trash and fragments of rock over six inches in maximum diameter, moistened and adequately compacted to prevent excessive settlement. Walls should be PROJECT NO. 18-10775 March 22, 2018 Page 5 of 6 a minimum of seven days old prior to backfilling. Walls should be backfilled on both sides simultaneously. Controlled puddling should not be used. The ground surface shall slope away from the foundation. A minimum grade of 10 percent (one foot in ten) shall be provided within 10 feet of the structure, or as far as property boundaries permit, where the surface is not covered with concrete or other hardscaping. The owner should periodically inspect the surface around the foundation to locate and correct grading problems that may occur due to normal foundation backfill settlement. LAWN AND LANDSCAPE IRRIGATION Lawn and landscaping irrigation shall be controlled, as much as possible, to prevent additional wetting of subsoils. Automatic sprinkling systems should be placed so that, under full pressure, spray does not fall within five feet of foundation walls. Drip or mist irrigation systems shall not be placed within five feet of foundation walls. Installing any portion of the irrigation system within five feet of walls should be avoided. Decorative landscape, such as rock and/or bark should be used in areas next to foundation walls. Vegetation planted within five feet of foundation walls should be hand watered and this watering should be minimized. Downspouts and sillcocks should not be allowed to discharge directly on the ground surface. Splash blocks and/or down spout extensions should be used to discharge water beyond foundation backfill where backfill soils are not covered by pavement and/or sidewalks. PROJECT NO. 18-10775 March 22, 2018 Page 6 of 6 The owner is encouraged to read A Guide to Swelling Soils for Colorado Homebuyers and Homeowners, Special Publication No. 43, available from the Colorado Geological Survey. Recommendations contained in the report are applicable to all residential construction in the Denver area, regardless of soil expansion potential. INSPECTION AND CONSULTATION In any subsurface investigation it is necessary to assume conditions encountered in the field investigation are representative of the site. Actual conditions may differ from anticipated conditions. Subsurface conditions should be verified through visual inspection of the foundation excavation by a representative of this office prior to construction. Footing forms, reinforcing steel placement in foundation walls and drain system installation should also be inspected to insure compliance with these recommendations, engineered foundation plans and City of Wheat Ridge requirements. We are available to discuss the contents of this report with you. Please contact us if you have questions or when further consultation or inspections are required. EXISTING STRUCTURE TEST HOLE LOCATION PLAN 4727 PIERCE STREET WHEAT RIDGE, COLORADO APPROX. __\ ADDITION BUILDING ENVELOPE I EXISTING 1 SINGLE-FAMILY RESIDENCE DRIVE I I EXISTING STRUCTURE I fI 30 15 Q 30 EXPLANATION SCALE: 1" = 30' 01-{-1 FOUNDATION DESIGN TEST HOLE Test holes are located using taping and map BUILDING LOCATIONS measurement. Locations should be considered ARE APPROXIMATE accurate only to the degree implied by the method used. ea -M& PROJECT5 1N0. COMPLETE ENGINEE]UNG SERVICES 1 I I I FIGURE 1 E- W E— W U W 0. TEST HOLE LOGS TH-1 0 —rr ^ � 312/12 5 — ;* 13/12 S—C 30.0% X20/12 10 — J S—C +0.5% 9 _ CA= _ 29/12 ] S—C 15 — +1.8% EXPLANATION: k,' SAND; medium to coarse grained, gravelly, med. dense, moist, brown, (SP). ® CLAYSTONE• blocky sandy, highly weathered at 6 ft. to 12 ft. depths, firm, moist, brown. a SANDSTONE; medium grained, well—sorted, hard, wet, orange—brown. 20 25 —r :-•.� 30/5 713/12 Indicates location of standard penetration S—C test. Indicates 13 blows with a 140 pound 0.0% hommer falling 30 inches were required to drive a 2.5" diameter sampler 12 inches. S—C indicates sample tested for swell— consolidation potential & percent swell (+) or consolidation (—). Indicates approximate location of boundary between lithologic units. Transition may be gradual. __2.. Indicates depth to water measured at given number of days after drilling. 9 Indicates depth at which hole was caved and wet = at given number of days after drilling. PROJECT N0. = 18-10775J COMPLETE ENGIIVEERING SERVICES FIGURE 2 3 I I1 6 0 k 1 2 F p 3 4 U 3 C1 6 0 K 1 2 F c 3 O 4 U SWELL -CONSOLIDATION TEST RESULTS MOISTURE CONTENT: 24.4% UNIT DRY WEIGHT: 98.2 pcf DESCRIPTION: Claystone, brn FROM: TH —1 AT 6 FEET NO CHANGE UNDER CONSTANTI PRESSURE DUE TO WETTING 0.1 1.0 10 100 APPLIED PRESSURE (ksf) MOISTURE CONTENT: 33.8% UNIT DRY WEIGHT: 87.7 pcf DESCRIPTION: Claystone, brn FROM: TH —1 AT 9 FEET ISTANT � SLL UNDER PRESSURE DUE TO WETTING 0.1 1.0 10 100 APPLIED PRESSURE (ksf) e� _ m PROJECT NO. " COMPLM ENGINEERWG SERVICES FIGURE 3 18-10775 3 5 2 t1f 1 0 K 1 2 F 0 3 4 U 0.1 3 2 iA 1 0 bt 1 2 t= 0 3 O 4 U SWELL- CONSOLIDATION TEST RESULTS MOISTURE CONTENT: 33.3% UNIT DRY WEIGHT: 87.3 pcf DESCRIPTION: Claystone, gry FROM: TH -1 AT 14 FEET SWELL UNDER CONSTANT PRESSURE DUE TO WETTING 1.0 10 APPLIED PRESSURE (ksf) MOISTURE CONTENT: UNIT DRY WEIGHT: DESCRIPTION: FROM: 0.1 1.0 10 APPLIED PRESSURE (ksfl _e� PROJECT N0. COMPLETE ENGWEERING SERVICES 18-10775 m 100 FlGURE 4 DRAIN SYSTEM DETAIL CONTINUOUS SPREAD FOOTING FOUNDATION FLOOR SYSTEM FOUNDATION WALL FOOTING + 5 MIL PLASTIC VAPOR BARRIER MIN. 6" THICK LAYER OF---\ 3/4" CRUSHED ROCK OR WASHED GRAVEL MINIMUM 8" CLEAN GRA (MINUS 3/4") i 45 DEG. MAXI FINAL GRADE COVER WITH +5 MILL PLASTIC AND DECORATIVE GRAVEL BACKFILL 7 3" DIAMETER PERFORATED PIPE MINIMUM SLOPE 1/8" PER FOOT. DISCHARGE TO SUMP WITH AUTOMATIC PUMP OR GRAVITY OUTFALL. emm-& PROJECT NO. 18-10775 COMPLETE ENGINEERING SERVICES FIGURE 5 1 10 BACKFILL 7 3" DIAMETER PERFORATED PIPE MINIMUM SLOPE 1/8" PER FOOT. DISCHARGE TO SUMP WITH AUTOMATIC PUMP OR GRAVITY OUTFALL. emm-& PROJECT NO. 18-10775 COMPLETE ENGINEERING SERVICES FIGURE 5 IMPROVEMENT LOCATION CERTIFICATE 4727 PIERCE ST, WHEAT RIDGE, CO 80033 THIS IS NOT A LAND SURVEY PLAT IMPROVEMENT LOCATION CERTIFICATE SURVEYOR'S CERTIFICATION I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR Natural Construction THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. THIS CERTIFICATE IS VALID ONLY FOR USE BY (Na EXEMPTIONS) AND DESCRIBES THE PARCEL'S APPEARANCE ON 1-24-18, 1 FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED RODNEY H. MAXWELL, COLORADO P.L.S 38083 O 0 40 80 NOTE: ALL PROPERTY LOT DIMENSIONS WERE FOUND ON PLAT AND NO OTHER DOCUMENTS WERE PROVIDED TO THE SURVEYOR. OWNERSHIP AND LOCATION OF FENCES NOT DETERMINED BY THE SURVEYOR. ILC BASED ON LINES OF OCCUPATION. NO BOUNDARY MONUMENTS RECOVERED, UNLESS NOTED. ALL MEASURED DISTANCES ARE APPROXIMATE. ADDRESS: 4727 PIERCE ST, WHEAT RIDGE, CO 80033 LEGAL: THE EAST 200' OF THE SOUTH 100' OF THE NORTH 200' OF BLOCK 26, COULEHAN GRANGE, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, COLORADO A PART OF BLOCK 26 5.0 3.5' 200' 4.1' 38.7' li GARAGE 4 N N 61.5' X 38.7' -= I 16.3' 'R 1 STORY m 6 7 m s ASPHALT DRIVE GRA V) I O FIR \f _ 4 p W O p U W CD 40.0' A PART OF BLOCK 26 Y' i 3 o IL - ZOO FOUND TAG A PART OF LS 16109 BLOCK 26 IMPROVEMENT LOCATION CERTIFICATE SURVEYOR'S CERTIFICATION I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR Natural Construction THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. THIS CERTIFICATE IS VALID ONLY FOR USE BY (Na EXEMPTIONS) AND DESCRIBES THE PARCEL'S APPEARANCE ON 1-24-18, 1 FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED RODNEY H. MAXWELL, COLORADO P.L.S 38083 O 0 40 80 NOTE: ALL PROPERTY LOT DIMENSIONS WERE FOUND ON PLAT AND NO OTHER DOCUMENTS WERE PROVIDED TO THE SURVEYOR. OWNERSHIP AND LOCATION OF FENCES NOT DETERMINED BY THE SURVEYOR. ILC BASED ON LINES OF OCCUPATION. NO BOUNDARY MONUMENTS RECOVERED, UNLESS NOTED. ALL MEASURED DISTANCES ARE APPROXIMATE. ADDRESS: 4727 PIERCE ST, WHEAT RIDGE, CO 80033 LEGAL: THE EAST 200' OF THE SOUTH 100' OF THE NORTH 200' OF BLOCK 26, COULEHAN GRANGE, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, COLORADO City of Whcat idgc CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 11—G - 17, Project Address: �] 2-1 1 eKcs- �A-i Name of Firm/Individual submitting documents: Ise: -t 1.�>,1 �k Project Type/Description: R,12 - -co -tA 4rnt�4 Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY 1, 2�1 / d , am a duly authorized representative of the agency indicated below aM do, by rp4 signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o West Metro Fire Protection o Wheat Ridge Sanitation District o Aryada Fire Protection o Clear Creek Sanitation District heat Ridge Water District o Fruitdale Sanitation District o Consolidated Mutual Water District o Westridge Sanitation District o Valley Water District o Denver Water o Other City of Wheat R�e 'qr CrIY OF WHEAT RIDGE BUILDFW AND INSPECTION SERVICES DIVISION 750O W 29th Ave Wheat Ridge, Co 80033-8001 p.303 -235.2855.f.303.237.8929 Proof of Submission for Permitting/Pian Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: il _( -18 E Project Address: 472-7 fi rnrcc,_ , Name of Firm/individual submitting documents- c )Ql n . 1-W C_ Project Type/Description: 1"o A--�p -i-tnn Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY 1. -F RA -r tr ✓E nr , am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o West Metro Fre Protection o Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water X Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Agency Notes: 6A5E SIFe 714, A-TiAtHe h✓A 4f&Ttz ?-���2 Signature: `i1/7If8 .000�"MARTIN/MARTIN CONSULTING ENGINEERS April 10, 2018 Sean Ilnicki Email: s.ilnicki@comcast.net Re: Wheat Ridge Sanitation District — 4727 Pierce St. — Proposed Addition Martin/Martin, Inc Project No.: 17.0633 Dear Mr. Ilnicki, On behalf of the Wheat Ridge Sanitation District (WRSD), Martin/Martin Inc., acting as the District Engineer, offers the following in response to the design plans received April loth, 2018 concerning a proposed addition for the property at 4727 Pierce St. The provided plan set shows a proposed recreational room. Please contact your water utility service provider to determine if your current water meter will meet the requirements of this proposed expansion. The following are general requirements for sanitary sewer service. Rules, Regulations and Standards of the District must be complied with at all times. The subject lot is entirely within the service and boundary area of the Wheat Ridge Sanitation District. Treatment of sewage generated within the Wheat Ridge Sanitation District is provided by Metro Wastewater Reclamation District. If the proposed addition requires a water meter upsizing, the District will need to review and approve plans prior to construction. If a water meter size increase takes place, the District must be informed immediately, and appropriate sanitary tap fees must be paid prior to acceptance. In addition, the District will require review to determine if an additional service connection is required. Please provide a letter from the water service provider with a determination of water meter size. Please be aware that these comments are based on continued use of the residence as a single-family residence. Please notify the District of any changes to this intended use. Any questions regarding this document, please contact us at (303) 431-6100. Sincerely, Bill Willis, PE Cc: Mike Bakarich — Wheat Ridge Sanitation District Manager Pam McKnight —Wheat Ridge Sanitation District Tim Flynn —Attorney, Collins Cockrel & Cole P.C. MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTIN MARTI N.COM City of Wheat id COMMUNITY DEVELOPMENTge Official Certification of Property Owner Permit THIS IS TO CERTIFY that I, the property owner, by my signature, attest that I currently reside at the project property, or intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers, or, if hiring sub -contractors, list them on the permit. Consultations and inspections will only be performed with the homeowner of record present at the project property. Property Owner(s): so—& -v\ �yi «k -k' Project Property: q -I 2-� "-V-C (- S_ Project Type: ASL -6^ 1 C o io State of Colorado } County of ss The foregoing instrument was acknowledged by me this ' day of / , 20 >,Y by ROBIN LEE EATON Notary Public Stats of Colorado Notary In # 20164034534 My Commission Ex ires 09-08-7020 My Commission Expires __!2_/_,L/20,0 Notary Public Uopm m4A8n8 topm poVM 10 Ao io r pedwd 'TACK 'REVENTION 'LY of Ridge Ion 4727 PIERCE ST. PROJECT N0.17-042 SCALE: 1/4" = 1'-0" ISSUED:11/15/07 PLUMBING PLAN Drawing Number X-100 J iV K;; Header Information Form RPER 1 15 Mar 09 Contractor: Hardcastle Mechanical Design Inc REQUIRED ATTACHMENTS ATTACHED Manual J1 Form (and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MJ1AE Form` (and supporting worksheets): Yes ❑ No ❑ OEM performance data (heating, cooling, blower): Yes ❑ No ❑ Building plan #: 17-042 Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address (Street or Lot#, Block, Subdivision): 4727 Pierce Street, AH HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building onctructbn Informafion Winter Design Conditions Building Outdoor temperature: 3 °F Orienttion: Building Front faces East~ Indoor temperature: 70 aF North, cast west south, Northeast Northwest Southeast, southwest Total heat loss: 12484 Btuh Number of bedrooms: Conditioned floor area: 736 ft' Summer Design Conditions Number of occupants: 3 Outdoor temperature: 95 `F Indoor temperature: 75 °F Windows kpsr Grains difference: -40 gr/Ib @50% RH Eave overhang depth: 1.5 ft Sensible heat gain: 8640 Btuh Internal shade: blinds Latent heat gain: 173 Btuh Blinds, drapes, etc. € t?k�`Pl"Y iti Afg3y. Total heat gain: 8813 Btuh Number of skylights: 0 HVAC EQUIPMENT• 41 Heating Equipment Data Cooling Equ#m ent Data Blower Data Equipment { pe: Furnace, Heal pump, Boiler, etc. Gas furnace E(kipment type: Split AC Heatingcfm: AirlConditioner, Heat pump, etc. 707 Model: Goodman Mfg. Cooling cfm: Model: Goodman Mfg. Static pressure: 600 0.70 in H2O GMS80403AXB GSX130181 E+CAUF3636D6D Fan's rated external static pressure for design Heating output capacity: 2000 . Btuh Total cooling capacity: p Btuh airflow Heat pumps - capacity at winter design ou oor conditions Sensible cooling capacity: 0 Btuh Aux. heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION•1 Design airflow: 707 cfm Longest supply duct: 208 ft Duct Materials Used Equipment design ESP: 0,70 in H2O Longest return duct: 72 ft Trunk duct: Sheet metal Total device pressure losses: _0.5 in H2O Total effective length (TEL): 280 ft Available static pressure (ASP): 0.19 in H2O Friction rate: 0,(188 in/100ft Branch duct: Round flex vinyl Friction Rate =ASP +(T 0. x'1'00) y Contractor's printed name: Contractor's signature: Date: *Home qualifies for MJ1AE Form based on Abridged Edition Checklist Right -Suite@ Universal 2018 18.0.11 RSU18166 Static Pressure and Friction Rate Job: wrightsoft, AH Date: Mar 01, 2018 By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.Gom Project Information For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Available Static Pressure Total Effective Length Heating Cooling (in H2O) (in H2O) External static pressure 0.70 0.70 Pressure losses 6 0 Coil 0.23 0.22' Heatexchanger 0 0 Supply diffusers 0.03 0.0; Return grilles 0.03 0.01: Filter 0.22 0.21e Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.19 0.19 Total Effective Length Supply Ducts Return Ducts Friction Rate Heating (in/100ft) 0.068 OK 0.068 OK Cooling (in/100ft) 0.068 OK 0.068 OK Fitting Equivalent Length Details Supply 4G=80, 2A0=35, 11G=5, 2A1=45, 1P=20: TotalEL=185 Return 6M=20, 5D=40, 11 G=5: TotalEL=65 - wrightsof -' 2018 -Mar -0801:04:26 .,- Right-Suite®Universal 2018 18.0.11 RSU18166 Page 1 }�� CaUsers\Neumann\Desktop14727 Pierce Street.rup Calc = MJ8 Building Front faces: E Supply Return (ft) (ft) Measured length of run -out 17 7 Measured length of trunk 6 0 Equivalent length of fittings 185 65 Total length 208 72 Total effective length 280 Supply Ducts Return Ducts Friction Rate Heating (in/100ft) 0.068 OK 0.068 OK Cooling (in/100ft) 0.068 OK 0.068 OK Fitting Equivalent Length Details Supply 4G=80, 2A0=35, 11G=5, 2A1=45, 1P=20: TotalEL=185 Return 6M=20, 5D=40, 11 G=5: TotalEL=65 - wrightsof -' 2018 -Mar -0801:04:26 .,- Right-Suite®Universal 2018 18.0.11 RSU18166 Page 1 }�� CaUsers\Neumann\Desktop14727 Pierce Street.rup Calc = MJ8 Building Front faces: E Duct System Summary Job: ��� Date: Mar 01, 2018 AH By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com F ------ Project Information For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0. 70 in H2O 0.51 in H2O 0.19 in H2O 0.141 / 0.049 in H2O 0.068 in/100ft 707 cfm 280 ft Cooling 0.70 in H2O 0.51 in H2O 0.19 in H2O 0.141 / 0.049 in H2O 0.068 in/100ft 600 cfm Supply Branch Detail Table Name Design (Btuh) Htg (cfm) Clg (cfm) Design FR Diam (in) H x W (in) Duct Mall Actual Ln (ft) Ftg.Egv Ln (ft) Trunk CLO h 507 29 10 0.081 4.0 Ox 0 VIFx 18.1 155.0 stl GUEST h 1216 69 56 0.089 4.0 Ox 0 VIFx 18.1 140.0 st2 GUEST -A h 1216 69 56 0.079 4.0 Ox 0 VIFx 18.3 160.0 st2 HALL c 736 30 51 0.090 4.0 Ox 0 VIFx 12.2 145.0 st2A LAUN c 876 3 61 0.081 4.0 Ox 0 VIFx 8.1 165.0 stl MASTER h 1573 89 81 0.068 5.0 Ox 0 VIFx 22.6 185.0 stl MASTER -A h 1573 89 81 0.085 5.0 Ox 0 VIFx 20.7 145.0 stl MBATH h 2195 124 83 0.068 5.0 Oxo VIFx 11.8 195.0 st1A MCLO h 758 43 18 0.093 4.0 Ox 0 VIFx 7.0 145.0 stl UPBATH h 474 27 11 0.083 4.0 Ox 0 VIFx 4.0 165.0 st2 UPSTAIRS h 1192 67 46 0.086 4.0 Ox 0 VIFx 13.4 150.0 st2 UPSTAIRS -A h 1192 67 46 0.086 4.0 0x0 VIFx 13.2 150.0 st2A Supply Trunk Detail Table Bold/italic values have been manually overridden w rig htsaf 2018 -Mar -08 01:04:26 Rig ht -Su ite®Universa12018 18.0.11 RSU18166 Page 1 ✓ C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1A Peak AVF 124 83 0.068 912 5.0 0 x 0 ShtMetl stl stl Peak AVF 378 335 0.068 849 10.3 8 x 8 ShtMetl st2 Peak AVF 329 265 0.079 741 9.5 8 x 8 ShtMetl st2A Peak AVF 97 97 0.086 713 5.0 0 x 0 ShtMetl st2 Bold/italic values have been manually overridden w rig htsaf 2018 -Mar -08 01:04:26 Rig ht -Su ite®Universa12018 18.0.11 RSU18166 Page 1 ✓ C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E Return Branch Detail Table Weir, aloft 2018 -Mar -0801:04:26 '�.r Right -Suite@ Universal 2018 18.0.11 RSU18166 Page �s C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (Cfm) (Cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb2 14x 13 403 373 71.7 0.068 514 12.0 Ox 0 VIFx rb3 12x 12 303 227 72.3 0.068 556 10.0 Ox 0 VIFx Weir, aloft 2018 -Mar -0801:04:26 '�.r Right -Suite@ Universal 2018 18.0.11 RSU18166 Page �s C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E BASEMENT Job #: Performed by David Hardcastle for: Cormack McCoy 4727 Pierce Street Wheat Ridge, CO 80033 macsmaintenance@comcast.net Hardcastle Mechanical Design Inc 446 Elm ave Brighton, Co 80601 Phone: 720 404 7425 davidhc002@gmail.com Scale: 1 : 113 Page 1 RightSuite@ Universal 2018 18.0.11 RSU18166 2018 -Mar -08 01:04:57 ...n\Desktop\4727 Pierce Street.rup MAIN Job #: Performed by David Hardcastle for: Cormack McCoy 4727 Pierce Street Wheat Ridge, CO 80033 macsmaintenance@comcast.net Hardcastle Mechanical Design Inc 446 Elm ave Brighton, Co 80601 Phone: 720 404 7425 davidhc002@gmaii.com Scale: 1 : 113 Page 2 Ri ghtSui te@ Universal 2018 18.0.11 RSU18166 2018 -Mar -08 01:04:57 ...n\Desktop\4727 Pierce Street.rup UPPER arm (] IRS UPBATH MCLO MBATH 43 cf 124 cfm 4- 8 4^ 2 51 cfm LL 4 403 4 ^ 61 fm LAU 4 MASTER 69cfAUES q^ 9 Lil 9 cfm 29 c cfm Job #: Performed by David Hardcastle for: Cormack McCoy 4727 Pierce Street Wheat Ridge, CO 80033 macsmaintenance@comcast.net cfrn Hardcastle Mechanical Design Inc 446 Elm ave Brighton, Co 80601 Phone: 720 404 7425 davidhc002@gmail.com Scale: 1 : 113 Page 3 Ri g htSui te@ Universal 2018 18.0.11 RSU18166 2018 -Mar -08 01:04:57 ...n\Desktop\4727 Pierce Street.rup .. wrightsoft- Load Short Form AH Hardcastle Mechanical Design Inc 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Project Information For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Job: Date: Mar 01, 2018 By: David Hardcastle Plan: 17-042 ROOM NAME Area (ftz) Design Information Htg AVF (cfm) Clg AVF (cfm) Htg Clg Infiltration 2345 Outside db (°F) 3 95 Method Simplified Inside db (°F) 70 75 Construction quality Semi -tight Design TD (*F) 67 20 Fireplaces 2 (Average) Daily range - H 43 18 Inside humidity (%) 50 50 1197 124 Moisture difference (gr/Ib) 60 40 507 145 HEATING EQUIPMENT 10 COOLING EQUIPMENT Make Goodman Mfg. 61 876 Make Goodman Mfg. 61 Trade GOODMAN MANUFACTURING CO., LP. Trade GOODMAN; JANITROL; AMANA DISTI... Model GMS80403AXB 138 111 Cond GSX130181 E AC AHRI ref 5012546 �n� Coil CAUF3636D613 AHRI ref 9923161 Efficiency 80 AFUE Efficiency 11.5 EER, 14 SEER Heating input 40000 Btuh Sensible cooling 14400 Btuh Heating output 32000 Btuh Latent cooling 3600 Btuh Temperature rise 50 'F Total cooling 18000 Btuh Actual air flow 707 cfm Actual air flow 600 cfm Air flow factor 0.057 cfm/Btuh Air flow factor 0.069 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.98 ROOM NAME Area (ftz) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) MASTER 190 3147 2345 178 163 UPSTAIRS 80 2384 1312 135 91 U PBATH 50 474 163 27 11 MCLO 80 758 261 43 18 MBATH 121 2195 1197 124 83 CLO 30 507 145 29 10 LAUN 30 61 876 3 61 GUEST 110 2433 1604 138 111 t-IAI I AC c11e �n� JGV IOU au 01 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �-�.� _�� Right -Suite® Universal 2018 18.0.11 RSU18166 + C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E 2018 -Mar -08 01:04:26 Page 1 AH d 736 12484 8640 707 600 Other equip loads 0 0 Equip. @ 1.00 RSM 8640 Latent cooling 173 Tr1TAl C I �eC I wnAnA i nnwn I I !JU 1LY04 001.3 lut 600 Hold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsoft` K. Right-SuiteV Universal 2018 18.0.11 RSU18166 " C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E 2018 -Mar -08 01:04:26 Page 2 Component Constructions Job: Wright54� Date: Mall -01,2018 AH By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Project• • For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Construction descriptions Email: macsmaintenance@comcast.net Area U -value Instill R Htg HTM Loss Clg HTM Gain Design Conditions ft-"F/Btuh Btih/W Location: Bbih/W Btuh Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature ("F) 70 75 Elevation: 5285 ft n 198 Design TD (°F) 67 20 Latitude: 40'N 1.07 211 Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (°F) 3 95 Infiltration: 21.0 4.34 Dailyrange (°F) - 27 ( H ) Method Simplified 137 Wet bulb ('F) - 60 Construction quality Semi -tight 146 Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) 4.34 Construction descriptions Or Area U -value Instill R Htg HTM Loss Clg HTM Gain ft BWhlFe-°F ft-"F/Btuh Btih/W Btuh Bbih/W Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 198 0.065 21.0 4.34 859 1.07 211 board int fish, 2"x6" wood frm, 16" o.c. stud e 137 0.065 21.0 4.34 594 1.07 146 S 190 0.065 21.0 4.34 825 1.07 203 w 137 0.065 21.0 4.34 594 1.07 146 all 663 0.065 21.0 4.34 2873 1.07 706 Partitions (none) Windows U- 2015: 2 glazing, cir outr, argon gas, vnl frm mat, cir low -e innr, 1/2" w 24 0.320 0 21.3 512 28.4 681 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (4 ft window ht, 1 ft sep.); 6.67 ft head ht U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, cir low -e innr, 1/2" n 26 0.320 0 21.3 551 9.93 257 gap, 1/4" thk; 50% blinds 45", medium; 50% outdoor insect screen; 1.5 ft overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht U- 2015: 2 glazing, cir outr, argon gas, vnl frm mat, clr low -e innr, 1/2" e 24 0.320 0 21.3 512 27.3 655 gap, 1/4" thk; 50% blinds 45", medium; 50% outdoor insect screen; 1.5 ft overhang (2 ft window ht, 1 ft sep.); 6.67 ft head ht U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" s 34 0.320 0 21.3 717 12.6 423 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 It overhang (5.6 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings 168-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 736 0.020 50.0 1.33 982 1.02 752 gypsum board int fnsh Bold/italic values have been manually overridden wrightsof - 2018 -Mar -08 01:04:26 Right-Suite®Universal 2018 18.0.11 RSU18166 Page 1 C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E Floors (none) Bold/italic values have been manually overridden ""— "" ' I Right -Suite® Universal 2018 18.0.11 RSU18166 AC C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E 2018 -Mar -08 01:04:26 Page 2 .{ ,fit.tsoftComponent Constructions wr! h- Job: Date: Mar 01, 2018 BSTAI RS By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com Project• • For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain tN Bt MIW--"F fP-"F/Bhfi Btuh/W Btuh Bhb/f2 Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21A -32c: Bg floor, light dry soil, 8' depth, carpet fir fish 21 0.020 Sold/italic values have been manually overridden 1.33 28 �► WR't$htsa t - 2018 -Mar -08 01:04:26 Right -Suite@ U niversal 2018 18.0.11 RSU18166 Page C:\Users\Neumann0esktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40'N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (T) 3 95 Infiltration: Dailyrange (°F) - 27 ( H ) Method Simplified Wet bulb ('F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain tN Bt MIW--"F fP-"F/Bhfi Btuh/W Btuh Bhb/f2 Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21A -32c: Bg floor, light dry soil, 8' depth, carpet fir fish 21 0.020 Sold/italic values have been manually overridden 1.33 28 �► WR't$htsa t - 2018 -Mar -08 01:04:26 Right -Suite@ U niversal 2018 18.0.11 RSU18166 Page C:\Users\Neumann0esktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E Component Constructions Job: �M%:�: �'1�SiQ Date: Mar 01, 2018 CRAWLSPACE By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com Project Information For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Construction descriptions Design C• • • U -value Insul R Location: Loss Clg HTM Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Btuhfitk*F Indoor temperature (T) 70 75 Elevation: 5285 ft Walls Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (°F) 3 95 Infiltration: s 84 Dailyrange ('F) - 27 ( H ) Method Simplified 22 Wet bulb (°F) - 60 Construction quality Semi -tight 15.0 Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) all Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuhfitk*F ft'-°FBWh Bthffe Btuh BhhAN Btuh Walls 15615-0wc-4: Bg wall, light dry soil, 2"x4" wood int frm, concrete wall, n 84 0.057 15.0 4.32 363 0.26 22 r-15 cav ins, 8" thk s 84 0.057 15.0 4.32 363 0.26 22 w 92 0.057 15.0 4.32 397 0.26 24 all 260 0.057 15.0 4.32 1123 0.26 67 Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21 A -32c: Bg floor, light dry soil, 8' depth, carpet flr fnsh 471 0.020 Bold/italic values have been manually overridden 1.33 628 wright84f[ 2018 -Mar -08 01:04:26 Right-Suite®Universal 201818.0.11 RSU18166 Ak Page4 C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E Vit,,}..oftComponent Constructions Job: wry ! ts- Date: Mar 01, 2018 BATH By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com ! • • For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Bbdi/R? °F R'-°FBtuh Btuh/W Btuh Btuh/fl' Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 37 0.065 21.0 4.34 160 1.07 board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n 8 0.320 0 21.3 171 9.93 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (4 it window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 45 0.020 50.0 1.33 60 1.02 gypsum board int fnsh Floors (none) 39 79 46 Bold/italic values have been manually overridden yyrr}gy>�ggfa ,�- .. _ . Right-Suite®Universal 2018 18.0.11 RSU18166 2018 -Mar -08 01:04:26 Page 5 -#CC4'% C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (T) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (°F) 3 95 Infiltration: Dailyrange (T) - 27 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Bbdi/R? °F R'-°FBtuh Btuh/W Btuh Btuh/fl' Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 37 0.065 21.0 4.34 160 1.07 board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n 8 0.320 0 21.3 171 9.93 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (4 it window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 45 0.020 50.0 1.33 60 1.02 gypsum board int fnsh Floors (none) 39 79 46 Bold/italic values have been manually overridden yyrr}gy>�ggfa ,�- .. _ . Right-Suite®Universal 2018 18.0.11 RSU18166 2018 -Mar -08 01:04:26 Page 5 -#CC4'% C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E - wrightsoft Component Constructions Date: Mar 01, 2018 MSTAIRS By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com Project• • For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Construction descriptions or Area U -value ft' Bhiilft'--"F Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 72 0.065 board int fish, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 15 0.020 gypsum board int fish Floors (none) Bold/italic values have been manually overridden Insul R Design C• • • Gain ft'-'F/Bhih Location: Btuh BhhIIR Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US 77 Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 27 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions or Area U -value ft' Bhiilft'--"F Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 72 0.065 board int fish, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 15 0.020 gypsum board int fish Floors (none) Bold/italic values have been manually overridden Insul R Htg HTM Loss Clg HTM Gain ft'-'F/Bhih BtuhHF Btuh BhhIIR Btuh 21.0 4.34 312 1.07 77 50.0 1.33 20 1.02 15 wright soft, 2018 -Mar -08 01:04:26 Rig ht -Su ite®Universal201818.0.11 RSU18166 Page C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E ..}.. 9 Component Constructions Job: wry htsoft Date: Mar 01, 2018 EXISTINGBATH By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com mm;jw,ect intormation For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' BhliAt' °F ft'-°FBtuh Btuh/W Btuh BluhAl' Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 57 0.065 21.0 4.34 247 1.07 board int fish, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, cir low -e innr, 1/2" n 6 0.320 0 21.3 128 9.93 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 It overhang (3 ft window ht, 1 ft sep.); 6.67 It head ht Doors (none) Ceilings (none) Floors (none) Bold/italic values have been manually overridden 61 60 -* sarrightsoft# 2018 -Mar -08 01:04:26 Agtt .- Right -Suite@ Universal 2018 18.0.11 RSU18166 Page 7 A=K C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (T) 67 20 Latitude: 40'N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 27 ( H ) Method Simplified Wet bulb ('F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' BhliAt' °F ft'-°FBtuh Btuh/W Btuh BluhAl' Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 57 0.065 21.0 4.34 247 1.07 board int fish, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, cir low -e innr, 1/2" n 6 0.320 0 21.3 128 9.93 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 It overhang (3 ft window ht, 1 ft sep.); 6.67 It head ht Doors (none) Ceilings (none) Floors (none) Bold/italic values have been manually overridden 61 60 -* sarrightsoft# 2018 -Mar -08 01:04:26 Agtt .- Right -Suite@ Universal 2018 18.0.11 RSU18166 Page 7 A=K C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E 9 Component Constructions Job: wri htsoft Date: Mar 01, 2018 PAN By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Project Information For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Construction descriptions Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) Or Area U -value ft BhjhtW-°F Bold/italic values have been manually overridden Insul R Htg HTM Loss Clg HTM Gain ft'-"FlBtuh Btuh/ft Btuh Btuh/W Btuh -> wri®htsdf - 2018 -Mar -08 01:04:26 ._ Right -Suite® Universal 2018 18.0.11 RSU18166 Page "M C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (T) 70 75 Elevation: 5285 ft Design TD (T) 67 20 Latitude: 40°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 27 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) Or Area U -value ft BhjhtW-°F Bold/italic values have been manually overridden Insul R Htg HTM Loss Clg HTM Gain ft'-"FlBtuh Btuh/ft Btuh Btuh/W Btuh -> wri®htsdf - 2018 -Mar -08 01:04:26 ._ Right -Suite® Universal 2018 18.0.11 RSU18166 Page "M C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E Component Constructions Job: weig 'ltsoft Date: Mar 01, 2018 MUDRM By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Project• • For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Construction descriptions Or Area U -value Insul R Design Conditions Gain Location: re Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US BhjhlW Indoor temperature (°F) 70 75 Elevation: 5285 It Design TD (T) 67 20 Latitude: 40'N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (°F) 3 95 Infiltration: 62 0.065 Dailyrange (T) - 27 ( H ) Method Simplified 66 Wet bulb (°F) - 60 Construction quality Semi -tight 21.0 Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain re Bb1hffe--"F tl'-°FBbdi Bbih(ft Btuh BhjhlW Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum a 24 0.065 21.0 4.34 104 1.07 26 board int fnsh, 2"x6" wood frm, 16" o.c. stud s 62 0.065 21.0 4.34 267 1.07 66 w 45 0.065 21.0 4.34 195 1.07 48 all 131 0.065 21.0 4.34 567 1.07 139 Partitions (none) Windows J- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, cir low -e innr, 1/2" s 10 0.320 0 21.3 221 11.4 118 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 It overhang (4 ft window ht, 1 ft sep.); 6.67 It head ht 1OA-rtz 1 glazing, clr glz, rn;l no brk frm mat, 1/8" thk; 50% blinds 45°, a 21 1.670 0 111 2339 47.4 996 medium; 50% outdoor insect screen; 1.5 ft overhang (7 ft window ht, 1 ft sep.); 6.67 It head ht Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 40 0.020 50.0 1.33 53 1.02 41 gypsum board int fnsh Floors 19A-Obstp: Part floor, the fir fnsh, frm fir, 12" thkns, 1/2" gypsum board 40 0.368 0 7.99 319 2.37 95 int fnsh Bold/italic values have been manually overridden Wrilg `ift—s.0 tg 2018 -Mar -0801:04:26 "► Right -Suite® Universal 2018 18.0.11 RSU18166 AC Page 9 C:Wsers\Neumann%DesktopW727 Pierce Street.rup Calc = MJ8 Building Front faces: E 9 Component Constructions Job: wr7 htso L Date: Mar 01, 2018 EXISTINGBASEMENT By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Project Information For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Construction descriptions Or Area U -value Insul R Design Conditions Gain Location: tt' Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US BNhV Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (°F) 3 95 Infiltration: 161 0.053 Dailyrange (°F) - 27 ( H ) Method Simplified 25 Wet bulb (°F) - 60 Construction quality Semi -tight 13.0 Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain tt' Bhhffl2--"F ft°-°FBhAi BtuhlW Btuh BNhV Btuh Walls 15B13-0wc-6: Bg wall, light dry soil, 2"x4" wood int frm, concrete wall, n 273 0.053 13.0 3.92 1069 0.16 42 r-13 cav ins, 8" thk, 1/2" gypsum board int fnsh a 161 0.053 13.0 3.92 631 0.16 25 s 273 0.053 13.0 3.92 1069 0.16 42 all 707 0.053 13.0 3.92 2769 0.16 110 Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21 A -32c: Bg floor, light dry soil, 8' depth, carpet fir fish 888 0.020 0 1.33 1185 Bold/italic values have been manually overridden W rill! tsi oft 2018 -Mar -08 01:04:26 Right -Suite® Universal 2018 18.0.11 RSU18166 Page 10 +ti ^ C:\Users\Neumann\DesktopW727 Pierce Street.rup Calc = MA Building Front faces: E .}wt'I I f�.�rCi! i 9 Component Constructions Job: Date: Mar 01, 2018 DINING By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Project • • For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Construction descriptions or Area U -value ft' BMge--"F Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 81 0.065 board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows U- 2015: 2 glazing, Gr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n 9 0.320 gap, 1/4" thk; 50% blinds 45", medium; 50% outdoor insect screen; 1.5 ft overhang (3 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings (none) Floors (none) Sold/italic values have been manually overridden Insul R Design Conditions Gain ft'-'F/Btuh Location: Btuh BtuhNP Indoor: Heating Cooling Denver Stapleton Int'i AP, CO, US 86 Indoor temperature (T) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (°F) 3 95 Infiltration: Daily range (°F) - 27 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions or Area U -value ft' BMge--"F Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 81 0.065 board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows U- 2015: 2 glazing, Gr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n 9 0.320 gap, 1/4" thk; 50% blinds 45", medium; 50% outdoor insect screen; 1.5 ft overhang (3 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings (none) Floors (none) Sold/italic values have been manually overridden Insul R Htg HTM Loss Cig HTM Gain ft'-'F/Btuh Btuh/ft' Btuh BtuhNP Btuh 21.0 4.34 351 1.07 86 21.3 192 9.93 89 + - wrightsof - 2018 -Mar -08 01:04:26 Right -Suite® Universal 2018 18.0.11 RSU18166 Page 11 ACO�k C:1Users\NeumannlDesktop14727 Pierce Street.rup Calc = MJ8 Building Front faces: E wrightsoft Component Constructions LIVING Hardcastle Mechanical Design Inc 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Job: Date: Mar 01, 2018 By: David Hardcastle Plan: 17-042 Area Project Information Insul R Htg HTM For: Cormack McCoy, Macs Maintenance 21.3 98 ft 4727 Pierce Street, Wheat Ridge, CO 80033 ft'-"FtBhti Btuh/W Btuh Email: macsmaintenance@comcast.net Btuh Walls 5 0.320 Design Conditions 21.3 98 Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Drybulb (°F) 3 95 Infiltration: 17 Dailyrange ("F) - 27 (H ) Method Simplified 21.0 Wet bulb (°F) - 60 Construction quality Semi -tight 123 Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) 0.065 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain 21.3 98 ft BA9ilR'-"F ft'-"FtBhti Btuh/W Btuh Btuh/W Btuh Walls 5 0.320 0 21.3 98 22.6 104 49 0.320 0 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum a 85 0.065 21.0 4.34 369 1.07 91 board int fish, 2"x6" wood frm, 16" o.c. stud se 16 0.065 21.0 4.34 67 1.07 17 s 115 0.065 21.0 4.34 499 1.07 123 sw 16 0.065 21.0 4.34 67 1.07 17 all 231 0.065 21.0 4.34 1002 1.07 246 Partitions (none) Windows U- 2015: 2 glazing, cir outr, argon gas, vnl frm mat, dr low -e innr, 1/2" e gap, 1/4" thk; 50% blinds 45% medium; 50% outdoor insect screen; 1.5 se ft overhang (5 ft window ht, 1 it sep.); 6.67 it head ht s sw all 1OA-rn: 1 glazing, clr giz, ntl no brk frm mat, 1/8" thk; 50% blinds 45°, e medium; 50% outdoor insect screen; 1.5 ft overhang (7 It window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" gypsum board int fish Floors 19A-Obswp: Part floor, hrd wd flr fnsh, frm flr, 12" thkns, 1/2" gypsum board int fnsh 20 0.320 0 21.3 427 28.6 571 5 0.320 0 21.3 98 22.6 104 20 0.320 0 21.3 427 12.2 245 5 0.320 0 21.3 98 22.6 104 49 0.320 0 21.3 1049 20.8 1024 21 1.670 0 111 2339 47.4 996 94 0.020 50.0 1.33 125 1.02 96 10 0.295 0 7.39 74 2.19 22 Bold/italic values have been manually overridden - - wriglht soft- 2018 -Mar -08 01:04:26 ''►- Right -Suite® Universal 2018 18.0.11 RSU18166 Page 12 �^ CAUserslNeumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E Component Constructions Job: Wrlghtsoft` Date: Mar 01, 2018 KITCHEN By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com magcoji 2 e ct intormation For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Construction descriptions Or Area U -value Insul R Htg HTM Loss CIg HTM Gain ft' Btuh/W--°F fP-"F/BhAr Btuh/I!= Btuh Btuh/ft= Btuh Walls 12F-Osw: Firm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum s 108 0.065 21.0 4.34 468 1.07 115 board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vni frm mat, dr low -e innr, 1/2" s 9 0.320 0 21.3 192 10.1 91 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (3 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings (none) Floors (none) Bold/italic values have been manually overridden yyr;ghtl saf, 2018 -Mar -08 01:04:26 n RightSuite® Universal 2018 18.0.11 RSU18166 Page 13 C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MA Building Front faces: E Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40'N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (°F) 3 95 Infiltration: Dailyrange ("F) - 27 ( H ) Method Simplified Wetbulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss CIg HTM Gain ft' Btuh/W--°F fP-"F/BhAr Btuh/I!= Btuh Btuh/ft= Btuh Walls 12F-Osw: Firm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum s 108 0.065 21.0 4.34 468 1.07 115 board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vni frm mat, dr low -e innr, 1/2" s 9 0.320 0 21.3 192 10.1 91 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (3 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings (none) Floors (none) Bold/italic values have been manually overridden yyr;ghtl saf, 2018 -Mar -08 01:04:26 n RightSuite® Universal 2018 18.0.11 RSU18166 Page 13 C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MA Building Front faces: E {ii%iri �► 9 Component Constructions Job: Date: Mar 01, 2018 RECROOM By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com -.-ject intormation For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Construction descriptions Email: macsmaintenance@comcast.net Area U -value Insul R Htg HTM Design C• • • Location: Btlih/@'--°F ftt-'F[Btuh Indoor: Heating Cooling Denver Stapleton Intl AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N 0.065 21.0 Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Drybulb (°F) 3 95 Infiltration: w Dailyrange (°F) - 27 ( H ) Method Simplified 1.07 Wet bulb (°F) - 60 Construction quality Semi -tight 21.0 Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btlih/@'--°F ftt-'F[Btuh Bhihifl' Btuh BbhNf' Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 153 0.065 21.0 4.34 663 1.07 163 board int fnsh, 2"x6" wood frm, 16" o.c. stud s 88 0.065 21.0 4.34 382 1.07 94 w 117 0.065 21.0 4.34 507 1.07 125 all 358 0.065 21.0 4.34 1552 1.07 382 Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" s 16 0.320 0 21.3 342 9.93 159 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (2 It window ht, 1 ft sep.); 6.67 it head ht 4A4-2ovd: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" s 64 0.470 0 31.3 2006 18.1 1159 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" s 30 0.320 0 21.3 640 9.93 298 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (6 It window ht, 1 ft sep.); 6.67 It head ht w 90 0.320 0 21.3 1921 28.7 2583 all 120 0.320 0 21.3 2561 24.0 2881 Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 veil ins, 1/2" 446 0.020 50.0 1.33 595 1.02 456 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden J. Wrtgh t'SOft` 2018 Mar -08 01:0426 .. - RightSuite® Universal 2018 18.0.11 RSU18166 Page 14 C:\Users\NeumannlDesktop\4727 Pierce Street.rup Calc = MJB Building Front faces: E .}. wrightsoft Component Constructions Date: Mar 01, 2018 OFFICE By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhcD02@gmaii.com Project• • For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Construction descriptions Design Conditions U -value Insul R Location: Loss Clg HTM Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Bhhlfl'--°F Indoor temperature (°F) 70 75 Elevation: 5285 ft Walls Design TD (°F) 67 20 Latitude: 40'N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (°F) 3 95 Infiltration: a 61 Daily range (°F) - 27 (H ) Method Simplified 65 Wet bulb (°F) - 60 Construction quality Semi -tight 21.0 Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain R' Bhhlfl'--°F fF-"FBue, B UNT Btuh Bhh/fe Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 105 0.065 21.0 4.34 455 1.07 112 board int fnsh, 2"x6" wood frm, 16" o.c. stud a 61 0.065 21.0 4.34 264 1.07 65 all 166 0.065 21.0 4.34 720 1.07 177 Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n 12 0.320 0 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (4 It window ht, 1 ft sep.); 6.67 ft head ht U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" a 20 0.320 0 gap, 1/4" thk; 50% blinds 45', medium; 50% outdoor insect screen; 1.5 ft overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 54 0.020 50.0 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden 21.3 256 9.93 119 21.3 427 28.6 571 1.33 72 1.02 55 - wrlghtsofft` 2018 -Mar -08 01:04:26 Rig ht -Su ite® Universal 2018 18.0. 11 RSU18166 Page 15 C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E Component Constructions Job: wrlightsoft` Date: Mar 01, 2018 UPSTAIRS By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com mifiWiect intormation For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast-net Construction descriptions Or Area U -value Insul R Htg HTM Loss C•g HTM Gain ft' Btuhlft'--'F ft'-"F/Bhdt Btuh/ft' Btuh Btuh/ft' Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n board int fnsh, 2"x6" wood frm, 16" o.c. stud w all Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" w gap, 1/4" thk; 50% blinds 45', medium; 50% outdoor insect screen; 1.5 ft overhang (4 ft window ht, 1 ft sep.); 6.67 ft head ht U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n gap, 1/4" thk; 50% blinds 45", medium; 50% outdoor insect screen; 1.5 ft overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" gypsum board int fnsh Floors (none) 30 0.065 62 0.065 92 0.065 8 0.320 21.0 4.34 131 1.07 32 21.0 4.34 269 1.07 66 21.0 4.34 400 1.07 98 0 21.3 26 0.320 0 21.3 80 0.020 50.0 1.33 171 28.4 227 551 9.93 257 107 1.02 82 Bold/italic values have been manually overridden wrig}•tSo} 2018 -Mar -08 01:04:26 Right-Suite®Universal 201818.0.11 RSU18166 Page 16 +�' •� C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40'N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 27 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss C•g HTM Gain ft' Btuhlft'--'F ft'-"F/Bhdt Btuh/ft' Btuh Btuh/ft' Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n board int fnsh, 2"x6" wood frm, 16" o.c. stud w all Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" w gap, 1/4" thk; 50% blinds 45', medium; 50% outdoor insect screen; 1.5 ft overhang (4 ft window ht, 1 ft sep.); 6.67 ft head ht U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n gap, 1/4" thk; 50% blinds 45", medium; 50% outdoor insect screen; 1.5 ft overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" gypsum board int fnsh Floors (none) 30 0.065 62 0.065 92 0.065 8 0.320 21.0 4.34 131 1.07 32 21.0 4.34 269 1.07 66 21.0 4.34 400 1.07 98 0 21.3 26 0.320 0 21.3 80 0.020 50.0 1.33 171 28.4 227 551 9.93 257 107 1.02 82 Bold/italic values have been manually overridden wrig}•tSo} 2018 -Mar -08 01:04:26 Right-Suite®Universal 201818.0.11 RSU18166 Page 16 +�' •� C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E .�. wrightsott° Component Constructions Dae: Mar 01, 2018 UPBATH By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Project Information For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast-net Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (T) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 27 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ftBtuh/fV-°F ft'-'F/Btuh BhhAt' Btuh Btuh/ft' Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 35 0.065 21.0 4.34 152 1.07 board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 veil ins, 1/2" 50 0.020 50.0 1.33 67 1.02 gypsum board int fish Floors (none) Bold/italic values have been manually overridden 37 51 wrightso ff= 2018 -Mar -08 01:04:26 ►"-... Right -Suite® Universal 2018 18.0.11 RSU18166 Page 17 C:1Users\NeumannlDesktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E Component Constructions Job: wrightsot Date: Mar 01, 2018 MCLO By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com oject intormation For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Location: Denver Stapleton Int'I AP, CO, US Elevation: 5285 ft Latitude: 40°N Outdoor: Heating Dry bulb (°F) 3 Dailyrange (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Construction descriptions Or Area 11.1 -value Insul R Htg HTM Loss Clg HTM Gain ftBbhtt'-°F ft'-"F/Bhdi Btuh/W Btuh BtuhRt' Btut Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 56 0.065 21.0 board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 112" 80 0.020 50.0 gypsum board int fnsh Floors (none) 4.34 243 1.07 60 1.33 107 1.02 82 Bold/italic values have been manually overridden Wright sof! 2018 -Mar -08 01:04:26 '�- .., .- . Right-Sufte®Universal 2018 18.0. 11 RSU18166 Page 18 C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MA Building Front faces: E Indoor: Heating Cooling Indoor temperature (*F) 70 75 Design TD (°F) 67 20 Relative humidity (%) 50 50 Cooling Moisture difference (gr/Ib) 60.4 -39.8 95 Infiltration: 27 (H ) Method Simplified 60 Construction quality Semi -tight 7.5 Fireplaces 2 (Average) Construction descriptions Or Area 11.1 -value Insul R Htg HTM Loss Clg HTM Gain ftBbhtt'-°F ft'-"F/Bhdi Btuh/W Btuh BtuhRt' Btut Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 56 0.065 21.0 board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 112" 80 0.020 50.0 gypsum board int fnsh Floors (none) 4.34 243 1.07 60 1.33 107 1.02 82 Bold/italic values have been manually overridden Wright sof! 2018 -Mar -08 01:04:26 '�- .., .- . Right-Sufte®Universal 2018 18.0. 11 RSU18166 Page 18 C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MA Building Front faces: E wrif 4hr(1 R Component Constructions Job: Date: Mar 01, 2018 U -value MBATH Htg HTM Loss Clg HTM Gain By: David Hardcastle ft BVIM-"F Hardcastle Mechanical Design Inc Plan: 17-042 Btuh 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com BtO Walls Project Information 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n For: Cormack McCoy, Macs Maintenance 21.0 4.34 334 4727 Pierce Street, Wheat Ridge, CO 80033 82 board int fnsh, 2"x6" wood frm, 16" o.c. stud a Email: macsmaintenance@comcast.net 0.065 21.0 4.34 282 1.07 69 Design Conditions all 142 Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (T) 67 20 Latitude: 40"N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 27 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) a Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft BVIM-"F flz-°F/Bbli BhiflP Btuh Bftjh& BtO Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 77 0.065 21.0 4.34 334 1.07 82 board int fnsh, 2"x6" wood frm, 16" o.c. stud a 65 0.065 21.0 4.34 282 1.07 69 all 142 0.065 21.0 4.34 616 1.07 151 Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" a 12 0.320 0 21.3 256 27.3 328 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (2 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 121 0.020 50.0 1.33 161 1.02 124 gypsum board int fnsh Floors (none) Sold/italic values have been manually overridden - - wrightssoft- 2018 -Mar -08 01:04:26 Rig ht -Su ite® U niv ersal 2018 18.0.11 RSU18166 Page 19 C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E . wrightsoft. Component Constructions Job: Mar 01, 2018 MASTER By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com gect intormation For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Construction descriptions Design Conditions U -value Insul R Location: Loss Clg HTM Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US BtuhfiF--"F Indoor temperature (°F) 70 75 Elevation: 5285 ft Btuh Design TD (°F) 67 20 Latitude: 40'N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Drybulb (°F) 3 95 Infiltration: 1.07 77 Dailyrange (°F) - 27 ( H ) Method Simplified 21.0 Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) 4.34 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' BtuhfiF--"F fF-"F/Bth Btuh/F' Btuh BtuhRP Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum a 72 0.065 21.0 4.34 312 1.07 77 board int fnsh, 2"x6" wood frm, 16" o.c. stud s 88 0.065 21.0 4.34 382 1.07 94 all 160 0.065 21.0 4.34 695 1.07 171 Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" a 12 0.320 0 21.3 256 27.3 328 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (2 ft window ht, 1 ft sep.); 6.67 ft head ht U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, cir low -e innr, 1/2" s 17 0.320 0 21.3 359 12.6 211 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (5.6 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 cell ins, 1/2" 190 0.020 50.0 1.33 253 1.02 194 gypsum board int fnsh Floors (none) Bold/itahc values have been manually overridden - wrlghtsot°t` 2018 -Mar -08 01:04:26 "++ .• Right-Suite®Universal 201818.0.11 RSU18166 Page 20 C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E }:. Component Constructions Job: Writ, jhtsoft Date: Mar 01, 2018 CLO By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Project• • For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Construction descriptions Or Area 11.11 -value fP Bhhtt'-°F Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum s 42 0.065 board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 cell ins, 1/2" 30 0.020 gypsum board int fish Floors (none) Bold(italic values have been manually overridden Insul R Design Conditions Gain fP-°F/Bbh Location: Btuh Btuh/112 Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US 45 Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40'N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 27 ( H ) Method Simplified Wetbulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Or Area 11.11 -value fP Bhhtt'-°F Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum s 42 0.065 board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 cell ins, 1/2" 30 0.020 gypsum board int fish Floors (none) Bold(italic values have been manually overridden Insul R Htg HTM Loss Cig HTM Gain fP-°F/Bbh Btuh/W Btuh Btuh/112 Btuh 21.0 4.34 182 1.07 45 50.0 1.33 40 1.02 31 .,' wrrghts�ofit 2018 -Mar -0801:04:26 RightSuite®Universal 201818.0.11 RSU18166 Page 21 C:\Users\Neumann\Desktop\4727 Pierce SUeet.rup Calc = MJ8 Building Front faces: E tea, Component Constructions Job: i��+tt� i Date: Mar 01, 2018 LAUN By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Construction descriptions Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" gypsum board int fnsh Floors (none) Or Area 1.1 -value Insul R Htg HTM Loss Clg HTM Gain ftBtuhttt'--'F ft-'F/Btuh Btuh/R' Btuh BtuhAt' Btuh 30 0.020 50.0 1.33 40 1.02 31 Bold/italic values have been manually overridden - wrigtftsaft- 2018 -Mar -08 01:04:26 _. RightSuite®Universal 201818.0.11 RSU18166 Page 22 C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MA Building Front faces: E Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (T) 67 20 Latitude: 40*N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (°F) 3 95 Infiltration: Dailyrange ('F) - 27 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" gypsum board int fnsh Floors (none) Or Area 1.1 -value Insul R Htg HTM Loss Clg HTM Gain ftBtuhttt'--'F ft-'F/Btuh Btuh/R' Btuh BtuhAt' Btuh 30 0.020 50.0 1.33 40 1.02 31 Bold/italic values have been manually overridden - wrigtftsaft- 2018 -Mar -08 01:04:26 _. RightSuite®Universal 201818.0.11 RSU18166 Page 22 C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MA Building Front faces: E Component Constructions Job: {�1%rtk Date: Mar 01, 2018 GUEST By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com • ect • • For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Location: Denver Stapleton Intl AP, CO, US Elevation: 5285 ft Latitude: 40°N Outdoor: Heating Dry bulb (°F) 3 Daily range (°F) - Wet bulb (° F) - Wind speed (mph) 15.0 Indoor: Heating Cooling 70 Indoor temperature (°F) 67 Design TD (°F) 50 Relative humidity (%) Cooling Moisture difference (gr/Ib) 95 Infiltration: 27 ( H ) Method 60 Construction quality 7.5 Fireplaces Heating Cooling 70 75 67 20 50 50 60.4 -39.8 Simplified Semi -tight 2 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Cig HTM Gain 0.320 0 ft2 Btuh/W--"F fl'-"FIBNh BM1W Btuh Btuh/(t' Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum s 60 0.065 21.0 4.34 261 1.07 64 board int fish, 2"x6" wood frm, 16" o.c. stud w 62 0.065 21.0 4.34 269 1.07 66 all 122 0.065 21.0 4.34 530 1.07 130 Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, cir low -e innr, 1/2" w gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (4 ft window ht, 1 ft sep.); 6.67 ft head ht U- 2015: 2 glazing, cir outr, argon gas, vnl frm mat, cir low -e innr, 1/2" s gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (5.6 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" gypsum board int fnsh Floors (none) 8 0.320 0 21.3 171 28.4 227 17 0.320 0 21.3 359 12.6 211 110 0.020 50.0 1.33 147 1.02 112 Bold/italic values have been manually overridden ryw"wrightsoft' 2018 -Mar -08 01:04:26 w Right -Suite® Universal 2018 18.0.11 RSU18166 Page 23 C:\UserslNeumann\Desktopk1727 Pierce Street.rup Calc = MA Building Front faces: E rightso Component Constructions Job: Date: Mar 01, 2018 HALL By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Project Information For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (°F) 3 95 Infiltration: Dailyrange ("F) - 27 ( H ) Method Simplified Wetbulb(°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain f!= Bttli/ft-'F tt'-°FBhfi Bbh/W Btuh BtuhRN Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum w board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" w gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (4 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" gypsum board int fnsh Floors (none) 13 0.065 8 0.320 45 0.020 Bold/italic values have been manually overridden 21.0 0 50.0 4.34 56 1.07 14 21.3 1.33 171 28.4 227 60 1.02 46 - - enerlightt soft' 2018 -Mar -08 01:04:26 Right -Suite® Universal 2018 18.0.11 RSU18166 Page 24 C:\UsersWeumann\Desktop\4727 Pierce Street.tup Calc = MJ8 Building Front faces: E At i�ectkNtitt�taxra#. Header Information Contractor: Hardcastle Mechanical Design Inc REQUIRED ATTACHMENTS Manual J1 Form (and supporting worksheets): Mechanical license: or MJ1AE Form' (and supporting worksheets): OEM performance data (heating, cooling, blower): Building plan #: 17-042 Manual D Friction Rate Worksheet: Duct distribution sketch: Home address (Street or Lot#, Block, Subdivision): 4727 Pierce Street, AH Form RPER 1 15 Mar 09 ATTACHED Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ HVAC LOAD CALCULATION (IRC M1401.3) Design-Gonditions Bi ildin Construction Information Winter Design Conditions Building Outdoor temperature: 3 °F Orientation: Building Front faces East Indoor temperature: 70 of North, East, West, South, Northeast, Northwest, Southeast, Southwest Total heat loss: 12484 Btuh Number of bedrooms: 0 Conditioned floor area: 736 ft2 Summer Design Conditions Number of occupants: 3 Outdoor temperature: 95 °F Indoor temperature: 75 °F Windows Rfx<! Grains difference: 40 gr/Ib @50% RH Eave overhang depth: 1.5 ft Sensible heat gain: 8640 Btuh Internal shade: blinds Latent heat gain: 173 Btuh Blinds, drapes, etc. Total heat gain: 8813 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 Equipmenttype: Gas furnace ETjiWnent type: Split AC umace, H pump, Boiler, etc. vonditiorfer, Heat pump, eta Model: Goodman Mfg. GMS80403AXB Heating output capacity: 2000Btuh Heat pumps - capa at Winter design out oor conditions Aux. heating output capacity: 0 Btuh Model: Goodman Mfg. GSX130181E+CAUF3636D6D Total cooling capacity: 0 Btuh Sensible cooling capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 707 cfm Equipment design ESP: 0,70 in H2O Total device pressure losses: -0,5 in H2O Available static pressure (ASP): 0.19 in H2O Contractor's printed name: Contractor's signature: Heating cfm: 707 Cooling cfm: 600 Static pressure: 0.70 in H2O Fan's rated external static pressure for design airfbw Longest supply duct: 208 ft Duct Materials Used Longest return duct: 72 ft Trunk duct: Total effective length (TEL): 280 ft Friction rate:p(1R8 in/100ft Branch duct: Friction Rate =ASP + (TEL x_ Reserved for County, TownMunicipality *Home qualifies for MJ1AE Form based on Abridged Edition Checklist -01A- wri+g htsioft- - RightSutte®Universal201818.0.11 RSU18166 Date: Sheet metal Round flex vinyl Static Pressure and Friction Rate Job: wrightsof't Date: Mar 01, 2018 AH By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Project• • For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Available Static Pressure Total Effective Length Heating Cooling (in H2O) (in H2O) External static pressure 0.70 0.70 Pressure losses 6 0 Coil 0.23 0.22 Heat exchanger 0 0 Supply diffusers 0.03 0.01, Return grilles 0.03 0.01 Filter 0.22 0.22 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.19 0.19 Total Effective Length Supply Ducts Return Ducts Friction Rate Heating (in/100ft) 0.068 OK 0.068 OK Cooling (in/100ft) 0.068 OK 0.068 OK Fitting Equivalent Length Details Supply 4G=80, 2A0=35, 11 G=5, 2A1=45, 1 P=20: TotalEL=185 Return 6M=20, 5D=40, 11 G=5: TotalEL=65 W rightspH' 2018 -Mar -08 01:04:26 Right -Suite® Universal 2018 18.0.11 RSU18166 Pagel Zb� CAUserslNeumannlDesktopl4727 Pierce Street.rup Calc = MA Building Front faces: E Supply Return (ft) (ft) Measured length of run -out 17 7 Measured length of trunk 6 0 Equivalent length of fittings 185 65 Total length 208 72 Total effective length 280 Supply Ducts Return Ducts Friction Rate Heating (in/100ft) 0.068 OK 0.068 OK Cooling (in/100ft) 0.068 OK 0.068 OK Fitting Equivalent Length Details Supply 4G=80, 2A0=35, 11 G=5, 2A1=45, 1 P=20: TotalEL=185 Return 6M=20, 5D=40, 11 G=5: TotalEL=65 W rightspH' 2018 -Mar -08 01:04:26 Right -Suite® Universal 2018 18.0.11 RSU18166 Pagel Zb� CAUserslNeumannlDesktopl4727 Pierce Street.rup Calc = MA Building Front faces: E Duct System Summary Job: wrightsoft Date: Mar 01, 2018 AH By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Project Information For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0. 70 in H2O 0.51 in H2O 0.19 in H2O 0.141 / 0.049 in H2O 0.068 in/100ft 707 cfm 280 ft Cooling 0.70 in H2O 0.51 in H2O 0.19 in H2O 0.141 / 0.049 in H2O 0.068 in/100ft 600 cfm Supply Branch Detail Table Name Design (Btuh) Htg (cfm) Clg (cfm) Design FR Diam (in) H x W (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk CLO h 507 29 10 0.081 4.0 Ox 0 VIFx 18.1 155.0 st1 GUEST h 1216 69 56 0.089 4.0 Ox 0 VIFx 18.1 140.0 st2 GUEST -A h 1216 69 56 0.079 4.0 Ox 0 VIFx 18.3 160.0 st2 HALL c 736 30 51 0.090 4.0 Ox 0 VIFx 12.2 145.0 st2A LAUN c 876 3 61 0.081 4.0 Ox 0 VIFx 8.1 165.0 st1 MASTER h 1573 89 81 0.068 5.0 Ox 0 VIFx 22.6 185.0 st1 MASTER -A h 1573 89 81 0.085 5.0 Ox 0 VIFx 20.7 145.0 st1 MBATH h 2195 124 83 0.068 5.0 Oxo VIFx 11.8 195.0 st1A MCLO h 758 43 18 0.093 4.0 Ox 0 VIFx 7.0 145.0 st1 UPBATH h 474 27 11 0.083 4.0 Ox 0 VIFx 4.0 165.0 st2 UPSTAIRS h 1192 67 46 0.086 4.0 Ox 0 VIFx 13.4 150.0 st2 UPSTAIRS -A h 1192 67 46 0.086 4.0 Ox 0 VIFx 13.2 150.0 st2A Supply Trunk Detail Table Bold/italic values have been manually overridden "a rigih7Gsoft, Right -Suite® Universal 2018 18.0.11 RSU18166 C:\Users\Neumann\Desktop\4727 Pierce Street. nip Calc = MJ8 Building Front faces: E 2018 -Mar -08 01:04:26 Page 1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1A Peak AVF 124 83 0.068 912 5.0 0 x 0 ShtMetl st1 st1 Peak AVF 378 335 0.068 849 10.3 8 x 8 ShtMetl st2 Peak AVF 329 265 0.079 741 9.5 8 x 8 ShtMetl st2A Peak AVF 97 97 0.086 713 5.0 0 x 0 ShtMetl st2 Bold/italic values have been manually overridden "a rigih7Gsoft, Right -Suite® Universal 2018 18.0.11 RSU18166 C:\Users\Neumann\Desktop\4727 Pierce Street. nip Calc = MJ8 Building Front faces: E 2018 -Mar -08 01:04:26 Page 1 wrlghtsoftk Right -Suite® Universal 201818.0.11 RSU18166 C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E 2018 -Mar -08 01:04:26 Page 2 Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb2 14x 13 403 373 71.7 0.068 514 12.0 Ox 0 VIFx rb3 12x 12 303 227 72.3 0.068 556 10.0 Ox 0 VIFx wrlghtsoftk Right -Suite® Universal 201818.0.11 RSU18166 C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E 2018 -Mar -08 01:04:26 Page 2 BASEMENT Job #: Performed by David Hardcastle for: Cormack McCoy 4727 Pierce Street Wheat Ridge, CO 80033 macsmaintenance@c,omcast.net Hardcastle Mechanical Design Inc 446 Elm ave Brighton, Co 80601 Phone: 720 404 7425 davidhc002@gmail.com Scale: 1 : 113 Page 1 Ri ghtSuite® Universal 2018 18.0.11 RSU18166 2018 -Mar -08 01:04:57 n\Desktop\4727 Pierce Street.rup MAIN Job #: Performed by David Hardcastle for: Cormack McCoy 4727 Pierce Street Wheat Ridge, CO 80033 macsmaintenanGe@comcast.net Hardcastle Mechanical Design Inc 446 Elm ave Brighton, Co 80601 Phone: 720 404 7425 davidhc002@gmaii.com Scale: 1 : 113 Page 2 Ri ghtSui te@ Universal 2018 18.0.11 RSU18166 2018 -Mar -08 01:04:57 .n\Desktop14727 Pierce Street.rup UPPER ofm IRS UUPPBATH MCLO MBATH 143 124 ctm 8 4" 4• 2 m 51 cfm LL 4 " 403 4• 61 LAU 4" MASTER 9 69cfr�7UES 4- 9 cfin 29 cfrn Job #: Performed by David Hardcastle for: Cormack McCoy 4727 Pierce Street Wheat Ridge, CO 80033 macsmaintenance@comcast.net ". Hardcastle Mechanical Design Inc 446 Elm ave Brighton, Co 80601 Phone: 720 404 7425 davidhc002@gmail.com Scale: 1 : 113 Page 3 Ri ghtSui te@ Universal 2018 18.0.11 RSU18166 2018 -Mar -08 01:04:57 ...n\Desktop\4727 Pierce Street.rup _ "' ww cr %awh'wn4;o TACK REVENTION 'LY Ilk 4727 PIERCE ST. PROJECT N0.17-042 SCALE: 1/4" = V-0" ISSUED:11/15/07 PLUMBING PLAN Drawing Number X-100 t'°c.c`Cj + wrighltsoft. Load Short Form AH Hardcastle Mechanical Design Inc 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com •tect intormation For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net �4 �►3 ;k Job: Date: Mar 01, 2018 By: David Hardcastle Plan: 17-042 Design Inf• • Htg Clg Infiltration Outside db (°F) 3 95 Method Simplified Inside db (°F) 70 75 Construction quality Semi -tight Design TD (°F) 67 20 Fireplaces 2 (Average) Daily range - H Inside humidity (%) 50 50 Moisture difference (gr/Ib) 60 -40 HEATING EQUIPMENT Make Goodman Mfg. Trade GOODMAN MANUFACTURING CO., LP Model GMS80403AXB AHRI ref 5012546 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 80 AFUE Goodman Mfg. 40000 Btuh 32000 Btuh 50 'F 707 cfm 0.057 cfm/Btuh 0.70 in H2O COOLING EQUIPMENT Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Cond GSX130181 E Coil CAUF3636D6D AHRI ref 9923161 Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 11.5 EER, 14 SEER 14400 Btuh 3600 Btuh 18000 Btuh 600 cfm 0.069 cfm/Btuh 0.70 in H2O 0.98 80 ROOM NAME Area (ftz) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) MASTER 190 3147 2345 178 163 UPSTAIRS 80 2384 1312 135 91 UPBATH 50 474 163 27 11 MCLO 80 758 261 43 18 MBATH 121 2195 1197 124 83 CLO 30 507 145 29 10 LAUN 30 61 876 3 61 GUEST 110 2433 1604 138 111 HAI I nG l cne Inc Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vvrightt ' soft" 2018 -Mar -0801:04:26 ,- . . ,_..., .- Rig ht-Suite®Universal 2018 18.0.11 RSU18166 Page 1 C:\Users\Neumann\Desktopk4727 Pierce Street.rup Calc = MJ8 Building Front faces: E AH d 736 12484 8640 707 600 Other equip loads 0 0 Equip. @ 1.00 RSM 8640 Latent cooling 173 Tr')TALS 736 12484 8813 707 600 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrtght sett- 2018 -Mar -08 01:04:26 Right -Suite® Universal 201818.0.11 RSU18166 Page ACCk C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E ... Component Constructions Job: wrlghtsoi, Date: Mar 01, 2018 AH By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com �•,ect intormation For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Construction descriptions Email: macsmaintenance@comcast.net Area U -value Insul R Htg HTM Loss Clg HTM Gain it, BtuhHf2--°F Design C• • • Btuh Btuh/F Location: Walls Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft 198 0.065 Design TD (°F) 67 20 Latitude: 40°N 211 board int fnsh, 2"x6" wood frm, 16" o.c. stud Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (°F) 3 95 Infiltration: 4.34 825 Dailyrange (°F) - 27 (H ) Method Simplified 0.065 Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) 2873 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain it, BtuhHf2--°F W-"1`/Btuh Btuh& Btuh Btuh/F Btuh Walls 12F-Osw: Firm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 198 0.065 21.0 4.34 859 1.07 211 board int fnsh, 2"x6" wood frm, 16" o.c. stud e 137 0.065 21.0 4.34 594 1.07 146 s 190 0.065 21.0 4.34 825 1.07 203 w 137 0.065 21.0 4.34 594 1.07 146 all 663 0.065 21.0 4.34 2873 1.07 706 Partitions (none) Windows U- 2015: 2 glazing, cir outr, argon gas, vnl frm mat, cir low -e innr, 1/2" w 24 0.320 0 21.3 512 28.4 681 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (4 ft window ht, 1 ft sep.); 6.67 ft head ht U- 2015: 2 glazing, cir outr, argon gas, vnl frm mat, cir low -e innr, 1/2" n 26 0.320 0 21.3 551 9.93 257 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht U- 2015: 2 glazing, cir outr, argon gas, vnl frm mat, cir low -e innr, 1/2" e 24 0.320 0 21.3 512 27.3 655 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (2 ft window ht, 1 ft sep.); 6.67 ft head ht U- 2015: 2 glazing, cir outr, argon gas, vnl frm mat, clr low -e innr, 1/2" s 34 0.320 0 21.3 717 12.6 423 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (5.6 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 736 0.020 50.0 1.33 982 1.02 752 gypsum board int fnsh Bold/italic values have been manually overridden i w r'ig!'•fE4t ft- 2018 -Mar -08 01:04:26 Right-Suite®Universal 2018 18.0.11 RSU18766 Page 1 C:\UserMNeumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E Floors (none) Bold/italic values have been manually overridden wr#g tsoft- 2018 -Mar -08 01:04:26 A"`-� Right-Suite®Universal 2018 18.0.11 RSU18166 C:\Users\Neumann\Desktop14727 Pierce Street.rup Calc = MJ8 Building Front faces: E Page 2 Component Constructions Job: wri htsot ° Date: Mar 01, 2018 BSTAIRS By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com mmumlect intormation For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain tF BtuhRF'--°F ftT-°F/Btuh B"AF Btuh Btuliff Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21A -32c: Bg floor, light dry soil, 8' depth, carpet flr fish 21 0.020 0 1.33 28 0 0 Bold/italic values have been manually overridden ` wrtghtsoft" - 2018 -Mar -08 01:04:26 - Rig ht -Su ite@ U niv ersal 20 18 18. 0.11 RSU18166 Page C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E Design C• • • Location: Indoor: Heating Cooling Denver Stapleton Intl AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design 1D (°F) 67 20 Latitude: 40°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 27 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain tF BtuhRF'--°F ftT-°F/Btuh B"AF Btuh Btuliff Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21A -32c: Bg floor, light dry soil, 8' depth, carpet flr fish 21 0.020 0 1.33 28 0 0 Bold/italic values have been manually overridden ` wrtghtsoft" - 2018 -Mar -08 01:04:26 - Rig ht -Su ite@ U niv ersal 20 18 18. 0.11 RSU18166 Page C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E 9 Component Constructions Job: Wrt � Ei so t Date: Mar 01, 2018 CRAWLSPACE By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com •e ��ct intormation For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain fl Bluh/ft'-°F R'-°F/Bluh BtuMt' Btuh Btuh/W Btuh Walls 151315-0wc-4: Bg wall, light dry soil, 2"x4" wood int frm, concrete wall, n 84 0.057 Design Conditions 0.057 15.0 Location: 0.057 Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Partitions Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 27 (H ) Method Simplified Wet bulb ('F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain fl Bluh/ft'-°F R'-°F/Bluh BtuMt' Btuh Btuh/W Btuh Walls 151315-0wc-4: Bg wall, light dry soil, 2"x4" wood int frm, concrete wall, n 84 0.057 15.0 r-15 cav ins, 8" thk s 84 0.057 15.0 w 92 0.057 15.0 all 260 0.057 15.0 Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21A -32c: Bg floor, light dry soil, 8' depth, carpet fir fish 471 0.020 0 Bold/italic values have been manually overridden 4.32 363 0.26 22 4.32 363 0.26 22 4.32 397 0.26 24 4.32 1123 0.26 67 1.33 628 0 0 W I fight s-oftt` 2018 -Mar -08 01:04:26 '�— Right-Suite®Universal201818.0.11 RSU18166 Page C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com •i�e�ct intormation For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Component Constructions -- wrightsoft` BATH Date: By: Mar 01, 2018 David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com •i�e�ct intormation For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain fN Btuhlft2--"F ft'-"F/BWh B" M2 Btuh Btuh/ft' Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows U- 2015: 2 glazing, cir outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (4 ft window ht, 1 ft sep.); 6.67 it head ht Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" gypsum board int fish Floors (none) 37 0.065 21.0 4.34 160 1.07 8 0.320 0 21.3 171 9.93 45 0.020 50.0 1.33 60 1.02 Bold/italic values have been manually overridden 39 79 46 weight left- 2018 -Mar -08 01:04:26 Right -Suite® Universal 2018 18.0.11 RSU18166 Page ACCN C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 27 ( H ) Method Simplified Wetbulb(°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain fN Btuhlft2--"F ft'-"F/BWh B" M2 Btuh Btuh/ft' Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows U- 2015: 2 glazing, cir outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (4 ft window ht, 1 ft sep.); 6.67 it head ht Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" gypsum board int fish Floors (none) 37 0.065 21.0 4.34 160 1.07 8 0.320 0 21.3 171 9.93 45 0.020 50.0 1.33 60 1.02 Bold/italic values have been manually overridden 39 79 46 weight left- 2018 -Mar -08 01:04:26 Right -Suite® Universal 2018 18.0.11 RSU18166 Page ACCN C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E .�. wrightsoft, Component Constructions Date: Mar 01, 2018 MSTAIRS By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com • • • For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain fl' BtuhNP--"F R'-°FlBWh 13"M Btuh Btuh/r' Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 72 0.065 21.0 board int fish, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 cell ins, 1/2" 15 0.020 50.0 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden 4.34 312 1.07 77 1.33 20 1.02 15 W t'1ghtsoft, 2018 -Mar -08 01:04:26 Rig ht-Suite®Universa1201818.0.11 RSU18166 Page6 + C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E Design C. • • Location: Indoor: Heating Cooling Denver Stapleton Int'l AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40'N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (*F) 3 95 Infiltration: Dailyrange (T) - 27 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain fl' BtuhNP--"F R'-°FlBWh 13"M Btuh Btuh/r' Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 72 0.065 21.0 board int fish, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 cell ins, 1/2" 15 0.020 50.0 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden 4.34 312 1.07 77 1.33 20 1.02 15 W t'1ghtsoft, 2018 -Mar -08 01:04:26 Rig ht-Suite®Universa1201818.0.11 RSU18166 Page6 + C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E ...9 Component Constructions Job: wr � tso t C Date: Mar 01, 2018 EXISTINGBATH By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com •i�ect intormation For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Bbuhtft°-'F fP-'FBluh Btuhff Btuh Btuhtft' Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 57 0.065 21.0 4.34 247 1.07 board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n 6 0.320 0 21.3 128 9.93 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 It overhang (3 ft window ht, 1 It sep.); 6.67 It head ht Doors (none) Ceilings (none) Floors (none) Bold/italic values have been manually overridden 61 60 wright!soft" 2018 -Mar -08 01:04:26 OP—1- — Right -Suite@ Universal 2018 18.0.11 RSU18166 Page 7 1+ '+ CAUserslNeumannlDesktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb ('F) 3 95 Infiltration: Daily range ('F) - 27 (H ) Method Simplified Wet bulb ('F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Bbuhtft°-'F fP-'FBluh Btuhff Btuh Btuhtft' Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 57 0.065 21.0 4.34 247 1.07 board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n 6 0.320 0 21.3 128 9.93 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 It overhang (3 ft window ht, 1 It sep.); 6.67 It head ht Doors (none) Ceilings (none) Floors (none) Bold/italic values have been manually overridden 61 60 wright!soft" 2018 -Mar -08 01:04:26 OP—1- — Right -Suite@ Universal 2018 18.0.11 RSU18166 Page 7 1+ '+ CAUserslNeumannlDesktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E wrlghtsok Component Constructions Job: Date: Mar 01, 2018 PAN By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Project Information For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40'N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 27 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) Or Area U -value ft BtuhM2-'F Bold/Italic values have been manually overridden wrightsoft- Right-SuiteO® Universal 201818.0.11 RSU18166 ,0 C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E Insul R Htg HTM Loss Clg HTM Gain ft'-°FBhih BtuhHl2 Btuh Btuh/ft' Btuh 2018 -Mar -08 01:04:26 Page 8 :- wrights®ft Component Constructions Date: Mar 01, 2018 MUDRM By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com INKiffijilect intormation For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Construction descriptions Email: macsmaintenance@comcast.net Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Design Conditions Btuh/W Btuh Location: Btuh Walls Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft 24 0.065 Design TD (°F) 67 20 Latitude: 40°N 26 board int fish, 2"x6" wood frm, 16" o.c. stud Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (°F) 3 95 Infiltration: 4.34 195 Dailyrange (°F) - 27 ( H ) Method Simplified 0.065 Wet bulb (°F) - 60 Construction quality Semi -tight Partitions Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Bhhlff--°F ft'-°FIBWh Btuh/W Btuh Btuh/ft' Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum a 24 0.065 21.0 4.34 104 1.07 26 board int fish, 2"x6" wood frm, 16" o.c. stud s 62 0.065 21.0 4.34 267 1.07 66 w 45 0.065 21.0 4.34 195 1.07 48 all 131 0.065 21.0 4.34 567 1.07 139 Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" s 10 0.320 0 21.3 221 11.4 118 gap, 1/4" thk; 50% blinds 45", medium; 50% outdoor insect screen; 1.5 ft overhang (4 ft window ht, 1 ft sep.); 6.67 ft head ht 1OA-rrr 1 glazing, clr giz, mtl no brk frm mat, 1/8" thk; 50% blinds 45°, a 21 1.670 0 111 2339 47.4 996 medium; 50% outdoor insect screen; 1.5 ft overhang (7 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings 166-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 40 0.020 50.0 1.33 53 1.02 41 gypsum board int fnsh Floors 19A-Obstp: Part floor, tile flr fnsh, frm flr, 12" thkns, 1/2" gypsum board 40 0.368 0 7.99 319 2.37 95 int fnsh Sold/italic values have been manually overridden — W rtgMttseft' 2018 -Mar -08 01:04:26 Rig htSuite®Universa1201818.0.11 RSU18166 Page C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E ...9 Component Constructions Job: wry htso i. , Date: Mar 01, 2018 EXISTINGBASEMENT By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com KigoLiect intormation For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ff' Bhhtt? °F ft'-'F/Bhh Btuh/ft Btuh l3tuh/112 Btuh Walls 15B13-Owc-6: Bg wall, light dry soil, 2"x4" wood int frm, concrete wall, r-13 cav ins, 8" thk, 1/2" gypsum board int fnsh Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21A -32c: Bg floor, light dry soil, 8' depth, carpet flr fish n 273 0.053 13.0 3.92 1069 Design Conditions e 161 0.053 Location: 3.92 Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US 0.053 Indoor temperature (T) 70 75 Elevation: 5285 ft 42 Design TD (T) 67 20 Latitude: 40°N 2769 Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (°F) 3 95 Infiltration: Dailyrange (T) - 27 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ff' Bhhtt? °F ft'-'F/Bhh Btuh/ft Btuh l3tuh/112 Btuh Walls 15B13-Owc-6: Bg wall, light dry soil, 2"x4" wood int frm, concrete wall, r-13 cav ins, 8" thk, 1/2" gypsum board int fnsh Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21A -32c: Bg floor, light dry soil, 8' depth, carpet flr fish n 273 0.053 13.0 3.92 1069 0.16 42 e 161 0.053 13.0 3.92 631 0.16 25 s 273 0.053 13.0 3.92 1069 0.16 42 all 707 0.053 13.0 3.92 2769 0.16 110 888 0.020 0 1.33 1185 0 0 Sold/italic values have been manually overridden wrlghsmft 2018 -Mar -08 01:04:26 Right -Suite® Universal 2018 18.0.11 RSU18166 Page 10 C:\Users\Neumann\Desktop\4727 Pierce Street.mp Calc = MJB Building Front faces: E ' wrightsok Component Constructions Date: Mar 01, 2018 DINING By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Project For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Construction descriptions Walls Or Area U -value Insul R Htg HTM Loss CIg HTM Gain ft' BtuhAt'--'F ft'-'F/Bhih Btuh/IP Btuh Btuh/ft' Btuh 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 81 0.065 21.0 4.34 351 1.07 board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows U- 2015: 2 glazing, cir outr, argon gas, vnl frm mat, cir low -e innr, 1/2" n 9 0.320 0 21.3 192 9.93 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (3 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings (none) Floors (none) Bold/italic values have been manually overridden 1- 89 wright Qf! 2018 -Mar -08 01:04:26 Rig htSuiteCnl Universal 2018 18.0.11 RSU18166 Page 11 C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 27 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Walls Or Area U -value Insul R Htg HTM Loss CIg HTM Gain ft' BtuhAt'--'F ft'-'F/Bhih Btuh/IP Btuh Btuh/ft' Btuh 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 81 0.065 21.0 4.34 351 1.07 board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows U- 2015: 2 glazing, cir outr, argon gas, vnl frm mat, cir low -e innr, 1/2" n 9 0.320 0 21.3 192 9.93 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (3 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings (none) Floors (none) Bold/italic values have been manually overridden 1- 89 wright Qf! 2018 -Mar -08 01:04:26 Rig htSuiteCnl Universal 2018 18.0.11 RSU18166 Page 11 C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E Component Constructions Job: Wrightsofk Date: Mar 01, 2018 LIVING By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com ligWiect intormation For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain fF Btuh&2--°F ft'-°F/Btuh Btuhflt= Btuh Btuh/f2 Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) e Design Conditions 21.0 4.34 Location: 1.07 Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US 21.0 Indoor temperature (°F) 70 75 Elevation: 5285 ft s Design TD (*F) 67 20 Latitude: 40°N 499 Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (°F) 3 95 Infiltration: 231 0.065 Daily range (°F) - 27 (H ) Method Simplified 246 Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain fF Btuh&2--°F ft'-°F/Btuh Btuhflt= Btuh Btuh/f2 Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) e 85 0.065 21.0 4.34 369 1.07 91 se 16 0.065 21.0 4.34 67 1.07 17 s 115 0.065 21.0 4.34 499 1.07 123 sw 16 0.065 21.0 4.34 67 1.07 17 all 231 0.065 21.0 4.34 1002 1.07 246 Windows U- 2015: 2 glazing, cir outr, argon gas, vnl frm mat, cir low -e innr, 1/2" e gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 se ft overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht s sw all 10A -m: 1 glazing, cir glz, mtl no brk frm mat, 1/8" thk; 50% blinds 45°, e medium; 50% outdoor insect screen; 1.5 ft overhang (7 ft window ht, 1 ft sep.); 6.67 It head ht Doors (none) Ceilings 168-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" gypsum board int fnsh Floors 19A-Obswp: Part floor, hrd wd fir fish, frm fir, 12" thkns, 1/2" gypsum board int fnsh 20 0.320 0 21.3 427 28.6 571 5 0.320 0 21.3 98 22.6 104 20 0.320 0 21.3 427 12.2 245 5 0.320 0 21.3 98 22.6 104 49 0.320 0 21.3 1049 20.8 1024 21 1.670 0 111 2339 47.4 996 94 0.020 50.0 1.33 125 1.02 10 0.295 0 7.39 74 2.19 Bold/italic values have been manually overridden 96 22 " w. ightso tt- 2018 -Mar -08 01:04:26 Right -Suite@ Universal 2018 18.0.11 RSU18166 Page 12 C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MA Building Front faces: E ..Component Constructions Job: wry htsoft Date: Mar 01, 2018 KITCHEN By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com EiWLiect intormation For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Construction descriptions Or Area U -value Insul R Htg HTM Loss Cig HTM Gain W BluhM2--°F ft'-°F/Btuh BIUhHN Btuh Btuh/ft' Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum s 108 0.065 21.0 4.34 468 1.07 115 board int fish, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows U- 2015: 2 glazing, cir outr, argon gas, vni fan mat, cir low -e innr, 1/2" s 9 0.320 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (3 It window ht, 1 It sep.); 6.67 ft head ht Doors (none) Ceilings (none) Floors (none) Bold/italic values have been manually overridden 0 21.3 192 10.1 91 ` vt[rlghtseft- 2018 -Mar -08 01:04:26 RightSuite® Universal 2018 18.0.11 RSU18166 Page 13 A+Ck C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (T) 3 95 Infiltration: Dailyrange (°F) - 27 ( H ) Method Simplified Wetbulb(°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Cig HTM Gain W BluhM2--°F ft'-°F/Btuh BIUhHN Btuh Btuh/ft' Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum s 108 0.065 21.0 4.34 468 1.07 115 board int fish, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows U- 2015: 2 glazing, cir outr, argon gas, vni fan mat, cir low -e innr, 1/2" s 9 0.320 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (3 It window ht, 1 It sep.); 6.67 ft head ht Doors (none) Ceilings (none) Floors (none) Bold/italic values have been manually overridden 0 21.3 192 10.1 91 ` vt[rlghtseft- 2018 -Mar -08 01:04:26 RightSuite® Universal 2018 18.0.11 RSU18166 Page 13 A+Ck C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E Component Constructions Job: wrightsoft, P Date: Mar 01, 2018 RECROOM By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com Project Information For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Construction descriptions Email: macsmaintenance@comcast.net Area Ll -value Insul R Htg HTM Loss Cig HTM Gain ft Design Conditions BtuhflF Btuh Location: Btuh Walls Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft 153 0.065 Design TD (°F) 67 20 Latitude: 40°N 163 board int fish, 2"x6" wood frm, 16" o.c. stud Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (T) 3 95 Infiltration: 4.34 507 Daily range (°F) - 27 (H ) Method Simplified 0.065 Wetbulb(°F) - 60 Construction quality Semi -tight Partitions Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Or Area Ll -value Insul R Htg HTM Loss Cig HTM Gain ft BluhNF-"F ft'-°F/Bluh BtuhflF Btuh Btuh/f2 Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 153 0.065 21.0 4.34 663 1.07 163 board int fish, 2"x6" wood frm, 16" o.c. stud s 88 0.065 21.0 4.34 382 1.07 94 w 117 0.065 21.0 4.34 507 1.07 125 all 358 0.065 21.0 4.34 1552 1.07 382 Partitions (none) Windows U- 2015: 2 glazing, cir outr, argon gas, vnl frm mat, cir low -e innr, 1/2" s 16 0.320 0 21.3 342 9.93 159 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (2 it window ht, 1 ft sep.); 6.67 ft head ht 4A4-2ovd: 2 glazing, clr outr, argon gas, vnl frm mat, cir low -e innr, 1/2" s 64 0.470 0 31.3 2006 18.1 1159 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht U- 2015: 2 glazing, cir outr, argon gas, vnl frm mat, cir low -e innr, 1/2" s 30 0.320 0 21.3 640 9.93 298 gap, 1/4" thk; 50% blinds 45', medium; 50% outdoor insect screen; 1.5 ft overhang (6 ft window ht, 1 ft sep.); 6.67 ft head ht w 90 0.320 0 21.3 1921 28.7 2583 all 120 0.320 0 21.3 2561 24.0 2881 Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 446 0.020 50.0 1.33 595 1.02 456 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden vvrightsoft- 2018 -Mar -08 01:04:26 Right -Suite® Universal 2018 18.0.11 RSU18166 Page 14 `-*� C1UserslNeumannlDesktopkt727 Pierce Street.rup Calc = MJ8 Building Front faces: E Component Constructions Job: Wt"I htso t Date: Mar 01, 2018 OFFICE By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com NnLihQeject intormation For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Construction descriptions Or Area U -value Insul R Design Conditions Gain Location: ft' Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US BtuhttP Indoor temperature ('F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (T) 3 95 Infiltration: 61 0.065 Daily range (°F) - 27 (H ) Method Simplified 65 Wet bulb (°F) - 60 Construction quality Semi -tight 21.0 Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/@'-'F ft'-°FlEkuh BtuhNP Btuh BtuhttP Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 105 0.065 21.0 4.34 455 1.07 112 board int fnsh, 2"x6" wood frm, 16" o.c. stud a 61 0.065 21.0 4.34 264 1.07 65 all 166 0.065 21.0 4.34 720 1.07 177 Partitions (none) Windows U- 2015: 2 glazing, cir outr, argon gas, vnl frm mat, cir low -e innr, 1/2" n 12 0.320 0 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (4 ft window ht, 1 ft sep.); 6.67 ft head ht U- 2015: 2 glazing, cir outr, argon gas, vnl frm mat, clr low -e innr, 1/2" a 20 0.320 0 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 cell ins, 1/2" 54 0.020 50.0 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden 21.3 256 9.93 119 21.3 427 28.6 571 1.33 72 1.02 55 - wrtghttsol"t" 2018 -Mar -08 01:04:26 - Right -Suite® Universal 201818.0.11 RSU18166 Page 15 Page Pierce Street.rup Calc = MJ8 Building Front faces: E t. f• Component Constructions Job: i��lits! [ Date: Mar 01, 2018 UPSTAIRS By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com •e�ct intormation For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Construction descriptions Or Area U -value Insul R Design Conditions Gain Location: It= Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Btuh Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40'N n Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (°F) 3 95 Infiltration: 4.34 269 1.07 Dailyrange (°F) - 27 ( H ) Method Simplified 0.065 Wetbulb(°F) - 60 Construction quality Semi -tight Partitions Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain It= Btuh/W--"F it-*F/Bluh BtuhAP Btuh BtuhM2 Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 30 0.065 21.0 4.34 131 1.07 32 board int fnsh, 2"x6" wood frm, 16" o.c. stud w 62 0.065 21.0 4.34 269 1.07 66 all 92 0.065 21.0 4.34 400 1.07 98 Partitions (none) Windows U- 2015: 2 glazing, cir outr, argon gas, vnl frm mat, cir low -e innr, 1/2" w 8 0.320 0 21.3 171 28.4 227 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (4 ft window ht, 1 ft sep.); 6.67 ft head ht U- 2015: 2 glazing, cir outr, argon gas, vnl frm mat, cir low -e innr, 1/2" n 26 0.320 0 21.3 551 9.93 257 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings 166-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 80 0.020 50.0 1.33 107 1.02 82 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden ' wright soft- 2018 -Mar -08 01:04:26 '�- Right-Suite®Universal 2018 18.0.11 RSU18166 Page 16 C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E Wlrii.•.3O1 L ,�. qa Component Constructions Job: Date: Mar 01, 2018 UPBATH By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com mmtjW,ect intormation For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuhtt' °F ft'--°FBtuh BtuhM2 Btuh Bhlh/fl' Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 35 0.065 21.0 4.34 152 1.07 board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 50 0.020 50.0 1.33 67 1.02 gypsum board int fnsh Floors (none) Sold/italic values have been manually overridden 37 51 -+ wrtghtsoftt" 2018 -Mar -08 01:04:26 r .- .-- Right-Suite®Universal 2018 18.0.11 RSU18166 Page 17 C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E Design C• • • Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (T) 3 95 Infiltration: Dailyrange (T) - 27 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuhtt' °F ft'--°FBtuh BtuhM2 Btuh Bhlh/fl' Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 35 0.065 21.0 4.34 152 1.07 board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 50 0.020 50.0 1.33 67 1.02 gypsum board int fnsh Floors (none) Sold/italic values have been manually overridden 37 51 -+ wrtghtsoftt" 2018 -Mar -08 01:04:26 r .- .-- Right-Suite®Universal 2018 18.0.11 RSU18166 Page 17 C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E --Com onent Constructions Job: wri htSpft p Date: Mar 01, 2018 MCLO By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com Project Information For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Construction descriptions Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum board int fish, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" gypsum board int fnsh Floors (none) Or Area Design Conditions Htg HTM Loss Clg HTM Location: ft Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Btuh Indoor temperature (°F) 70 75 Elevation: 5285 ft 243 1.07 Design TD (°F) 67 20 Latitude: 40'N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (T) 3 95 Infiltration: Dailyrange (T) - 27 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum board int fish, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" gypsum board int fnsh Floors (none) Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft Bhh/ft'-°F fi'-'F/BWh B"tit' Btuh Btuh/f' Btuh n 56 0.065 21.0 4.34 243 1.07 60 80 0.020 50.0 1.33 107 1.02 Bold/italic values have been manually overridden 82 wrightsaft; ` 2018 -Mar -08 01:04:26 „ W ...— Right -Suite® Universal 2018 18.0.11 RSU18166 Page 18 C:\Users\Neumann\DesktopW727 Pierce Street.rup Calc = MA Building Front faces: E . - wrightsofk Component Constructions Date: Mar 01, 2018 MBATH By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com Project For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Construction descriptions Or Area U -value Insul R Design C• • • Gain Location: ft2 Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Btuh/ft= Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (°F) 3 95 Infiltration: 65 0.065 Dailyrange (°F) - 27 ( H ) Method Simplified 69 Wet bulb (°F) - 60 Construction quality Semi -tight 21.0 Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Partitions Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft2 Btuh/W--°F ft'-°FBtuh Bt&h& Btuh Btuh/ft= Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 77 0.065 21.0 4.34 334 1.07 82 board int fnsh, 2"x6" wood frm, 16" o.c. stud a 65 0.065 21.0 4.34 282 1.07 69 all 142 0.065 21.0 4.34 616 1.07 151 Partitions (none) Windows U- 2015: 2 glazing, cir outr, argon gas, vnl frm mat, clr low -e innr, 1/2" e 12 0.320 0 21.3 256 27.3 328 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (2 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings 168-50ad: Attic ceiling, asphalt shingles roof mat, r-50 veil ins, 1/2" 121 0.020 50.0 1.33 161 1.02 124 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden 40- wrtghtsaf` - 2018 -Mar -08 01:04:26 Right�uite®Universal 2018 18.0.11 RSU18166 Page 19 C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E wlrlghistlft` Component Constructions Job: Date: Mar 01, 2018 MASTER By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com Project Information For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Construction descriptions Or Area U -value lnsul R Htg HTM Loss Clg HTM Gain R' Btuh/ft'--°F ft'-'FBtuh BtuhM Btuh Btuh/ft' Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum e board int fnsh, 2"x6" wood frm, 16" o.c. stud s all Partitions (none) Windows U- 2015: 2 glazing, cir outr, argon gas, vnl frm mat, cir low -e innr, 1/2" e gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (2 ft window ht, 1 ft sep.); 6.67 ft head ht U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, cir tow -e innr, 1/2" s gap, 1/4" thk; 50% blinds 45', medium; 50% outdoor insect screen; 1.5 ft overhang (5.6 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 cell ins, 1/2" gypsum board int fnsh Floors (none) 72 0.065 21.0 4.34 312 1.07 77 88 0.065 21.0 4.34 382 1.07 94 160 0.065 21.0 4.34 695 1.07 171 12 0.320 17 0.320 190 0.020 Bold/italic values have been manually overridden 0 21.3 0 21.3 50.0 1.33 256 27.3 328 359 12.6 211 253 1.02 194 ` wrightsoft2018-Mar-0801:04:26 Right -Suite@ Universal 2018 18.0.11 RSU18166 Page 20 C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Intl AP, CO, US Indoor temperature ('F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40'N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 27 ( H ) Method Simplified Wetbulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Or Area U -value lnsul R Htg HTM Loss Clg HTM Gain R' Btuh/ft'--°F ft'-'FBtuh BtuhM Btuh Btuh/ft' Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum e board int fnsh, 2"x6" wood frm, 16" o.c. stud s all Partitions (none) Windows U- 2015: 2 glazing, cir outr, argon gas, vnl frm mat, cir low -e innr, 1/2" e gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (2 ft window ht, 1 ft sep.); 6.67 ft head ht U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, cir tow -e innr, 1/2" s gap, 1/4" thk; 50% blinds 45', medium; 50% outdoor insect screen; 1.5 ft overhang (5.6 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 cell ins, 1/2" gypsum board int fnsh Floors (none) 72 0.065 21.0 4.34 312 1.07 77 88 0.065 21.0 4.34 382 1.07 94 160 0.065 21.0 4.34 695 1.07 171 12 0.320 17 0.320 190 0.020 Bold/italic values have been manually overridden 0 21.3 0 21.3 50.0 1.33 256 27.3 328 359 12.6 211 253 1.02 194 ` wrightsoft2018-Mar-0801:04:26 Right -Suite@ Universal 2018 18.0.11 RSU18166 Page 20 C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E writ�� f Mp$ Component Constructions Job: Date: Mar 01, 2018 CLO By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com Project Information For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Construction descriptions Or Area 1.11 -value Insul R Htg HTM Loss Clg HTM Gain fF BtuhHN-°F W -"F/ tuh BtuhfiF Btuh Bbuhtft° Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum s 42 0.065 21.0 4.34 182 1.07 board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 30 0.020 50.0 1.33 40 1.02 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden 45 Kd wrightstoft 2018 -Mar -0801:04:26 . - Right-Suite®Universal 2018 18.0.11 RSU18166 Page 21 +` C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Intl AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD ('F) 67 20 Latitude: 40'N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 27 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Or Area 1.11 -value Insul R Htg HTM Loss Clg HTM Gain fF BtuhHN-°F W -"F/ tuh BtuhfiF Btuh Bbuhtft° Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum s 42 0.065 21.0 4.34 182 1.07 board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 30 0.020 50.0 1.33 40 1.02 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden 45 Kd wrightstoft 2018 -Mar -0801:04:26 . - Right-Suite®Universal 2018 18.0.11 RSU18166 Page 21 +` C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E weightsok Component Constructions Job: Date: Mar 01, 2018 LA UN By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com Project Information For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Construction descriptions Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" gypsum board int fnsh Floors (none) Or Area U -value ft' Btuh/ft'-'F 30 0.020 Bold/Italic values have been manually overridden Insul R Htg HTM Loss Clg HTM Gain ft'--'FBWh Btuh/11' Btuh BtuhM Btuh 50.0 1.33 40 1.02 31 wrightt soft, 2018 -Mar -08 01:04:26 Rig ht -Su ite@Universa1201818.0.11 RSU18166 Page 22 C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 60.4 -39.8 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 27 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" gypsum board int fnsh Floors (none) Or Area U -value ft' Btuh/ft'-'F 30 0.020 Bold/Italic values have been manually overridden Insul R Htg HTM Loss Clg HTM Gain ft'--'FBWh Btuh/11' Btuh BtuhM Btuh 50.0 1.33 40 1.02 31 wrightt soft, 2018 -Mar -08 01:04:26 Rig ht -Su ite@Universa1201818.0.11 RSU18166 Page 22 C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E - .. Component Constructions Job: wr11 htsQf ~ Date: Mar 01, 2018 GUEST By: David Hardcastle Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com Project• • For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Construction descriptions Or Area U -value Insul R Design Conditions Gain Location: fl' Indoor: Heating Cooling Denver Stapleton Intl AP, CO, US Btuh/W Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (°F) 3 95 Infiltration: 62 0.065 Dailyrange (°F) - 27 ( H ) Method Simplified 66 Wet bulb ('F) - 60 Construction quality Semi -tight 21.0 Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Partitions Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain fl' BWh/ff--"F ft'-°F/Bbuh BWhlW Btuh Btuh/W Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum s 60 0.065 21.0 4.34 261 1.07 64 board int fish, 2"x6" wood frm, 16" o.c. stud w 62 0.065 21.0 4.34 269 1.07 66 all 122 0.065 21.0 4.34 530 1.07 130 Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" w 8 0.320 0 21.3 171 28.4 227 gap, 1/4" thk; 50% blinds 45', medium; 50% outdoor insect screen; 1.5 ft overhang (4 It window ht, 1 ft sep.); 6.67 ft head ht U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" s 17 0.320 0 21.3 359 12.6 211 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (5.6 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 110 0.020 50.0 1.33 147 1.02 112 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden w•-ig hlnsofc' 2018 -Mar -O8 01:04:26 Right-Suite®Universa1201818.0.11 RSU18166 Page 23 *+W+^ C:\Users\Neumann\Desktop\4727 Pierce Street.rup Calc = MJ8 Building Front faces: E ♦sQf Component Constructions Job: Heating wrs9 HALL Date: By: Mar 01, 2018 David Hardcastle 70 Hardcastle Mechanical Design Inc Plan: 17-042 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Project• • For: Cormack McCoy, Macs Maintenance 4727 Pierce Street, Wheat Ridge, CO 80033 Email: macsmaintenance@comcast.net Design Conditia Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 60.4 -39.8 Dry bulb (*F) 3 95 Infiltration: Dailyrange (°F) - Wet bulb (°F) - 27 ( H ) 60 Method Simplified Wind speed (mph) 15.0 7.5 Construction quality Fireplaces Semi -tight 2 (Average) Construction descriptions or Area U -value fr Bhh/W--"F Walls 12F-Osw: Fnn wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum w 13 0.065 board int fish, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows U- 2015: 2 glazing, cir outr, argon gas, vnl frm mat, clr low -e innr, 1/2" w gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 It overhang (4 ft window ht, 1 ft sep.); 6.67 It head ht Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" gypsum board int fnsh Floors (none) 45 0.320 0.020 Bold/italic values have been manually overridden Insul R Htg HTM Loss Clg HTM Gain ft'-"FAAuh BMIP Btuh BMNF Bluh 21.0 4.34 0 21.3 50.0 1.33 56 1.07 14 171 28.4 227 60 1.02 46 wrig tsm t- 2018 -Mar -08 01:04:26 Right -Suite® Universal 2018 18.0.11 RSU18166 Page 24 + CAUserslNeumann\DesktopW727 Pierce Street.rup Calc = MJ8 Building Front faces: E i CITY OF WHEAT RIDGE i Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax IN�SPPECTIONN� NOTICE Inspection Type:����' Job Address: Permit Number: aoja� zzj,� ❑ No one available for inspection: Time 0 m ) 5(AM/I)M Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date:1 fid' M?" Inspector: 36-tJ DO NOT REMOVE THIS NOTICE Address: Complete all information can BOTH sites of this fear ash r'tv Aoew Sq. FUL.F Btu's Gallons Aa Squares Other Project Value: (Contract or the cast of all materials and labor included in the pDtirt project) Vie' e- 7 C ity o �? 'wh6atI?,jd )M UNITY Dr_ *:r r Plan # " s 12, � 5 P ermit # Address: City, State, Zip. Contractor* t C ontractors Litz License M Phone: , Sub Contractors: Electrical: rVew T ir- G C: Plumbing: Col f - cu. , WOe'k 5 Mechanical, Si(,.NATVRFI DAM -70 -70 � /�� \ � �� � tj -,j N n x N IZ41 i f INSPECTION RECORD Occupancy/Type 'V INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card'' -is posted on the building site C all y, 3:00 PM to receive Inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS J OB FOUNDATION INSPECTIONS C DATE - INSPECTOR INITIALS COMMENTS: Footings /Caissons Stemwall I (CEG) Concrete , Encased Ground Reinforcing or Monolithic Weatherproof/ French Drain Sewer Service Lines Water Service Lines' INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS POUR NO CONCRETE UNTIL ABOVE 'HAS 'BEEN SIGNED 'CONCRETE SLAB FLOOR f- Electrical (Underground) Plumbing (Underground) Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED - ROUGHS Sheathing - Lath / Wall tie Mid Roof r� Electrical Service Rough Electric Rough Plumbing r" Gas Piping Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing insulation Drywall Screw FINALS Electrical Plumbing Mechanical: Roof Building Final Fire Department R.O.W & Drainage I INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS ..Parking & Landscaping S '" "NOTE: ALL ITEMS MUST BE COMPLETED. AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. ' PI CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS 'qROM THE WEATHER ♦ i CITY OF WHEAT RIDGE 0 Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: F Job Address: odlF 5 7— Permit Number:" c.✓, ,VR")V�� E ❑ No one available for inspection: Time " 50 AM /PM F Re- Inspection required: Yes <:94? "When corrections have been made, call for re- Inspection at 303-234-5933 Date: le Inspector: DO NOT REMOVE THIS NOTICE 4' CITY OF WHEAT RIDGE (. Building Inspection Division 303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: poel Job Address/Permit Number: U7:)'7 Vi'ey r. ❑ No one available for inspection: Time ( /PM ion required: No Re-Inspect! I oes When corrections have been made, call or re- inspection 4t 303-234-5933 0 - 109 7a Inspector: 4 Date: tor: DO NOT REMOVE THIS NOTICE "1 i CITY OF WHEAT RIDGE ~Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 235-2857 Fax it K INSPECTION NOTICE i Inspection Type: /li rF' N" N)tl Job Address: 117m J P.'( rcL S Permit Number: t') f~ ❑ No one available for inspection" Time ` s AM/C " Re-Inspection required: Yes of *When corrections have been made, call fpr re-inspection at 303-234-5933 Date:' 0° 0, Inspector: r DO NOT REMOVE THIS NOTICE oFwHeyrR City of Wheat Ridge Building Division m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Inspection Line: 303-234-5933 OOCORP~O Date: Plan Permit Building Permit Application Property Address: 7a- Q; e/-c & 51- Property owner (please print): ; Sq ~o~q 5 Phone: .-a?~oq Mailing Address: (if different than property address) Address: q7)-7 10" PICe j fi City State Zip: i lh,-cIT Q dor Gd 800 3 3 Contractor: Contractor License Sub Contractors: Electrical City License Company: Phone: Plumbing City License Mechanical City License Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Construction Value: $ Description of work: (as calculated per the Building Valuation Data sheet) r C n Aoo Plan Review (due at time of submittal): $ Sq. Ft./L.Ft added: Squares BTU's Gallons Amps 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 the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNE ) (CONTRATOR) -7 PRINT NAME: SIGNATURE: c- Date: ! Bldg Valuation: xa,~,s~'-~.,~+~,.~+~'*'e"gf~ . . . . 'c~• ~ . ~ ,,..ry ....-u,~~ ~ „ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 3116 BUILDING INSPECTiON DIVISION - 235-2855 CITY QF WH£AT RIDGE Date : 5/20/96 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : FARRELL MICHAEL J Property Address : 4727 PIERCE ST Phone : 940-6263 Contractor License No. : 18505 Company : BARTELS HEATING & AIC Phone : 422-3589 OWNER/CONTRACTOR StGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby ceMry that the setbeck diatances proposed by this permd epplicetbn are aaurate, and do rrot vldate appqcable oMinanoea, rubs or roguledona of the Cily M Whast Ridge or covenaMs, e8nemeMS or reatrictions W record; Nat all measurements shOwn, end ellepationa made aro accurate; fhat 1 have read endap ree W abWe by all condidons printed on thls applicatWn, end that I aesume tull responaibii'~y for comphance wRh Me Wheat RMga Building Cade (U.B.C.) aM all Mher eppUcebla VYheat Ridge ordinances, kr work under this peimit. (OWNER)(CONTRACTOR) SI6NED Description : EVAP COOLER Ecpiredon Date : Approval : m BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : Zoning : Approval : Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical license No : Plumbing License No : Mechanical License No : Company : Company : Company : Ecpiration Date : Approval : 0 (2) (3) (Sj te) Construction Value : Permit Fee : Plan Review Fee : Use Tax: Total $37.00 $0.00 $18.60 $55.60 Expiration Date : Approval : s ~r iione setronn m rawrapaucason .nd isa ro n,a i.ws a n,s smM acaomao wd rothe zooino xatlo or enr othar~p~1oae awr~ances a ctty. wt commencetl wilhin sW (BO) Eaya hnm iaeue Ceta or (B) tlie Eulltlinp authorizaC Is suspanOed or for a fae M ona-lielt the artaunt normalb rcQWreC, provideO no chanpea Aave been or will Ee mnde in the i w ebandonmeM hes not exceeded one (1) year. If chaiqes arc mede or if euspensim a a6endonment Npe~mtt e ihe nelural flow of watx cauain e disinape probbm. rour (za) rwurs in aa.ance for an napecnais ana cnan receive wMmn epprwal on inepecuon cem nerore i aM sPedlicatlons aMll rrot be mnaVUed to ba a partnn for. nw an epproval ot, aM'vbietion aMe proviabns le w reWletlon. iief B)Mng Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUIF.DING INSPECTOR AND MAYOR CALL: 234-5833 24 HOURS PRIOR TO INSPECTION utrnrcimtN i ur ruAtdNlNG AND DEVELGFiJIENl" Buiiding Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE , WHEAT RIDGE, CO 80215 ~ _ I . M 777;7777 Property Owner :-1~UT PropertyAddress:'-~~a1 ~'ier~e Phone:q4O'~odb3 ContractorLicenseNo.: Company:l~li~f~S il-~QiI.nYJ(xYld iq-iC' Phone:4 aa~35~9 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify Mat the setback distances proposed by this pertnit application are accurata, and do not violate applipbb ordinances, ruks or regulations of the Cily of Wheat Ridge or covenants, easements or rcsMCtlons of 2wrd: that all measurements shown. antl allegatlons made are accurate; that 1 have read and agree to abide by all conditions pnnted on this applieation, and that I asaume full responsibility for eompliance with the Wheat Ridge Building Code (U.B.C.) and all other appliwbb Whea idge rdinances, for work under this perma. (OWNER)(CONTRACTOR) SIGNED ~ -11iwze~ DATE_~ Descnption oz%f~7G ~2 ~ G~ G.3v Roof : Stories : Residential Units : BUILDING DEPARTMENT USE ONLY Approval : Zoning : Approval: APProval : Occupancy : Waiis : Electncal License No : Company : , , Expiration Date : Approval : ~ 'P..f~es~t~qu(eed (p _ This perrtM was . . . ReguWtlonsenc (2) ThiBPertrritshal ' abantloneUlor a (3) If Nis pemet eq . original plans ar exceetls one (1 ~ . . (a) ~NOVrorkMeny~ (5) ~ Contracrorshall proceetliing wit} . ~ (6) e issuance ol . Th . of the buiWhg c Plumbing License No Company : Expiration Date : Approval : 2, k PI~~ReqWred _,J Construction Value : l 5 5e•OL Permit Fee : 3 7-0'z2 UseTax: TOtel MechaNcal License No : *~.Co,mpany : Expiration Date : Approval : ~ FRARM sgueE in aaoNance wiN the provisions set Mrth in yopur apphcauon antl is subjec[ to the lawa of the Sfate of Colo2tlo aaA ta the Zoning Builtling CoCe W Wheal RiCge, ColoxOO or any oNer apPl"ble ortlinances of the Ciry. ' expirc d(A the wak authonzed is not commenced wlNm sixry (60) days hom issue Aate ot (B) the builAing authonzetl is suspentletl or penoa or 1 1o aays. ires, a new permH may be acpuiretl for a/ee o/ one-half the amount normalN reQUired provitle0 no changes have been or will De maae m the I spedfications and atry Suspension or abantlonment has not exceeded one (1) year. If charges are matle or d suspension or ebantlonmem year, full teea shall be pai0 tor a new permil. nanner shall Oe tlone Natwill change the natural flow of water causing a dramage problem. noUfy the BuilEing Inspectw Nrenlydour (24) hours in atlvance for all inspecaons anC shall receive wntten approval on inspection wrtl before 5uccessrve phases o1 the job. a pertnrt or the appmval of drewings antl spetifiwUons shall not be construea ro Ee a permR for, nor an approval of. any viola0on ot the provis!. iCes or any other ortlinance. law. rule or regNadon. ChiefBuildinglnspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION 7500 WEST 29th AVENUE 237-8944 EXT. 255 P.O. BOX 638 PERMIT VALID ONLY WHEN SIGNED BY DEPARTMENT Of COMMUNITY DEVELOPMENT BUILDING INSPECTION DIVISION PERMIT N0. M911k16458 CITY OF WHEAT RIDGE, COLO. INSPECTOR JOB ADDRESS " CONTRACTOR Cm\) C-6' INC. ADDRESS ~ S2i-_2 CITY ZIP CODE _ sunr.ic t560 _ LICENSENO. LLANEOUS PERMIT \ OWNER t 11Mc~PN9C-USbt~ ADDRESS j~ Z~ c~~(~6E ~7 ~ PHONE 42~ - W S U C7 ZIP CODE ~7~-i~ CrU :ONTRACT PRICE $ Da?-D v 9 / - 1. TYPE Ground❑ Woll❑ Proisctina❑ Otnn SwDFoc~ Tofai Squon Feat . MATERIAL 2 SIGNS 3. ILIUMINAT10N Y9f0 No❑ TYOs Elect. Permif No. 4. SET BACK FROM PROPERTY UNE N_ S.__ E_ W Za»- Appr°vb, Z°^e Inspecta (Seeeifv which is front ) Q ❑ ❑ ❑ Diupproved 1. TYPE Solid~ Mon TMn BO% Op6nO MATERIAL FENCES 3 SET BACK FROM PROFERTY LINE N__ S__ (Specify whieh iatroM) ❑ ❑ IN '17~~ ~1Y I. 2. ~k7nhV E ~'~'L.. cs-nJ f OTHER 3. c.a~AfQ1lt~ ~ GrJ c~.i f-flk`"~ f'~l PLUMBING PERMIT DRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN,OR OTHER STFUCTURE, GIVihG DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INCWDED) ~ Z (~~C~ ~ , SC Y ni Y ~ w a ) ~pUSG~ W N . . N SPECIFV NORTN STREET NAME DISANCE TO ERTY LINES;ON IRREGULAR lAT5,5HOW LEAST PROPETY LINMAIN ESB NOT DIMA IMUMJOR IAVE ~EEDISTANCE.S,ANO PROP ~INS FROM ~ APPLICATION FOR PIUMBING; ELECTRICAL; MECHANICAL PERMIT PERFORM DWTNW 7HpT ~ INSPECTION DIVISION. UPON THE THE THIS APPLICATION~RMIT BECOMEEXPIREA FROM DATE OFDI95UA CE~WORKYIS NOT STARTDATION MIT ELECTRICAL PERMIT STATE LICENSE N0. AWMIINUM WIRE UNDER SIZE 8 IIIE N0. TEMPORARY METER NEW SERVICE . - AMPS CHAN6E SERVICE - AMPS LIGHTING HEATING ppWER SUB-GFCUITS UTILITY ( RANGE, DISPOSER, E FI%TURES WIRING MOTOFtS 9 CONTROL`. SIGNS ~ TRANSFORMERS d RECTFIEF ADDITION TO OLD WORK MOTORS OVER_ qEMARKS 1 hereby acknowledqe thot this applica' fion is coirect ond understand thot I eannot storf fAie projeet until thia apvli- cotion it approved. I shall comply with the lows ot Ihe S1ote of Colorado and fo the Zoninq RaQulations and Buildinp Code of tl+e City of Wl+eai Ridpe. AnY violation ot the above terms will cause immsdiote revocotion of 1his vermit. -Wp0lieaMt 9i0naron STATE LICENSE N0. WASH DRAIN SEWERS PERMIT FEE USE TAX TOTAL FEE I$ Heiph} yy Zcne_ ADMwed.Zone InsPeota MECHANICAL PER LC'KCISOrnGo4pl G RCED AIR - 8TU R WATER BTU eeu _ BTII Q NOT VALID UNLE55 ReGt ~ mm ~r~ CHIEF BUILDING IN~PECTOR,Cityaf Wheat Ridqe _ a Date Issued / Leu TAOn 80% ~ CAL1237-8944 EXT.255 24 HOURS IN ADVANCE FORINSPECTIONS ~