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HomeMy WebLinkAbout5904 W. 37th Placei CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office _:�9r INSPECTION NOTICE Inspection Type: izs i i5F Job Address: Scfot-t t„a Permit Number: 'Z.c: -z t -C ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. t Date: '�_ ! . - Inspector: z", t _z DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: (ctrl 6" Job Address: °Sgoq tv 3 7 " JVZ Permit Number: '"Z 07oo -?_ i.SQ ❑ No one available for inspection: Time�aIVI PM Re -Inspection required: Yes No } When corrections are complete, schedule re -inspection online. 13 Date: - 0 t Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:' Job Address: Permit Number: C) ❑ No one available for inspection: Time 0 G AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:' _ Job Address: Permit Number: TA � Jv� ❑ No one available for inspection: Time E �' AM/PM Re -Inspection required: Yes ,No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE Inspection Type: Job Address: Permit Number: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE J No one available for inspection: Time AM/PM Re -Inspection required: Yes No when corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE ')UC f - ) ` )`(Ips Inspection Type: JobAddress: !W�'��-, Permit Number: ) O c� L Q & ' � c, ❑ No one available for inspection.: Time p � � � `� � AM/PM 1 Re -Inspection required: Yes (No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE 5904 w 37th pl COMPLETE ENGINEERING SERVICES, INC. BUILDER: Hartwood Homes, LLC. 4134 Fenton St. Denver, CO 80212 ATTN: Mr. Brent Metz PROJECT NO: 20-11238 DATE: January 15, 2021 SUBJECT: Foundation Excavation.& Foundation Drain System and Damp Proofing Inspections LOCATION: 5904 West 37th Place, Wheat Ridge, Colorado REFERENCE: Engineer CES Project No. 20-11238 FOUNDATION EXCAVATION (OPEN HOLE) INSPECTION The foundation excavation (open hole) at the subject location was observed on December 22, 2020, to verify results of the referenced subsurface investigation report. Soils exposed indicate the foundation should be designed as outlined for continuous spread footings. I DRAIN: Interior Exterior X Both All recommendations pertaining to foundation construction contained in the referenced report should be implemented. Inspected By: J. Olsen FOUNDATION DRAIN SYSTEM AND DAMP PROOFING INSPECTION Drain system installation and foundation damp proofing at the subject location was observed on January 15, 2021, and found to be completed in substantial conformance with the referenced plans and accepted construction standards. Materials are properly placed and measurements from top of the foundation wall indicate that the drain is properly graded to a sump pit. Inspected By: J. Olsen 912 TWELFTH STREET, GOLDEN, CO 80401 303-279-6418 FAX: 303-279-9586 5904 w 37th pl. T2Structural Engineering Post Office Box 7821, Loveland, Colorado 80537 Office: (970) 663-6016 December 30, 2020 BTM 37th, LLC 4134 Fenton Street Denver, CO 80212 Footing Observation The 37th Place SFR 5904 West 37th Place Lot 2, Metz Estates Subdivision Wheatridge, CO Project Number: 20-250-31 Dear Mr. Metz: On December 22, 2020 a representative of this office visited the site referenced above to observe the footing form widths, depths, and reinforcement. The continuous and isolated footing widths and depths were in general compliance with the foundation drawing by T2 Structural Engineering, project number: 20-250, dated December 18, 2020. The dowel reinforcement was on site and the spacing will be confirmed with the foundation wall observation. Protect freshly placed concrete from temperatures that will compromise the design strength of the concrete. Concrete placement and reinforcement is to be installed in accordance with ACI 318 and IRC. Please contact this office if there are questions, or if additional information is required. Thank you for the opportunity to work with you on this project. Sincerely, P',q Susan Tagg P.E. 'v = �evv�v ; cc `v O � T Enclosures FS��'"°•' v� dg am S��NAI �� PROJECT NO.: 20-11238 Date: January 15, 2021 Page 2 of 2 Please contact us if you have questions concerning this information. ;omplet � 'uj %DiR E in eering Services, Inc., O..Fr� E. 22351 ems_ 7W , 6 A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: _�c�t�,4 L1 Permit Number: ( 'ju ❑ No one available for inspection: TimeC/J AM/PM Re -Inspection required: Yes No) When corrections are complete, schedule re -inspection online. Date:_[; �Inspector: i DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office f' INSPECTION NOTICE Inspection Type:/2sft:) I G- Job Address: oI '� ??�� 3 Permit Number: Ja��--- ❑ No one available for inspection: Time Re -Inspection required: Yes No *Whet Date AM/PM A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:`-i�%'`1 Permit Number: r ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector: t) DO NOT REMOVE THIS NOTICE City of Wheat Ridge Single Family - New PERMIT - 202002159 PERMIT NO: 202002159 ISSUED: 12/18/2020 JOB ADDRESS: 5904 W 37th Pl EXPIRES: 12/18/2021 JOB DESCRIPTION: New single family home with attached 2 car garage - 3,137 sq ft total *** CONTACTS *** OWNER BTM 37TH LLC GC (563)542-5068 BRENT METZ TYLER DIVINE 190272 HARTWOOD, LLC SUB (303)659-3143 ALEJANDRO GUERRERO 021696 RAYO ELECTRIC, INC. SUB (720)695-4256 TONY GARCIA 080073 TONY GARCIA PLUMBING SUB (303)364-8256 BRYAN & JEREMY GRAY 120139 ROAD RUNNER HVAC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 449,933.00 FEES Total Valuation 0.00 Plan Review Fee 21203.21 Use Tax 91448.59 Permit Fee 31389.55 Engin. Review Fee 150.00 ** TOTAL ** 15,191.35 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to the City. 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. 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. Prior to issuance of a CO, 1 tree(s) shall be planted within the front setback. In addition, no less than twenty-five percent (25°%) of the gross lot area and no less than one hundred percent (100°%) of the front yard shall be landscaped. No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall ve installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125°% of the cost of the installation shall be required. I, by my signatu e, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable build ng codes, and all applicable mu icipal codes, policies and procedu es, 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 conjunctton with this ermrt. I further attest that I am leggally authorized to include all entities named within this document as parties to the work to be performed and that all work to be pertormed is disclosed n this document and or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) 1. This permit was issued based on the information provided in the subectto the compliance with those documents, and all applical 2. This.permit shall expire 365 days after the date of.issuance rega received prior to the date of expiration. An extension of no more Officlal and may be subiect to a fee equal to one-half of the one 3. dtober any new Date rmit application and accompanying plans and specifications and is statutes, ordinances, regulations, policies and procedures. ss of activity. Requests for extension must be made in writing and an 180 days made be granted at the discretion of the Chief Building 1 ermitfee. If of a new permit shall be subject to the standard Re -issuance or extension of expired permits is at the sole discretion of the unlet bunging utnciai ano is not guarantees. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.co. us To: CommDev Perm is Subject: Online Form Submittal: New Residential Construction Date: Tuesday, October 20, 2020 12:57:49 PM New Residential Construction THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 5904 W 37th Place Property Owner Name BTM 37th LLC Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" 563-542-5068 brent@hartwoodhome.com Xerox Scan 10132020133924.Ddf APPLICANT INFORMATION Applicant Name Brent Metz What Is your role In the Property Owner, General Contractor project? Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contact Phone Number (enter WITH dashes, eg 303-123-4567) 190272 563-542-5068 Contact Email Address Brent@hartwoodhome.com for Plan Review Comments Retype Contact Email Brent@hartwoodhome.com Address DESCRIPTION OF WORK Detailed Scope of New SFR with 2 car attached garage. Work - Example: New single family home with 2 car attached garage Square Footage of New Construction Upload Proof of Submission to Water Department Upload Proof of Submission to Sanitation Department 3137 5904 W37th-Man JD-Lower-2020-10-19.Ddf Upload Soils Report 5904 W. 37th PI. S1.odf Engineering Letters and Other Letter Size Attachments Energy Calcs Construction Plans scanned on 11'x17" or larger 5904 W37th-Man JD-Upper-2020-10-19.odf Project Value (contract 400000 value or cost of ALL materials and labor) 1st and 2nd Floor: 1,541 sf + 1596sf = 3137sf (x) $122.46 = $384,157 Basement (finished): 1,010sf (x) $32.50 = $32,825 Basement (unfinished): 333sf (x) $22.45 = $7,476 Garage: 515sf (x) $48.30 = $24,875 Total: $449_333 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Brent Metz Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. Permit may be issued; approved with conditions (refer to attached) David F. Brossman, Development Review Engineer, 12/08/2020. Prior to issuance of the C.O. a Grading Certification Letter accompanied by an ILC shall be required from the Engineer of Record certifying that the final grading has been completed and is in general Conformance with the approved Grading Plan, and that the drainage shall function per the Final Drainage Report/Plan. „ ' City of Wh6atP4dcxc 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 (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist forthe 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 Date; �y 4 Z�o7/ v agency will not be accepted or processed. Cu u Project Address: (4 1 3 7�ra f� Name of Firm/Individual submitting documents: t+0-/�✓Eo!iJ64 � t� � ` � t^ "W / Project Type/Description: �� F � ` C t 5 tl, � ' —,, ^ i I �— Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY William P. Willis * inalcated below, and do, by my signature bI and approval of the project indicated above. Agency represented. (Please check one) o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water , am a duly authorized representative of the agency Wedge receipt of documents necessary for review 3 Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Agency Notes: Must meet all District requirements and standards including previous coordination and correspondence. Proper connection fees and observation must take place. * Signature: Date: 10-19-20 (AgencyRepresentative) * District's Consulting Engineer city or " WhcatNiddgc CITY OF WHEAT RIDGE BUILDING AND INSPLCTION 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 (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submttal 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 Date: agency will not be accepted or processed. _ � � � %i� 2q� L1 I q ? � f//� Project Address: / Q l l J J 7P Y` Y (o`= (,e Name of Firm/Individual submitting documents: 4'r-/ ✓V� 'AJO`J Project Type/Description: Nl e t- . S F H F $ I -r-t L Signature of Firm Representative or Individual: and approval of th4roject indicated above. Agency represented: (Please check one) CWheat Ridge Water District onsolidated Mutual Water District o Valley Water District o Denver Water THIS POINT - am a duly authorized representative of the agency wledge receipt of documents necessary for review o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Wastridge Sanitation District o Other Agency Notes: ince h t Sign re: 21 ate: �Eyz � gen epr to e) ((�� 'D-1 SOL,," �,, /, .�GeL�" City of Wh6atf).,adlge COMMUNI DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & sighed be the ELECTRICAL SL -BC ONTRACTOR Performing electrical cork on site. Subcontractor's insurance aitd license must be up to elate prior to permit issuance. Project :Address: _ �-1 D (A OF ✓ ' x2- U3 3 �+t- GeneralContractor: >E'CI�ZIt/I �3T�I,L. 1\�(�T I3� �C'C'�P"I'E13 �6'I'I'k� I47���I1�dG �IiTE�RIVT�TI{71V Cotnpany'Name:_2CA EL rrC Contact Phone «'heat Ridge C.ontrractorLicense =:�- :1 (required field) State License t?:i _ `�� 6 Master License #: Q0 �---4 -3 0 15 LI t)dro ctieV Y-erO PrintedTante of autim:n• zed Agent Signattfre o€Authorized Agent Date City of Wh6at COMMUNITY w t DEVELOPMENT SUBCONTRACTOR AUTHOPJZATION FORM Plumbing Subcontractor This form must be completed & signed by the PLUMBING SUBCONTRACTOR performin work on site. Subcontractor's insurance and lc plumbing must be p to date prior to permit issuance. Project Address: —S�i6 � -� ar,) -3.V` General Contractor: �- �sorr� U (.. Company Name: � r �� , �� � -6 — k, �J—Contact Phone • —zo sa \g TA Wheat Ridge Con tractor License #: r�rr �3 ---____,(t•equired field) State License #: � q t Gj Master License #: i 2 �j �- + IP J., V,r�rri (.)lova Printo tvame of Aurn0rized Agent S�gnatt ofAuthor'.e gent i�411 Date I%. � A City of Wh6,atR,,1.d_PrC COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: General Contractor. Electrical Sub -Contractor Permit Company Name: Phone State License #: Master #: Wheat Ridge License #: (required Geld) Signature of Authorized Agent Date Plumbing Sub -Contractor Company Name: Phone #: State License Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Mechanical Contractor Date Company Name VOA ASA& Phone: V3-364'S-..)S(� Wheat Ridge License #: 1201301 (required field) 41 c�<-)y--p - 2 3 - l Signature of uthorized Agent Date RESIDENTIAL Address: 5904 W 37th PI Lot Size: 10,175 Property in the flood plain? No Subdivision: METZ ESTATES Related Cases: MS -19-03 Permit- Plan Review Worksheet Zoning: R-1 C sq. ft. Lot Width: 50 ft. Rev. 09/2017 If yes, notify PW Floodplain Administrator and add surveying condition FLD Any conflict? (Y/N) Type of project (applicable survey conditions in parenthesis): Maximum Lot Coverage: 40 % 4,070 sq. ft. Existing Improvements (footprints): House: Vacant sq. ft. Shed: sq. ft. Detached garage: sq ft. Other: sq. ft. Total Existing 0 sq. ft Lot Coverage 0 % Proposed Improvements (footprints): House/addition: 2,387 sq. ft. Shed: sq. ft Detached Garage: sq. ft. Other: sq. ft. Proposed+Existing 2,387 Lot Coverage 23.5 N W E S Required Setbacks: FR 20' S 5' S 5' R 5' sq. ft Provided Setbacks: FR -25' S -5' S -5' R "105' For additions or new construction, is the structure within 2 feet of minimum setbacks? Y If yes, add surveying condition FND. Maximum Height: 35 ft. Maximum Size: sq. ft. Proposed Height: 27.75(tallest) ft. Proposed Size: sq. ft. Does the bulk plane apply? (Y/N) Y If yes, does it meet on all sides (Y/N): FR Y S Y S Y R Y (See 26-642 and 26-120.C.1 - applies to all single-family structures (new, addition, accessory) in R-1 C and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? Y If yes, have parkland dedication fees already been paid (eg with a previous land use approval)? Y 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 — existing floor area ) / existing floor area = °% increase If any box above is checked... For SF/DUPLEX-Is there existing ❑ Curb ❑ Gutter L]5 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. SIA conditions apply. 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. Access Conditions (apply to all new driveways, garages, additions, or new homes/units) ® 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. U 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) Q9 For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Frontage of lot 50' -width of driveway 18' ) /70— 1 (round up for required trees) Street trees required: 1 Street trees provided: 7 ® 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. U 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. ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL Projects are Subject to Field Inspections SUBSURFACE INVESTIGATION AND ENGINEERING ANALYSIS PROPOSED SINGLE FAMILY RESIDENCE 5904 West 37th Place Wheat Ridge, Colorado Prepared For: Hartwood Homes, LLC. 4134 Fenton St. Denver, CO 80212 Attention: Mr. Brent Metz City of VV heat Td COMMUNITY UEVElUI'MEN APPROVED Reviewed for Code Compliane., Randy Slusser 11/06/2020 Plans Exannitc, Date Validity of permit: Tire issue au of a permit or Wrowl of pions specocatt m and compurations shall not be o permit1br, or an approwof of ony wvlotion to any of the provisions of rhe burdd/ng code or of aW City ordiamces. Permits presuming to gfw outhwrtty to vwole or camel the pfwisions of the fudov Colles or other ordtndroM of the City shoes not be valid Project Number: 20-11238 March 13, 2020 912 TWELFTH STREET, GOLDEN, CO 80401 303 279-6418 FAX 303-279-9586 TABLE OF CONTENTS SCOPE.................................................................1 PROPOSED CONSTRUCTION................................................1 SITECONDITIONS......................................................1 SUBSURFACE CONDITIONS................................................2 FOUNDATION DESIGN SPECIFICATIONS.....................................3 DRAIN SYSTEMS........................................................4 FOUNDATION BACKFILL...................................................4 INTERIOR FLOOR SLAB CONSTRUCTION.....................................5 LAWN AND LANDSCAPE IRRIGATION........................................6 INSPECTION AND CONSULTATION..........................................7 FIGURES TEST HOLE LOCATION PLAN.......................................FIGURE 1 TESTH0LE L 0 G . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '. . . . . . . . . . . . . . . . . . . . . 2 SWELL—CONSOLIDATION TEST RESULTS.....................................3 DRAIN SYSTEM DETAIL..................................................4 WINDOW WELL DETAIL...................................................5 City of Wheat Ridge Building Division PROJECT NO. 20-11238 March 13, 2020 Page 1 of 7 SCOPE A geotechnical and geological engineering investigation was conducted at 5904 West 37th Place, Wheat Ridge, Colorado, to determine foundation design specifications and basement floor system recommendations, for a proposed 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. \1 I Conclusions and recommendations presented are based on results of a field and laboratory investigation, other investigations conducted by this firm on adjacent and nearby lots, and experience with similar projects and conditions. PROPOSED CONSTRUCTION One single family residence will be constructed on the lot. The structure will be three stories with a full -depth basement. A wood frame superstructure will be supported by a reinforced concrete foundation. SITE CONDITIONS The site is in a fully developed residential subdivision in Wheat Ridge, Colorado. A single family residence has been razed and removed. The surface in the general vicinity slopes to the north at gentle grades. The surface within this lot is relatively flat. Vegetation was removed during demolition procedures. There are no apparent geologic hazards that should affect the proposed construction. City of Wheat Ridge Building Division PROJECT NO. 20-11238 March 13, 2020 Page 2 of 7 SUBSURFACE CONDITIONS Subsurface conditions were investigated by drilling one foundation design test hole as close as practical to an 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 30 feet below existing grade and samples were taken at various intervals based on anticipated foundation bearing depths and materials encountered. The 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. The test hole encountered three feet of clayey fill over 17 feet of fine- grained, clayey sand overlaying claystone bedrock. Detailed soil descriptions are shown on Figure 2. Bedrock is present at approximately 20 feet below existing grade. Bedrock consisted of a sandy, firm to hard claystone 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 sandstones, claystones, siltstones, shales and conglomerates. Bedrock will not affect foundation design or performance due to soil thickness. Detailed bedrock descriptions are shown on Figure 2. One representative soil sample from a depth of six feet below existing grade was tested to determine swell -consolidation potential. Test results indicate the soils encountered have low consolidation potential. The soil sample consolidated between 0.6'percent when saturated under a constant load of 1000 psf. Detailed swell -consolidation test results are presented in Figure 3. City of Wheat Ridge Building Division PROJECT NO. 20-11238 March 13, 2020 Page 3 of 7 Groundwater was encountered at a depth of 21 feet below existing grade during drilling operations. Free groundwater was present at a depth of 16 feet below existing grade when checked seven days after drilling. Groundwater appears to be in a localized perched water table on -top of the claystone bedrock. Due to the geologic and topographic location of the site, it is unlikely that groundwater will affect the residence during or after construction. Groundwater conditions can be better evaluated during construction by observing the foundation excavation. FOUNDATION DESIGN SPECIFICATIONS The foundation can be supported on continuous spread footings and isolated pads designed for a maximum contact pressure of 2000 psf. Maximum contact pressure shall be calculated using full dead load plus full live load. Footings shall be constructed on relatively undisturbed native soil 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 and other walls retaining soil that are restrained at the top shall be designed to withstand an at -rest lateral earth pressure of 45 lb/cu-ft/ft. Walls retaining soil that are not restrained at the top shall be designed using an active equivalent fluid pressure of 30 pcf/ft. A pull-out friction coefficient of 0.8 shall be used for soil retaining structures using geotextiles as reinforcement. An equivalent fluid pressure of 290 pcf/ft shall be used for passive lateral soil pressures. Concrete -to -soil friction coefficient shall be 0.4. City of Wheat Ridge Building Division PROJECT NO. 20-11238 March 13, 2020 Page 4 of 7 DRAIN SYSTEMS A drain system shall be constructed around the exterior basement foundation perimeter. The drain system shall be constructed in. compliance with details shown in Figure 4, Drain System Detail, and shall be graded to a sump pit with an automatic pump. The pump shall discharge to the ground surface a minimum of 10 feet from the structure. Bottom of the sump should be above the seasonal high water level for normal -depth basement construction. Particular attention shall be given to placing polyethylene along the bottom of the exterior drain and up the foundation wall and to proper grading of drain pipes. Improper grading, such as high or low spots in the drain pipes, could result in damage to the foundation and superstructure by overwetting of foundation bearing soils. Window well drains shall be constructed in conformance with specifications contained in Figure 5, Window Well Details, and connected to the foundation drain system. FOUNDATION BACKFILL Backfill placed against foundation walls shall 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 a minimum of seven days old prior to backfilling. Walls should be backfilled on both sides simultaneously. Controlled puddling shall not be __-- The _-- 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 City of Wheat Ridge Building Division PROJECT NO. 20-11238 March 13, 2020 Page 5 of 7 periodically inspect the surface around the foundation to locate and correct grading problems that may occur due to normal foundation backfill settlement. INTERIOR FLOOR SLAB CONSTRUCTION The builder and/or owner should be aware that concrete floor slabs placed on native soil or bedrock may move if support materials become wet.' Construction of a suspended floor over crawl space is one means of minimizing risk that slab movement will,occur. Expansion potential of soils at, and below, interior floor bearing elevation indicates there is a low risk of significant floor slab movement. Procedures that will help improve slab performance, minimize potential for movement, and help prevent damage, if some risk of movement can be tolerated, are: 1. Subgrade should be prepared based on the soil type encountered. Granular soils should be wetted and thoroughly compacted prior to slab placement. Expansive materials should not be compacted more than necessary during excavation and construction. Clays and silts should not be allowed to dry excessively. The surface should be thoroughly wetted 24 hours prior to slab placement. 2. Concrete slabs should be reinforced with steel mesh and should be separated from all bearing members and.utilities to allow independent movement i.e., a "floating slab"). t 3. Joints should be scored in the slab at maximum 200 -square -foot areas. 4. A minimum void space of one -and -one-half inches should be con- structed above or below any nonbearing partition walls. In finished areas, any furring strips, drywall, paneling, etc., should stop a minimum of two inches above the floor. 5. Water pipes should not be placed under the floor slab if hot water is used. A flexible connection should be used to allow some movement between the furnace and the heating ducts if forced -air heating is us ed. City of Wheat Ridge Building Division PROJECT NO. 20-11238 March 13, 2020 Page 6 of 7 6. Flexible connections should be used on all mechanical systems placed on floor slabs. All plumbing which extends below floor slabs -should have flexible connections and allowance for movement with the slab. 7. Foundation drain systems and landscaping should be completed in strict compliance with specifications contained herein to help prevent wetting of slab support soils. LAWN AND LANDSCAPE IRRIGATION Lawn and landscaping irrigation shall be controlled to prevent additional wetting of subsoils. Automatic sprinkling systems shall 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. 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. City of Wheat Ridge Building Division PROJECT NO. 20-11238 'March 13, 2020 Page 7 of 7 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 ensure compliance with these recommendations and engineered foundation plans. 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. City of Wheat Ridge Building Division TEST HOLE LOCATION PLAN � 5904 BEST 37TH PLACE WHEAT RIDGE , COLORADO WEST 37TH PLACE _ PROPOSED SINGLE—FAMILY I RESIDENCE I TH-1 • EXPLANATION 10TH -1 FOUNDATION DESIGN TEST HOLE 20 20 Test holes . are located using taping and map SCALE: 1 " = 20' measurement. Locations should be considered BUILDING LOCATIONS accurate only to the degree implied by the ARE APPROXIMATE method used. PROJECT N0, 20-11238 COMPLETE ENGINEERING SERVICES FIGURE 1 City of Wheat Ridge Building Division TEST HOLE LOG TH-1 0 — .t. •4,•�, ]10/12 5 — ■ ■ •'w 7/12 S—C —0.6% •ti •: •" 13/12 10 14/12 15 — 7 �...�; Oa — 20 =128/12 — 25- 30- 5-30 50/9 EXPLANATION: }� SAND; fine grained, clayey, minor calcerous mottling, loose to medium dense, moist, brown CLAYSTONE; sandy, fine grained sand, laminarly bedded, hard, moist, brown to grey Indicates location of standard penetration test. Indicates 13 blows with a 140 pound hammer 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. Indicates depth to water measured at given number of days after drilling. r� ,PROJECT N0. 20-11238 COMPLETE ENGINEERING SERVICES FIGURE 2 City of Wheat Ridge Building Division 3 z 2 0 us z CL 1 x W 0 be 1 pj z 0 F 0 3 0 Cn 0 4 0 0 SWELL- CONSOLIDATION TEST RESULTS MOISTURE, CONTENT: 20.6% UNIT DRY WEIGHT: 104.4 pcf DESCRIPTION: Very clayey sand, brown FROM: TH-1 AT 6 FEET CONSOL UNDER CONSTANT PRESSURE DUE TO WETTING 1.0 10' APPLIED PRESSURE (ksf) easi PROJECT N0. L 20-11238 COMPLETE ENGINEERING SERVICES 100 FIGURE 3 City of Wheat Ridge Building Division DRAIN SYSTEM DETAIL FLOOR SYSTEM FOUNDATION WALL EXPANSION JOINT FLOOR SYSTEM + 5 MIL POLYETHYLENE MINIMUM 4" CLEAN GRAVEL (MINUS 3/4") a r FOOTING , , •° MINIMUM 8" CLEAN GRAVEL (MINUS 3/4") 3" DIAMETER PERFORATED PIPE MINIMUM SLOPE 1/8" PER FOOT. DISCHARGE TO SUMP WITH AUTOMATIC PUMP OR GRAVITY OUTFALL. II�� 10 0 3 i BACKFILL } 1 t FINAL GRADE COVER WITH +5 MILL PLASTIC AND DECORATIVE GRAVEL FOUNDATION EXCAVATION =a + 5 MIL POLYETHYLENE GLUED TO WALL AND EXTENDED ALONG BOTTOM , OF EXCAVATION .g�aa°.sa�o'�.•a. � •a�4••�o•aoQua�. U .. • w aQ U a o fl D- 3 is . MIRAFI 140N FILTER FABRIC OR EQUIV. 45 DEG. MAX. eAmp=,.,& AR Alw* PROJECT N0. � 20-11238 COMPLETE ENGINEERING SERVICES FIGURE 4 city of Wheat Ridge Building Division WINDOW WELL DETAIL NOTE: HARDSCAPED WINDOW WELL CANNOT BE CONNECTED TO PERIMETER FOUNDATION DRAIN. FLOOR SYSTEM EGRESS WINDOW MIN 3" CLEAN GRAVEL COMPACTED EARTH - MIN 10% SLOPE FOUNDATION WALL EXPANSION JOINT FLOOR SYSTEM PROJECT NO. 20-11238 EXTERIOR PERIMETER DRAIN. RE: FIG. 5 DEPTH OF WINDOW WELL VARIES WITH WINDOW ELEVATION AND GRADE WINDOW WELL 10 EMERGENCY LADDER COMPACTED EARTH OVERFLOW WINDOW DRAIN CONNECTED TO PERIMETER FOUNDATION DRAIN INLET SHALL BE MIN 6" ABOVE COMPACTED SOIL AND COVERED WITH A GRATE OR SCREEN COMPLETE ENGINEERING SERVICES FIGURE 5 City of Wheat Ridge Building Division 21� 79a2 a 59n W 37.1, Gas 'T So \96 f tee 60 �,,, kl 0 vakl \ I1 tv� ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL Projects are Subject to Field Inspections .E P. City of COMMW heat Budge UNITY DEVELOPMENT APPROVED Reviewed for Cade CorroBanee Randy Slusser 11/20/2020 Plans Examiner Date yeYexv A xsmE: rM isswsxe o/epermgw opwowl ojpbm spetlJAatbro mOconPUNt�wu sM1VN rrw h a P�tM• w an oppww q! ary mronm m wry el M¢ wovlslnru of Me aupMg wde Or PJW' CITY wJlmk'<f. Pormb presuming to gM oudwrlry to NPIaIE w towel Hu pwWw oJtM guEStq cod" wmffool 4wivs P/Me CRY~ wtwwA Basement ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL Projects are Subject to Field Inspections City of COW heat p,idg+e MMUNITY DEVELOPMENT APPROVED Reviewed for Code Complianee Randy Slusser 11/20/2020 Plans Examiner Date Validity of oerma: The issoar" of o pmmtt or opprowJ ofpAwu specr/Jmaom and cvmpuroMm shop not be o permitfor, or on opproyof of, ory nolohon to any of the prowsbns of the trurddrng code or of oW City orO mwes. permits presurmng to g+ye outhmrty to WoloW or emxel the prombos of tae OW" codes or othtr ordlnooces of dw CRY shoo not be yeod Job #: 5904 W 37th Place Energy Innovations LLC Scale: 1 : 102 Performed by Max Nuttelman for: Page 1 Brent Metz Right-SuiteOO Universal 2019 19.0.12 RSU20087 Phone: 720.281 .4554 2020 -Oct -19 13:18:12 www.eiboulder.com max0eiboulder.com ...04 W 37th—Man J&D_2020-09-17 N First Floor <_®-10 x 4 I_ 65 cfm 1®4 L 211 ---� 49cfm 10x4 CLOSET 49 cfm OFFICE POWDER RM T 14x8 'A 10 x4 130cfm�--------- n 65 cfm--------- LJ 14x8 ENTRY/HAI 10 K4 214 cfm 10 K4 T 80 cfm 49 cfm L- 14x10 3070M 10x2 21 cfm LIVING ROOM 2 -CAR GARAGE 10x4 10x4 93 cfm 93 cfm 10x4 120 cfm City of Wheat Ridge Building Division Job #: 5904 W 37th Place Energy Innovations LLC Scale: 1 : 102 Performed by Max Nuttelman for: Page 2 Brent Metz Right-SuiteOO Universal 2019 19.0.12 RSU20087 Phone: 720.281 .4554 2020 -Oct -19 13:18:14 www.eiboulder.com max0eiboulder.com ...04 W 37th—Man J&D_2020-09-17.rup Second Floor Job #: 5904 W 37th Place Energy Innovations LLC Performed by Max Nuttelman for: Brent Metz Phone: 720.281.4554 www.eiboulder.com maxt7aeiboulder.com City of Wheat Ridge Building Division Scale: 1 : 125 Page 1 Right -Suite@ Universal 2019 19.0.12 RSU20087 2020 -Oct -19 13:07:38 .04 W 37th_Man AD_2020-09-17.rup W 'S-7fj~ Ecce IV 00v A ell zF Lao r=t —/ Cc.. �d t I z i I I k`a—S.,rc 1 I jCLTCt-C� rr ( 3" rIr j0.cl�-PG Z 1 1 31r 1 OG SCsv.enT l}�l p ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL Projects are Subject to Field Inspections n1 ve Z�r aT- UkrSf Q-tf,'T /' / r f• _ (9 ue3r Muse 3 II 4 3 ♦I I♦ City of ' W heatR�dge CoMMUNI1Y DEVI LUPMEW APPROVED Reviewed for Code Comolianee Randy Slusser 11/06/2020 Plans Examiner Date Will ft, o/opwmRw grpowlaJykns tq[flvaMb wbmnyubMmaM1aNrot MaOaml(w wm eppwW oj, wry mlMm b anY vlrk wowalma yMe OwAAn9.roew a7vll M'wEw,tee. hrmM pnarmng M gM ou Manry ro MabM w aroel Ilse pw+Lau of IM Iv W Yp Mdb w oII.II pWMbw1 W be Ury aI wN rot M Ia W. EI N OVAERGY ONS Project Summary LowerAH Energy Innovations LLC Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eiboulder.com For Notes: Brent Metz Job: 5904 W 37th Place Date: October 19, 2020 By: Max Nuttelman Weather: Boulder, CO, US Winter Design Conditions Summer Design Conditions Outside db 0 OF Outside db 91 OF Inside db 70 OF Inside db 75 OF Design TD 70 OF Design TD 16 OF Daily range H Relative humidity 50 % Moisture difference -39 gr/Ib Heating Summary Structure 26980 Btuh Ducts 0 Btuh Central vent (SER=65% 45 cfm) 997 Btuh Heat recovery Humidification 2556 Btuh Piping 0 Btuh Equipment load 30533 Btuh Infiltration Method Construction quality Fireplaces Sensible Cooling Equipment Load Sizing Structure 14877 Btuh Ducts 0 Btuh Central vent (SER=65% 45 cfm) 228 Btuh Heat recovery Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 15105 Btuh Simplified Latent Cooling Equipment Load Sizing Semi -tight 1 (Tight) Structure -477 Btuh Ducts 0 Btuh Central vent (45 cfm) -981 Btuh Heating Cooling Area (ft2) 3027 3027 Volume (ft3) 20432 20432 Air changes/hour 0.17 0.09 Equiv. AVF (cfm) 59 31 Heating Equipment Summary Total cooling Make Carrier cfm Trade Carrier Performance 95 Single-... 0.030 Model 59SP5A040E 17--12 Air flow factor AHRI ref 0 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat ACCA Heat recovery Equipment latent load 0 Btuh Equipment Total Load (Sen+Lat) 15105 Btuh Req. total capacity at 0.85 SHR 1.5 ton Cooling Equipment Summary Make Carrier Trade CARRIER Cond 24ACC418AO0300 Coil CNPVP2417ALA+59SP5A040E17--12 AHRI ref 9475983 96.5AFUE Efficiency 40000 Btuh Sensible cooling 31200 Btuh Latent cooling 43 OF Total cooling 800 cfm Actual air flow 0.030 cfm/Btuh Air flow factor 6`' City of Wheatdge COMMUNITY DEVELOPMENT APPROVED 0.80 in H2O Static pressure Reviewed for CodeCorrofiance Load sensible heat ra Randy Slusser 11/20/2020 Plans Examiner Date VNidhr of oe mit The isnanse o/ o permit w *prawl of pkns wecp/ anm oW c purotlow shop not be a permit for or en opproeof of, wry wotobon Eo ermits Calculations approved b ACCA to meet all requirements of MC ore o ngthe ghvosa�Meto WodM9 coaewoIthepf OW ry dolpofm uww pp Y q oesum,np ro proe outhortry to a mere! fere prwislwls of me IitrMQlrrp oda or other oranoabes o/ the City shoo not be vab4 wrightsoit Right -Suite® Universal 2019 19.0.12 RSU20087 ...\5904 W 37th\5904 W 37th—Man J&D_2020-09-17.rup Calc = MJ8 Front Door faces: N Page 1 EENERGY AED Assessment � INNOVATIONS LowerAH Energy Innovations LLC Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eiboulder.com For: Brent Metz Design Conditions Location: Indoor: Boulder, CO, US Indoor temperature (°F) Elevation: 5484 ft Design TD (°F) Latitude: 40°N Relative humidity (%) Outdoor: Heating Cooling Moisture difference (gr/Ib) Dry bulb (°F) 0 91 Infiltration: Daily range (°F) - 27 ( H ) Wet bulb (°F) - 59 Wind speed (mph) 15.0 7.5 Hourly Glazing Load Job: 5904 W 37th Place Date: October 19, 2020 By: Max Nuttelman Heating 70 70 30 34.7 Hour of Day / Hourly 1-f Maximum hourly glazing load exceeds average by 37.5%. Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 543 Btuh (PFG - 1.3*AFG) Cooling 75 16 50 -39.0 City of Wheat Ridge wrightsc2ft® 2020 -Oct -19 13:18:05 k Right -Suite® Universal 2019 19.0.12 RSU20087 Building PjNjsion ACCP. ... \5904 W37th\5904 W 37th—Man J&D_2020-09-17.rup Calc = MJ8 Front Door faces: N EENERGY Building Analysis � INNOVATIONS LowerAH Energy Innovations LLC Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eiboulder.com For: Brent Metz Job: 5904 W 37th Place Date: October 19, 2020 By: Max Nuttelman Location: Btuh/ft2 Indoor: Heating Cooling Boulder, CO, US 12759 Indoor temperature (°F) 70 75 Elevation: 5484 ft 26.8 Design TD (°F) 70 16 Latitude: 40°N Ceilings Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 34.7 -39.0 Dry bulb (°F) 0 91 Infiltration: Ducts Daily range (°F) - 27 ( H ) Method Simplified 0 Wet bulb (°F) - 59 Construction quality Semi -tight 8.4 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Adjustments Component Btuh/ft2 Btuh % of load Walls 3.6 12759 41.8 Glazing 21.0 8186 26.8 Doors 0 0 0 Ceilings 1.8 184 0.6 Floors 1.4 2119 6.9 Infiltration 1.9 3732 12.2 Ducts 0 0 Piping 0 0 Humidification 2556 8.4 Ventilation 997 3.3 Adjustments 0 Total 1 30533 1 100.0 fffffffffffff■ Component Btuh/ft2 Btuh % of load Walls 0.5 1832 12.1 Glazing 21.5 8381 55.5 Doors 0 0 0 Ceilings 0.8 86 0.6 Floors 0 0 0 Infiltration 0.2 449 3.0 Ducts 0 0 Ventilation 228 1.5 Internal gains 4130 27.3 Blower 0 0 Adjustments 0 Total 1 1 151051 100.0 Latent Cooling Load = 0 Btuh Overall U -value = 0.058 Btuh/ft2-°F Data entries checked. w Glazii.� idification Ventilation Other Glazing Gains ration r City of Wheat Ridge I� wrightsoft Right -Suite® Universal 2019 19.0.12 RSU20087 2 tSUllginglyivisjon 14CCA ...\5904 W 37th\5904 W 37th—Man J&D_2020-09-17.rup Calc = MJ8 Front Door faces: N age EENERGY Component Constructions � INNOVATIONS LowerAH Energy Innovations LLC Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eiboulder.com For: Brent Metz Job: 5904 W 37th Place Date: October 19, 2020 By: Max Nuttelman Heating 70 70 30 34.7 Simplified Semi -tight 1 (Tight) Cooling 75 16 50 -39.0 Construction descriptions Or Area LI -value Insul R Htg HTM Loss Clg HTM Gain ft2 Btuh/ft2-°F ft2-°F/Btuh Btuh/ft2 Btu Btuh/ft2 Btu Walls 151319-0wc-8: Bg wall, heavy dry or light damp soil, 2"x6" wood int firm, n concrete wall, r-19 cav ins, 8" thk, 1/2" gypsum board int fnsh e s w all R20 BC: Firm wall, wood ext, 1/2" wood shth, r-20 cav ins, 1/2" gypsum in board int fnsh, 2"x6" wood firm e s w all Partitions R20 BC: Firm wall, wood ext, 1/2" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood firm Windows U30 S30: double pane low -e typical; 6.67 ft head ht n e w w all U30 S30: double pane low -e typical; 2 ft overhang (8 ft window ht, 2.4 n ft sep.); 6.67 ft head ht U30 S30: double pane low -e typical; 2 ft overhang (8 ft window ht, 1.2 e ft sep.); 6.67 ft head ht U30 S30: double pane low -e typical; 13 ft overhang (8 ft window ht, 1 ft s sep.); 6.67 ft head ht U30 S30: double pane low -e typical; 14 ft overhang (8 ft window ht, 1 ft s sep.); 6.67 ft head ht Doors (none) 345 Design Conditions Location: 1106 Indoor: Boulder, CO, US 565 Indoor temperature (°F) Elevation: 5484 ft 3.21 Design TD (°F) Latitude: 40°N 63 Relative humidity (%) Outdoor: Heating Cooling Moisture difference (gr/Ib) Dry bulb (°F) 0 91 Infiltration: Daily range (°F) - 27 ( H ) Method Wet bulb (°F) - 59 Construction quality Wind speed (mph) 15.0 7.5 Fireplaces Job: 5904 W 37th Place Date: October 19, 2020 By: Max Nuttelman Heating 70 70 30 34.7 Simplified Semi -tight 1 (Tight) Cooling 75 16 50 -39.0 Construction descriptions Or Area LI -value Insul R Htg HTM Loss Clg HTM Gain ft2 Btuh/ft2-°F ft2-°F/Btuh Btuh/ft2 Btu Btuh/ft2 Btu Walls 151319-0wc-8: Bg wall, heavy dry or light damp soil, 2"x6" wood int firm, n concrete wall, r-19 cav ins, 8" thk, 1/2" gypsum board int fnsh e s w all R20 BC: Firm wall, wood ext, 1/2" wood shth, r-20 cav ins, 1/2" gypsum in board int fnsh, 2"x6" wood firm e s w all Partitions R20 BC: Firm wall, wood ext, 1/2" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood firm Windows U30 S30: double pane low -e typical; 6.67 ft head ht n e w w all U30 S30: double pane low -e typical; 2 ft overhang (8 ft window ht, 2.4 n ft sep.); 6.67 ft head ht U30 S30: double pane low -e typical; 2 ft overhang (8 ft window ht, 1.2 e ft sep.); 6.67 ft head ht U30 S30: double pane low -e typical; 13 ft overhang (8 ft window ht, 1 ft s sep.); 6.67 ft head ht U30 S30: double pane low -e typical; 14 ft overhang (8 ft window ht, 1 ft s sep.); 6.67 ft head ht Doors (none) 345 0.040 19.0 3.21 1106 0.11 39 565 0.040 19.0 3.21 1811 0.11 63 345 0.040 19.0 3.21 1106 0.11 39 533 0.040 19.0 3.11 1657 0.08 45 1788 0.040 19.0 3.18 5680 0.10 186 123 0.058 20.0 4.08 502 1.11 136 596 0.058 20.0 4.08 2432 1.11 660 257 0.058 20.0 4.08 1047 1.11 284 282 0.058 20.0 4.08 1150 1.11 312 1258 0.058 20.0 4.08 5132 1.11 1393 477 0.058 20.0 4.08 1947 0.53 253 28 0.300 0 21.0 588 10.6 297 34 0.300 0 21.0 704 33.1 1109 32 0.300 0 21.0 672 33.1 1059 80 0.300 0 21.0 1686 33.1 2658 174 0.300 0 21.0 3650 29.5 5123 56 0.300 0 21.0 1176 10.6 593 20 0.300 0 21.0 420 31.9 638 64 0.300 0 21.0 1344 10.6 678 76 0.300 0 21.0 1596 10.6 805 City of Wheat Ridge W rlight60ft® 2020 -Oct -19 13:18:05 Right -Suite® Universal 2019 19.0.12 RSU20087 BuildinlQjyjision Za ...\5904 W 37th\5904 W 37th_Man J&D_2020-09-17.rup Calc = MJ8 Front Door faces: N Ceilings R49 flat Floors 21A -32t: Bg floor, heavy dry or light damp soil, 8' depth 105 0.025 49.0 1514 0.020 0 1.76 184 0.82 86 1.40 2119 0 0 City of Wheat Rod 41- wrightsoR" 2020 - Oct -1913-1a 05 Right suite® universal 201919-0-12RSU20087 Building yi ion ACCP` \5904 W 371h\5904 W 37th Man AD_2020-09-17 rup Calc = MJ8 From Door faces N EENERGY i INNOVATIONS Right -J8® Form A LowerAH Energy Innovations LLC Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eibouldercom Job: 5904 W 37th Place Date: October 19, 2020 By: Max Nuttelman 1 Name of Room Lower AH Flex Space 2 Runnirg Feet of Exposed Wall 322.5 ft 74.0 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 10.8 ft 9030.1 ft' 10.0 ft 1105.0 ft' 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 3027.0 ft' 1.0 x 641.3 ft 641.3 ft' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 3027.0 ft' 0 641.3 ft' Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Length Length Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 Wall 151319-0wc-8 n 3.21 0.11 345 1106 39 0 0 0 all R20 BC n 4.08 1.11 207 502 136 0 0 0 laz U30 S30 n 21.00 10.59 28 588 297 0 0 0 laz U30 S30 n 0.00 0.00 0 0 0 0 0 0 11 laz U30 S30 n 0.00 0.00 0 0 0 0 0 0 laz U30 S30 n 21.00 10.59 56 1176 593 0 0 0 laz U30 S30 n 0.00 0.00 0 0 0 0 0 0 Wall 151319-0wc-8 a 3.21 0.11 565 1811 63 243 777 27 R20 BC a 4.08 1.11 650 2432 660 0 0 0 laz U30 S30 e 21.00 33.10 34 704 1109 0 0 0 laz U30 S30 e 0.00 0.00 0 0 0 0 0 0 laz nlaz U30 S30 e 0.00 0.00 0 0 0 0 0 0 laz U30 S30 e 0.00 0.00 0 0 0 0 0 0 laz U30 S30 e 0.00 0.00 0 0 0 0 0 0 U30 S30 a 21.00 31.92 20 420 638 0 0 0 Wall 151319-0wc-8 s 3.21 0.11 345 1106 39 310 994 35 'N R2 BC 0 BC s 4.08 1.11 397 1047 284 0 0 0 laz U3 0 s 0.00 0.11 0 0 0 0 0 0 laz U30 S30 s 0.00 0.00 0 0 0 0 0 0 laz U30 S30 s 21.00 10.59 64 1344 678 0 0 0 laz U30 S30 s 21.00 10.59 76 1596 805 0 0 0 all 151319-0wc-8 w 3.11 0.08 565 1657 45 188 524 12 laz U30 S30 w 21.00 33.10 32 672 1059 16 336 530 l al�l� BC R20 BC w 4.08 1.11 362 1150 312 0 0 0 laz U3 0 w 0.00 0.11 0 0 0 0 0 0 laz U30 S30 w 21.00 33.10 80 1686 2658 0 0 0 laz U30 S30 w 0.00 0.00 0 0 0 0 0 0 laz U30 S30 w 0.00 0.00 0 0 0 0 0 0 laz U30 S30 w 0.00 0.00 0 0 0 0 0 0 Wall R20 BC - 4.08 0.53 477 1947 253 0 0 0 Ceil R49 flat - 1.76 0.82 105 184 86 0 0 0 Flat 20P -38c - 0.00 0.00 0 0 0 0 0 0 Flat 21A -32t - 1.40 0.00 1514 2119 0 641 898 0 Infiltration Heating Load (Btuh) 0.17 3732 279 Effect WAR WAR 12 Sensible Load (Btuh) ACH 1.00 449 0.07 34 0.09 Latent Load (Btuh) -677 Internal a Occupants at 230 and 200 Btuh 1 230 200 0 0 0 b Scenario number 3900 900 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 26980 14877 -477 3808 1673 Duct EHLF&ESGF 0 0 0 0 0 0 15 Loads EEG 0 0 16 Ventilation Loads Vent Cfm 45 E Cfm 45 997 228 -981 17 Winter Humidification Load Gal/Day 6.7 2556 18 Piping Load 0 19 Blower Heat 0 20 AED Excursion & Latent Moisture Migration Load543 - 6 21 Total Load Sum lines 13 through 19 30533 15105 0 3808 1673 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Building Division �� wrightsoR� 2020 -Oct -19 13 18 05 cA W 371h\59047t Rin J&D tenU Universal017 2019 le 0.M Front Page 1 \5904 W 37th\5904 W 37th -Man J&D_2020-09-17.rup Calc = MJ8 From Door faces: N EENERGY i INNOVATIONS Right -J8® Form A LowerAH Energy Innovations LLC Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eibouldercom Job: 5904 W 37th Place Date: October 19, 2020 By: Max Nuttelman 1 Name of Room Bsmnt Bath Unfin Storage 2 Runnirg Feet of Exposed Wall 5.5 ft 55.0 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 10.0 ft 340.0 ft' 10.0 ft 735.0 ft' 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 6.0 x 11.0 ft 66.0 ft' 1.0 x 326.0 ft 326.0 ft' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 66.0 ft' 0 326.0 ft' Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Length Length Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 Wall 151319-0wc-8 n 3.21 0.11 0 0 0 188 601 21 all R20 BC n 4.08 1.11 0 0 0 0 0 0 laz U30 S30 n 21.00 10.59 0 0 0 0 0 0 laz U30 S30 n 0.00 0.00 0 0 0 0 0 0 11 laz U30 S30 n 0.00 0.00 0 0 0 0 0 0 laz U30 S30 n 21.00 10.59 0 0 0 0 0 0 laz U30 S30 n 0.00 0.00 0 0 0 0 0 0 Wall 151319-0wc-8 a 3.21 0.11 55 176 6 180 577 20 R20 BC a 4.08 1.11 0 0 0 0 0 0 laz U30 S30 e 21.00 33.10 0 0 0 0 0 0 laz U30 S30 e 0.00 0.00 0 0 0 0 0 0 laz nlaz U30 S30 e 0.00 0.00 0 0 0 0 0 0 laz U30 S30 e 0.00 0.00 0 0 0 0 0 0 laz U30 S30 e 0.00 0.00 0 0 0 0 0 0 U30 S30 e 21.00 31.92 0 0 0 0 0 0 Wall 151319-0wc-8 s 3.21 0.11 0 0 0 8 24 1 'N R2 BC 0 BC s 4.08 1.11 0 0 0 0 0 0 laz U3 0 s 0.00 0.00 0 0 0 0 0 0 laz U30 S30 s 0.00 0.00 0 0 0 0 0 0 laz U30 S30 s 21.00 10.59 0 0 0 0 0 0 laz U30 S30 s 21.00 10.59 0 0 0 0 0 0 all 151319-0wc-8 w 3.11 0.08 0 0 0 175 561 20 laz U30 S30 w 21.00 33.10 0 0 0 0 0 0 l al�l� R20 BC BCS30 w 4.08 1.11 0 0 0 0 0 0 laz U3 0 w 0.00 0.00 0 0 0 0 0 0 laz U30 S30 w 21.00 33.10 0 0 0 0 0 0 laz U30 S30 w 0.00 0.00 0 0 0 0 0 0 laz U30 S30 w 0.00 0.00 0 0 0 0 0 0 laz U30 S30 w 0.00 0.00 0 0 0 0 0 0 Wall R20 BC - 4.08 0.53 0 0 0 0 0 0 Ceil R49 flat - 1.76 0.82 0 0 0 0 0 0 Flat 20P -38c - 0.00 0.00 0 0 0 0 0 0 Flat 21A -32t - 1.40 0.00 66 92 0 326 456 0 Infiltration Heating Load (Btuh) 0.17 21 207 Effect WAR WAR 12 Sensible Load (Btuh) ACH 0.01 2 0.06 25 0.09 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 289 8 2427 80 Duct EHLF&ESGF 0 0 0 0 0 0 15 Loads EEG 0 0 16 Ventilation Loads Vent Cfm 45 E Cfm 45 17 Winter Humidification Load Gal/Day 6.7 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load caj of 21 Total Load Sum lines 13 through 19 289 8 2427 80 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Building Division �� wrightsoR� 2020 -Oct -19 13 18 05 cA W 371h\59047t Rin J&D tenU Universal017 2019 le 0.M Front Page 2 \5904 W 37th\5904 W 37th -Man J&D_2020-09-17.rup Calc = MJ8 From Door faces: N EENERGY i INNOVATIONS Right -J8® Form A LowerAH Energy Innovations LLC Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eibouldercom Job: 5904 W 37th Place Date: October 19, 2020 By: Max Nuttelman 1 Name of Room Bsmnt Mech Guest BE 3 2 Runnirg Feet of Exposed Wall 15.3 ft 21.8 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 10.0 ft 335.0 ft' 10.0 ft 590.0 ft' 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 7.0 x 9.8 ft 68.3 ft' 1.0 x 199.9 ft 199.9 ft' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 68.3 ft' 0 199.9 ft' Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Length Length Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 Wall 151319-0wc-8 n 3.21 0.11 90 289 10 68 216 8 all R20 BC n 4.08 1.11 0 0 0 0 0 0 laz U30 S30 n 21.00 10.59 0 0 0 0 0 0 laz U30 S30 n 0.00 0.00 0 0 0 0 0 0 11 laz U30 S30 n 0.00 0.00 0 0 0 0 0 0 laz U30 S30 n 21.00 10.59 0 0 0 0 0 0 laz U30 S30 n 0.00 0.00 0 0 0 0 0 0 Wall 151319-0wc-8 e 3.21 0.11 0 0 0 0 0 0 R20 BC a 4.08 1.11 0 0 0 0 0 0 laz U30 S30 e 21.00 33.10 0 0 0 0 0 0 laz U30 S30 e 0.00 0.00 0 0 0 0 0 0 laz nlaz U30 S30 e 0.00 0.00 0 0 0 0 0 0 laz U30 S30 e 0.00 0.00 0 0 0 0 0 0 laz U30 S30 e 0.00 0.00 0 0 0 0 0 0 U30 S30 e 21.00 31.92 0 0 0 0 0 0 Wall 151319-0wc-8 s 3.21 0.11 0 0 0 20 64 2 'N R2 BC 0 BC s 4.08 1.11 0 0 0 0 0 0 laz U3 0 s 0.00 0.00 0 0 0 0 0 0 laz U30 S30 s 0.00 0.00 0 0 0 0 0 0 laz U30 S30 s 21.00 10.59 0 0 0 0 0 0 laz U30 S30 s 21.00 10.59 0 0 0 0 0 0 all 151319-0wc-8 w 3.11 0.08 63 200 7 130 339 6 laz U30 S30 w 21.00 33.10 0 0 0 16 336 530 l al�l� R20 BC BCS30 w 4.08 1.11 0 0 0 0 0 0 laz U3 0 w 0.00 0.00 0 0 0 0 0 0 laz U30 S30 w 21.00 33.10 0 0 0 0 0 0 laz U30 S30 w 0.00 0.00 0 0 0 0 0 0 laz U30 S30 w 0.00 0.00 0 0 0 0 0 0 laz U30 S30 w 0.00 0.00 0 0 0 0 0 0 Wall R20 BC - 4.08 0.53 0 0 0 0 0 0 Ceil R49 flat - 1.76 0.82 0 0 0 0 0 0 Flat 20P -38c - 0.00 0.00 0 0 0 0 0 0 Flat 21A -32t - 1.40 0.00 68 96 0 200 280 0 Infiltration Heating Load (Btuh) 0.17 57 82 Effect WAR WAR 12 Sensible Load (Btuh) ACH 0.02 7 0.02 10 0.09 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 1 230 200 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 0 0 1687 993 Duct EHLF&ESGF 0 0 0 0 0 0 15 Loads EEG 0 0 16 Ventilation Loads Vent Cfm 45 E Cfm 45 17 Winter Humidification Load Gal/Day 6.7 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load -2 1Gdt Of 21 Total Load Sum lines 13 through 19 0 0 1687 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed. Building Division Yi'F f oi" soR� 2020 -Oct -19 13 18 05 cA °""""""""'"""-'"" Right4Suite® Universal 201919.0.12 RSU20087 Page 3 \5904 W 371h\5904 W 371h_Man J&D_2020-09-17. rup Calc = MJ8 Front Door faces: N EENERGY i INNOVATIONS Right -J8® Form A LowerAH Energy Innovations LLC Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eibouldercom Job: 5904 W 37th Place Date: October 19, 2020 By: Max Nuttelman 1 Name of Room Living Kitchen 2 Runnirg Feet of Exposed Wall 32.0 ft 47.5 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 11.5 ft 736.0 ft' 11.5 ft 1086.8 ft' 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 18.0 x 14.0 ft 252.0 ft' 1.0 x 448.1 ft 448.1 ft' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 252.0 ft' 0 448.1 ft' Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Length Length Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 Wall 151319-0wc-8 n 3.21 0.11 0 0 0 0 0 0 all R20 BC n 4.08 1.11 0 0 0 0 0 0 laz U30 S30 n 21.00 10.59 0 0 0 0 0 0 laz U30 S30 n 0.00 0.00 0 0 0 0 0 0 11 laz U30 S30 n 0.00 0.00 0 0 0 0 0 0 laz U30 S30 n 21.00 10.59 0 0 0 0 0 0 laz U30 S30 n 0.00 0.00 0 0 0 0 0 0 Wall 151319-0wc-8 e 3.21 0.11 0 0 0 0 0 0 R20 BC a 4.08 1.11 0 0 0 342 1341 364 laz U30 S30 e 21.00 33.10 0 0 0 14 284 447 laz U30 S30 e 0.00 0.00 0 0 0 0 0 0 laz nlaz U30 S30 e 0.00 0.00 0 0 0 0 0 0 laz U30 S30 e 0.00 0.00 0 0 0 0 0 0 laz U30 S30 e 0.00 0.00 0 0 0 0 0 0 U30 S30 e 21.00 31.92 0 0 0 0 0 0 Wall 151319-0wc-8 s 3.21 0.11 0 0 0 0 0 0 'N R2 BC 0 BC s 4.08 1.11 161 347 94 196 536 146 6 laz U3 0 s 0.00 0.11 0 0 0 0 0 laz U30 S30 s 0.00 0.00 0 0 0 0 0 0 laz U30 S30 s 21.00 10.59 0 0 0 64 1344 678 laz U30 S30 s 21.00 10.59 76 1596 805 0 0 0 all 151319-0wc-8 w 3.11 0.08 0 0 0 0 0 0 laz U30 S30 w 21.00 33.10 0 0 0 0 0 0 l al�l� R20 BC BC w 4.08 1.11 207 696 189 9 35 10 laz U3 0 w 0.00 0.11 0 0 0 0 0 0 laz U30 S30 w 21.00 33.10 37 767 1208 0 0 0 laz U30 S30 w 0.00 0.00 0 0 0 0 0 0 laz U30 S30 w 0.00 0.00 0 0 0 0 0 0 laz U30 S30 w 0.00 0.00 0 0 0 0 0 0 Wall R20 BC - 4.08 0.53 0 0 0 0 0 0 Ceil R49 flat - 1.76 0.82 0 0 0 0 0 0 Flat 20P -38c - 0.00 0.00 0 0 0 0 0 0 Flat 21A -32t - 1.40 0.00 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.17 694 1030 Effect WAR WAR 12 Sensible Load (Btuh) ACH 0.19 83 0.28 124 0.09 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 900 1200 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 4098 3470 4569 2737 Duct EHLF&ESGF 0 0 0 0 0 0 15 Loads EEG 0 0 16 Ventilation Loads Vent Cfm 45 E Cfm 45 17 Winter Humidification Load Gal/Day 6.7 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load 191 -26itOf 21 Total Load Sum lines 13 through 19 4098 3470 4569 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed. Building Division Yi'F f oi" soR� 2020 -Oct -19 13 18 05 cA °""""""""'"""-'"" Right4Suite® Universal 201919.0.12 RSU20087 Page 4 \5904 W 371h\5904 W 371h_Man J&D_2020-09-17. rup Calc = MJ8 Front Door faces: N EENERGY i INNOVATIONS Right -J8® Form A LowerAH Energy Innovations LLC Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eibouldercom Job: 5904 W 37th Place Date: October 19, 2020 By: Max Nuttelman 1 Name of Room Entry/Hallway Pwdr 2 Runnirg Feet of Exposed Wall 14.8 ft 0 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 11.5 ft 1282.3 ft' 11.5 ft 270.3 ft' 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 1.0 x 314.2 ft 314.2 ft' 5.3 x 6.5 ft 34.1 ft' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 314.2 ft' 0 34.1 ft' Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Length Length Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 Wall 151319-0wc-8 n 3.21 0.11 0 0 0 0 0 0 all R20 BC n 4.08 1.11 60 132 36 0 0 0 laz U30 S30 n 21.00 10.59 28 588 297 0 0 0 laz U30 S30 n 0.00 0.00 0 0 0 0 0 0 11 laz U30 S30 n 0.00 0.00 0 0 0 0 0 0 laz U30 S30 n 21.00 10.59 0 0 0 0 0 0 laz U30 S30 n 0.00 0.00 0 0 0 0 0 0 Wall 151319-0wc-8 e 3.21 0.11 0 0 0 0 0 0 R20 BC a 4.08 1.11 101 329 89 0 0 0 laz U30 S30 e 21.00 33.10 20 420 662 0 0 0 laz U30 S30 e 0.00 0.00 0 0 0 0 0 0 laz nlaz U30 S30 e 0.00 0.00 0 0 0 0 0 0 laz U30 S30 e 0.00 0.00 0 0 0 0 0 0 laz U30 S30 e 0.00 0.00 0 0 0 0 0 0 U30 S30 e 21.00 31.92 0 0 0 0 0 0 Wall 151319-0wc-8 s 3.21 0.11 0 0 0 0 0 0 'N R2 BC 0 BC s 4.08 1.11 9 35 10 0 0 0 laz U3 0 s 0.00 0.00 0 0 0 0 0 0 laz U30 S30 s 0.00 0.00 0 0 0 0 0 0 laz U30 S30 s 21.00 10.59 0 0 0 0 0 0 laz U30 S30 s 21.00 10.59 0 0 0 0 0 0 all 151319-0wc-8 w 3.11 0.08 0 0 0 0 0 0 laz U30 S30 w 21.00 33.10 0 0 0 0 0 0 l al�l� R20 BC BCS30 w 4.08 1.11 0 0 0 0 0 0 laz U3 0 w 0.00 0.00 0 0 0 0 0 0 laz U30 S30 w 21.00 33.10 0 0 0 0 0 0 laz U30 S30 w 0.00 0.00 0 0 0 0 0 0 laz U30 S30 w 0.00 0.00 0 0 0 0 0 0 laz U30 S30 w 0.00 0.00 0 0 0 0 0 0 Wall R20 BC - 4.08 0.53 216 880 114 0 0 0 Ceil R49 flat - 1.76 0.82 3 5 2 0 0 0 Flat 20P -38c - 0.00 0.00 0 0 0 0 0 0 Flat 21A -32t - 1.40 0.00 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.17 320 0 Effect WAR WAR 12 Sensible Load (Btuh) ACH 0.09 38 0 0 0.09 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 2709 1152 0 0 Duct EHLF&ESGF 0 0 0 0 0 0 15 Loads EEG 0 0 16 Ventilation Loads Vent Cfm 45 E Cfm 45 17 Winter Humidification Load Gal/Day 6.7 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load -97 21 Total Load Sum lines 13 through 19 2709 1152 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Building Division �� wrightsoR� 2020 -Oct -19 13 18 05 cA W 371h\59047t Rin J&D tenU Universal017 2019 le 0.M Front Page 5 \5904 W 37th\5904 W 37th -Man J&D_2020-09-17.rup Calc = MJ8 From Door faces: N EENERGY i INNOVATIONS Right -J8® Form A LowerAH Energy Innovations LLC Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eibouldercom Job: 5904 W 37th Place Date: October 19, 2020 By: Max Nuttelman 1 Name of Room Office Dining 2 Runnirg Feet of Exposed Wall 32.0 ft 14.3 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 11.5 ft 707.3 ft' 11.5 ft 678.5 ft' 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 1.0 x 189.6 ft 189.6 ft' 13.0 x 16.5 ft 214.5 ft' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 189.6 ft' 0 214.5 ft' Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Length Length Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 Wall 151319-0wc-8 n 3.21 0.11 0 0 0 0 0 0 all R20 BC n 4.08 1.11 147 370 100 0 0 0 laz U30 S30 n 21.00 10.59 0 0 0 0 0 0 laz U30 S30 n 0.00 0.00 0 0 0 0 0 0 11 laz U30 S30 n 0.00 0.00 0 0 0 0 0 0 laz U30 S30 n 21.00 10.59 56 1176 593 0 0 0 laz U30 S30 n 0.00 0.00 0 0 0 0 0 0 Wall 151319-0wc-8 e 3.21 0.11 0 0 0 0 0 0 R20 BC a 4.08 1.11 207 763 207 0 0 0 laz U30 S30 e 21.00 33.10 0 0 0 0 0 0 laz U30 S30 e 0.00 0.00 0 0 0 0 0 0 laz nlaz U30 S30 e 0.00 0.00 0 0 0 0 0 0 laz U30 S30 e 0.00 0.00 0 0 0 0 0 0 laz U30 S30 e 0.00 0.00 0 0 0 0 0 0 U30 S30 a 21.00 31.92 20 420 638 0 0 0 Wall 151319-0wc-8 s 3.21 0.11 0 0 0 0 0 0 'N R2 BC 0 BC s 4.08 1.11 9 35 10 23 94 25 laz U3 0 s 0.00 0.00 0 0 0 0 0 0 laz U30 S30 s 0.00 0.00 0 0 0 0 0 0 laz U30 S30 s 21.00 10.59 0 0 0 0 0 0 laz U30 S30 s 21.00 10.59 0 0 0 0 0 0 all 151319-0wc-8 w 3.11 0.08 0 0 0 0 0 0 laz U30 S30 w 21.00 33.10 0 0 0 0 0 0 l al�l� R20 BC BCS30 w 4.08 1.11 6 23 6 141 396 107 laz U3 0 w 0.00 0.00 0 0 0 0 0 0 laz U30 S30 w 21.00 33.10 0 0 0 44 920 1450 laz U30 S30 w 0.00 0.00 0 0 0 0 0 0 laz U30 S30 w 0.00 0.00 0 0 0 0 0 0 laz U30 S30 w 0.00 0.00 0 0 0 0 0 0 Wall R20 BC - 4.08 0.53 0 0 0 86 352 46 Ceil R49 flat - 1.76 0.82 102 179 83 0 0 0 Flat 20P -38c - 0.00 0.00 0 0 0 0 0 0 Flat 21A -32t - 1.40 0.00 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.17 694 309 Effect WAR WAR 12 Sensible Load (Btuh) ACH 0.19 83 0.08 37 0.09 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 900 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 3660 2418 2070 2237 Duct EHLF&ESGF 0 0 0 0 0 0 15 Loads EEG 0 0 16 Ventilation Loads Vent Cfm 45 E Cfm 45 17 Winter Humidification Load Gal/Day 6.7 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load -204 C479f 21 Total Load Sum lines 13 through 19 3660 1 2418 1 207Whe*C3Ri16ge Building Division Calculations aooroved by ACCA to meet all reauirements of Manual J 8th Ed. Yi'F f oi" soR� 2020 -Oct -19 13 18 05 cA °""""""""'"""-'"" Right4Suite® Universal 201919.0.12 RSU20087 Page 6 \5904 W 371h\5904 W 371h_Man J&D_2020-09-17. rup Calc = MJ8 Front Door faces: N EENERGY i INNOVATIONS Right -J8® Form A LowerAH Energy Innovations LLC Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eibouldercom Job: 5904 W 37th Place Date: October 19, 2020 By: Max Nuttelman 1 Name of Room Mud Bsmnt Halls 2 Runnirg Feet of Exposed Wall 0 ft 10.5 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 11.5 ft 368.0 ft' 10.0 ft 765.0 ft' 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 6.3 x 9.8 ft 60.9 ft' 1.0 x 212.1 ft 212.1 ft' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 60.9 ft' 0 212.1 ft' Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Length Length Htg. Clg. HeatingS-Clg L-Clg Heating S-Clg L-Clg 6 Wall 151319-0wc-8 n 3.21 0.11 0 0 0 0 0 0 all R20 BC n 4.08 1.11 0 0 0 0 0 0 laz U30 S30 n 21.00 10.59 0 0 0 0 0 0 laz U30 S30 n 0.00 0.00 0 0 0 0 0 0 11 laz U30 S30 n 0.00 0.00 0 0 0 0 0 0 laz U30 S30 n 21.00 10.59 0 0 0 0 0 0 laz U30 S30 n 0.00 0.00 0 0 0 0 0 0 Wall 151319-0wc-8 a 3.21 0.11 0 0 0 88 281 10 R20 BC a 4.08 1.11 0 0 0 0 0 0 laz U30 S30 e 21.00 33.10 0 0 0 0 0 0 laz U30 S30 e 0.00 0.00 0 0 0 0 0 0 laz nlaz U30 S30 e 0.00 0.00 0 0 0 0 0 0 laz U30 S30 e 0.00 0.00 0 0 0 0 0 0 laz U30 S30 e 0.00 0.00 0 0 0 0 0 0 U30 S30 e 21.00 31.92 0 0 0 0 0 0 Wall 151319-0wc-8 s 3.21 0.11 0 0 0 8 24 1 'N R2 BC 0 BC s 4.08 1.11 0 0 0 0 0 0 laz U3 0 s 0.00 0.00 0 0 0 0 0 0 laz U30 S30 s 0.00 0.00 0 0 0 0 0 0 laz U30 S30 s 21.00 10.59 0 0 0 0 0 0 laz U30 S30 s 21.00 10.59 0 0 0 0 0 0 all 151319-0wc-8 w 3.11 0.08 0 0 0 10 32 1 laz U30 S30 w 21.00 33.10 0 0 0 0 0 0 l al�l� R20 BC BCS30 w 4.08 1.11 0 0 0 0 0 0 laz U3 0 w 0.00 0.00 0 0 0 0 0 0 laz U30 S30 w 21.00 33.10 0 0 0 0 0 0 laz U30 S30 w 0.00 0.00 0 0 0 0 0 0 laz U30 S30 w 0.00 0.00 0 0 0 0 0 0 laz U30 S30 w 0.00 0.00 0 0 0 0 0 0 Wall R20 BC - 4.08 0.53 175 715 93 0 0 0 Ceil R49 flat - 1.76 0.82 0 0 0 0 0 0 Flat 20P -38c - 0.00 0.00 0 0 0 0 0 0 Flat 21A -32t - 1.40 0.00 0 0 0 212 297 0 Infiltration Heating Load (Btuh) 0.17 0 40 Effect WAR WAR 12 Sensible Load (Btuh) ACH 0 0 0.01 5 0.09 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 715 86 946 25 Duct EHLF&ESGF 0 0 0 0 0 0 15 Loads EEG 0 0 16 Ventilation Loads Vent Cfm 45 E Cfm 45 17 Winter Humidification Load Gal/Day 6.7 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load -7 City f 21 Total Load Sum lines 13 through 19 715 86 946 Calculations aooroved by ACCA to meet all reauirements of Manual J 8th Ed. Building Division Yi'F f oi" soR� 2020 -Oct -19 13 18 05 cA °""""""""'"""-'"" Right4Suite® Universal 201919.0.12 RSU20087 Page 7 \5904 W 371h\5904 W 371h_Man J&D_2020-09-17. rup Calc = MJ8 Front Door faces: N EENERGY Load Short Form � INNOVATIONS LowerAH Energy Innovations LLC Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eiboulder.com For: Brent Metz Htg Outside db (°F) 0 Inside db (°F) 70 Design TD (°F) 70 Daily range - Inside humidity (%) 30 Moisture difference (gr/Ib) 35 HEATING EQUIPMENT Make Carrier Trade Carrier Performance 95 Single - Model 59SP5A040E 17--12 AHRI ref 0 Clg 91 Method 75 Construction quality 16 Fireplaces H 50 -39 Efficiency 96.5 AFU E Make Carrier Heating input 40000 Btuh Heating output 31200 Btuh Temperature rise 43 OF Actual air flow 800 cfm Air flow factor 0.030 cfm/Btuh Static pressure 0.80 in H2O Space thermostat 2685 Btuh Job: 5904 W 37th Place Date: October 19, 2020 By: Max Nuttelman Infiltration Simplified Semi -tight 1 (Tight) COOLING EQUIPMENT Area (ft2) Make Carrier Clg load (Btuh) Htg AVF (cfm) Trade CARRIER Flex Space 641 Cond 24ACC418AO0300 1673 113 Coil CNPVP2417ALA+59SP5A040E17--12 AHRI ref 9475983 66 289 Efficiency 13.0 EER, 15.5 SEER 0 Sensible cooling 15215 Btuh Latent cooling 2685 Btuh Total cooling 17900 Btuh Actual air flow 800 cfm Air flow factor 0.054 cfm/Btuh Static pressure 0.80 in H2O Load sensible heat ratio 1.00 4098 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) Flex Space 641 3808 1673 113 90 Bsmnt Bath 66 289 8 9 0 Unfin Storage 326 2427 80 72 4 Bsmnt Mech 68 0 0 0 0 Guest BR 3 200 1687 993 50 53 Living 252 4098 3470 122 187 Kitchen 448 4569 2737 135 147 Entry/Hallway 314 2709 1152 80 62 Pwdr 34 0 0 0 0 Office 190 3660 2418 109 130 Dining 215 2070 2237 61 120 Mud 61 715 86 21 Dn + U,11, 717 n^C 7F 70 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrightsoff, .L,,w„-,N�„y Right -Suite® Universal 2019 19.0.12 RSU20087 ACICK ..\5904 W 37th\5904 W 37th—Man J&D_2020-09-17.rup Calc = MJ8 Front Door faces: N ity of Wheat Ridge Buildine Division 2020 -Oct -19 13:18:09 Page 1 Lower AH 3027 26980 14877 800 800 Other equip loads 3553 228 Equip. @ 1.00 RSM 15105 Latent cooling 0 T(ITGI C OlO� OlGOO 1G1lG O!! 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City of Wheat Ridge Building Division Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoR® 2020- Oct -19 13 18 09 ....,-,....,..F,„mF., Righf-Suife® Universal 201919-0-12RSU20087 Paget ACCK \5904 W 371h\5904 W 37th—Man AD_2020-09-17. rup Calc = MJ8 From Door faces: N EENERGY Duct System Summary Job: 5904 W 37th Place i INNOVATIONS Date: October 19, 2020 LowerAH By: Max Nuttelman Energy Innovations LLC Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eiboulder.com For: Brent Metz External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.80 in H2O 0.37 in H2O 0.43 in H2O 0.221 / 0.209 in H20 0.064 in/ 100ft 800 cfm Cooling 0.80 in H2O 0.37 in H2O 0.43 in H2O 0.221 / 0.209 in H20 0.064 in/ 100ft 800 cfm 677 ft 0 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 Bsmnt Bath h 289 9 0 0.071 4.0 Ox 0 ShMt 19.8 290.0 st4 Bsmnt Halls h 946 28 1 0.074 4.0 Ox 0 ShMt 9.3 290.0 st4 Dining c 2237 61 120 0.071 7.0 Ox 0 ShMt 23.5 290.0 st4 Entry/Hallway h 2709 80 62 0.065 6.0 Ox 0 ShMt 16.0 325.0 st5 Flex Space h 1904 56 45 0.072 6.0 Ox 0 ShMt 33.3 275.0 st4 Flex space -A h 1904 56 45 0.064 6.0 Ox 0 ShMt 43.5 305.0 st4 Guest BR 3 c 993 50 53 0.070 5.0 Ox 0 ShMt 24.3 290.0 st4 Kitchen c 912 45 49 0.067 5.0 Ox 0 ShMt 50.5 280.0 st4 Kitchen -A c 912 45 49 0.072 5.0 Ox 0 ShMt 39.3 270.0 st4 Kitchen -B c 912 45 49 0.069 5.0 Ox 0 ShMt 28.8 290.0 st4 Living c 1735 61 93 0.072 7.0 Ox 0 ShMt 42.5 265.0 st4 Living -A c 1735 61 93 0.069 7.0 Ox 0 ShMt 30.0 290.0 st4 Mud h 715 21 5 0.074 4.0 Ox 0 ShMt 8.0 290.0 st4 Office c 1209 54 65 0.064 6.0 Ox 0 ShMt 38.5 305.0 st5 orrice -A c 1209 54 65 0.068 6.0 Ox 0 ShMt 29.5 295.0 st5 Unfin Storage h 2427 72 4 0.064 6.0 Ox 0 ShMt 29.0 315.0 1 st5 wrightsoff, <<.1.1,1 ,�l., Right -Suite® Universal 2019 19.0.12 RSU20087 ACICK ..\5904 W 37th\5904 W 37th -Man J&D_2020-09-17.rup Calc = MJ8 Front Door faces: N City of Wheat Ridge Building Division 2020 -Oct -19 13:18:09 Page 1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4 Peak AVF 539 604 0.064 604 12.5 8 x 18 ShtMetl st5 Peak AVF 261 196 0.064 478 10.0 0 x 0 ShtMetl wrightsoff, <<.1.1,1 ,�l., Right -Suite® Universal 2019 19.0.12 RSU20087 ACICK ..\5904 W 37th\5904 W 37th -Man J&D_2020-09-17.rup Calc = MJ8 Front Door faces: N City of Wheat Ridge Building Division 2020 -Oct -19 13:18:09 Page 1 Name Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct PeakAVF Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb6 14X7 122 214 281.5 0.074 612 8.0 OX 0 ShMt rt2 rb5 14X4 109 130 215.0 0.097 486 7.0 OX 0 ShMt rt2 rb4 14X 10 298 307 192.0 0.109 563 10.0 OX 0 ShMt rt2 rb3 12X5 131 58 185.8 0.112 489 7.0 OX 0 ShMt rt2 rb1 12X5 141 91 328.3 0.064 404 8.0 OX 0 ShMt rt2 Name Trunk Type Htg (cfm) Clg (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk rt2 PeakAVF 800 800 0.064 640 13.9 10 x 18 ShtMetl City of Wheat Ridge Building Division wrightsoR® 2020- Oct -19 13 18 09 Righf-Suife® Universal 201919-0-12RSU20087 Paget ACCK \5904 W 371h\5904 W 37th—Man AD_2020-09-17. rup Calc = MJ8 From Door faces: N EENERGY Static Pressure and Friction Rate Job: 5904 W 37th Place ll INNOVATIONS Date: October 19, 2020 LowerAH By: Max Nuttelman Energy Innovations LLC Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eiboulder.com For: Brent Metz Supply Return Measured length of run -out 15 4 Measured length of trunk 29 19 Equivalent length of fittings 305 305 Total length 349 328 Total effective length 677 :)n Rate Heating Cooling (in/ 100ft) (in/ 100ft) Supply Ducts 0.064 OK 0.064 OK Return Ducts 0.064 OK 0.064 OK Fitting Equivalent LengthDetails Supply 4AD=60, 8AB=25, 214=100, 11`1=120: TotalEL=305 Return 6M=20, 6C6=115, 6CB=25, 6CA=10, 6CA=10, 10A=75, 8E=10, 5A=40: Tota1EL=305 City of Wheat Ridge Building Division wrightsoft® 2020 -Oct -19 13:18:09 A AMRe• �. Right -Suite® Universal 2019 19.0.12 RSU20087 Page 1 ...\5904 W 37th\5904 W 37th_Man J&D_2020-09-17.rup Calc = MJ8 Front Door faces: N AvailablePressure Heating Cooling (in H2O) (in H2O) External static pressure 0.80 0.80 Pressure losses Coil 0.19 0.19 Heat exchanger 0 0 Supply diffusers 0.06 0.06 Return grilles 0.06 0.06 Filter 0.06 0.06 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.43 0.43 Supply Return Measured length of run -out 15 4 Measured length of trunk 29 19 Equivalent length of fittings 305 305 Total length 349 328 Total effective length 677 :)n Rate Heating Cooling (in/ 100ft) (in/ 100ft) Supply Ducts 0.064 OK 0.064 OK Return Ducts 0.064 OK 0.064 OK Fitting Equivalent LengthDetails Supply 4AD=60, 8AB=25, 214=100, 11`1=120: TotalEL=305 Return 6M=20, 6C6=115, 6CB=25, 6CA=10, 6CA=10, 10A=75, 8E=10, 5A=40: Tota1EL=305 City of Wheat Ridge Building Division wrightsoft® 2020 -Oct -19 13:18:09 A AMRe• �. Right -Suite® Universal 2019 19.0.12 RSU20087 Page 1 ...\5904 W 37th\5904 W 37th_Man J&D_2020-09-17.rup Calc = MJ8 Front Door faces: N Basement Job #: 5904 W 37th Place Energy Innovations LLC Performed by Max Nuttelman for: Brent Metz Phone: 720.281 .4554 www.eiboulder.com maxgaeiboulder.com City of Wheat Ridge Building Division Scale: 1 : 102 Page 1 Right-SuiteOO Universal 2019 19.0.12 RSU20087 2020 -Oct -19 13:18:12 .04 W 37th Man J&D 2020-09-17 N First Floor <_®-10 x 4 I_ 65 cfm 1®4 L 211 ---� 49cfm 10x4 CLOSET 49 cfm OFFICE POWDER RM T 14x8 'A 10 x4 130cfm�--------- n 65 cfm--------- LJ 14x8 ENTRY/HAI 10 K4 214 cfm 10 K4 T 80 cfm 49 cfm L- 14x10 3070M 10x2 21 cfm LIVING ROOM 2 -CAR GARAGE 10x4 10x4 93 cfm 93 cfm 10x4 120 cfm City of Wheat Ridge Building Division Job #: 5904 W 37th Place Energy Innovations LLC Scale: 1 : 102 Performed by Max Nuttelman for: Page 2 Brent Metz Right-SuiteOO Universal 2019 19.0.12 RSU20087 Phone: 720.281 .4554 2020 -Oct -19 13:18:14 www.eiboulder.com max0eiboulder.com ...04 W 37th—Man J&D_2020-09-17.rup EI N OVAERGY ONS Project Summary UpperAH Energy Innovations LLC Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eiboulder.com For: Brent Metz Notes: Weather: Boulder, CO, US Winter Design Conditions Outside db 0 OF Inside db 70 OF Design TD 70 OF Heating Summary Structure 19701 Btuh Ducts 0 Btuh Central vent (SER=60% 46 cfm) 1148 Btuh Heat recovery Humidification 2497 Btuh Piping 0 Btuh Equipment load 23345 Btuh Infiltration Method Construction quality Fireplaces Job: 5904 W 37th Place Date: October 19, 2020 By: Max Nuttelman Summer Design Conditions Outside db 91 OF Inside db 75 OF Design TD 16 OF Daily range H Relative humidity 50 % Moisture difference -39 gr/Ib Sensible Cooling Equipment Load Sizing Structure 12356 Btuh Ducts 0 Btuh Central vent (SER=60% 46 cfm) 262 Btuh Heat recovery Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 12619 Btuh Simplified Latent Cooling Equipment Load Sizing Semi -tight 1 (Tight) Structure 164 Btuh Ducts 0 Btuh Central vent (46 cfm) -988 Btuh Heating Cooling Area (ft2) 1560 1560 Volume (ft3) 15893 15893 Air changes/hour 0.21 0.11 Equiv. AVF (cfm) 56 29 Heating Equipment Summary Make Carrier Trade Carrier Performance 95 Single-... Model 59SP5A040E 17--12 AHRI ref 0 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Heat recovery Equipment latent load 0 Btuh Equipment Total Load (Sen+Lat) 12619 Btuh Req. total capacity at 0.85 SHR 1.2 ton Cooling Equipment Summary Make Carrier Trade CARRIER Cond 24ACA418CO0300 Coil CNPVP2417ALA+59SP5A040E17--12 AHRI ref 9171705 96.5AFUE Efficiency 12.5 EER, 15 SEER 40000 Btuh Sensible cooling 14535 Btuh 31200 Btuh Latent cooling 2565 Btuh 58 OF Total cooling 600 cfm Actual air flow `"' City of 0.030 cfm/Btuh Air flow factor Wheatldge 0.70 in H2O Static pressure COMMUNITY DEVELOPMENT Load sensible heat ri APPROVED Reviewed for Code Compliance Randy Slusser 11/06/2020 Bold/italic values have been manually overridden Date Calculations approved by ACCA to meet all requirements of M. Plans examiner voRdkv of ssesmh: The Issuance al o pemot ar appy of plans spec4kotbm and compo b— shag nat be a p-Wla, or on approval oJ, my vsotonon as wrightsoit any of the prov/slons al Me besMMg cone or of o(ty ply aedisvorsces. permltt SCP. Right -Suite® Universal 2019 19.0.12 RSU20087 pn,,,,,,,,,grog"outnorgytowwarorCancel the pwisaogsofthe 00gep ..\5904 W 37th\5904 W 37th_Man J&D_2020-09-17.rup Calc = MJ8 Front Door faces: N coda oroMeranOmmm almepryehagaatbewga EENERGY AED Assessment � INNOVATIONS UpperAH Energy Innovations LLC Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eiboulder.com For: Brent Metz Design Conditions Location: Indoor: Boulder, CO, US Indoor temperature (°F) Elevation: 5484 ft Design TD (°F) Latitude: 40°N Relative humidity (%) Outdoor: Heating Cooling Moisture difference (gr/Ib) Dry bulb (°F) 0 91 Infiltration: Daily range (°F) - 27 ( H ) Wet bulb (°F) - 59 Wind speed (mph) 15.0 7.5 Hourly Glazing Load Job: 5904 W 37th Place Date: October 19, 2020 By: Max Nuttelman Heating Cooling 70 75 70 16 30 50 34.7 -39.0 Hour of Day / Hourly 1-f Maximum hourly glazing load exceeds average by 23.4%. Zone has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh City of Bold/italic values have been manually overridden Wheat Ridge wrightsc2ft® 2020 -Oct -19 13:07:31 k Right -Suite® Universal 2019 19.0.12 RSU20087 Building D�yoipn ACCP. ... \5904 W37th\5904 W 37th—Man J&D_2020-09-17.rup Calc = MJ8 Front Door faces: N Job: 5904 W 37th Place EENERGY Building Analysis Date: October 19, 2020 i INNOVATIONS pp U erAH By: Max Nuttelman Energy Innovations LLC Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eiboulder.com For: Brent Metz Location: Btuh/ft2 Boulder, CO, US % of load Elevation: 5484 ft 4.1 Latitude: 40°N 26.8 Outdoor: Heating Cooling Dry bulb (°F) 0 91 Daily range (°F) - 27 ( H ) Wet bulb (°F) - 59 Wind speed (mph) 15.0 7.5 Component Btuh/ft2 Btuh % of load Walls 4.1 6249 26.8 Glazing 21.0 6888 29.5 Doors 0 0 0 Ceilings 1.8 2739 11.7 Floors 2.1 319 1.4 Infiltration 1.9 3505 15.0 Ducts 0 0 Piping 0 0 Humidification 2497 10.7 Ventilation 1148 4.9 Adjustments 0 Total 1 23345 100.0 Component Btuh/ft2 Btuh % of load Walls 1.1 1696 13.4 Glazing 22.9 7513 59.5 Doors 0 0 0 Ceilings 0.8 1272 10.1 Floors 0.2 34 0.3 Infiltration 0.2 422 3.3 Ducts 0 0 Ventilation 262 2.1 Internal gains 1420 11.3 Blower 0 0 Adjustments 0 Total 1 1 126191 100.0 Latent Cooling Load = 0 Btuh Overall U -value = 0.065 Btuh/ft2-°F Data entries checked. Indoor: Heating Cooling Indoor temperature (°F) 70 75 Design TD (°F) 70 16 Relative humidity (%) 30 50 Moisture difference (gr/Ib) 34.7 -39.0 Infiltration: Method Simplified Construction quality Semi -tight Fireplaces 1 (Tight) Humidification all Ventilation Infiltration Other Glazing Ceilings Walls Ventilation Gains Infiltration Other Ceilings Glazing City of Bold/italic values have been manually overridden Wheat Ridge wrightsoft:- 2020 -Oct -19 13:07:31 °1,1".1 1.- " Right -suite® universal 2019 19.0.12 Rsu20087 Building FQWision 14CCA ...\5904 W 37th\5904 W 37th -Man J&D_2020-09-17.rup Calc = MJ8 Front Door faces: N EENERGY Component Constructions � INNOVATIONS UpperAH Energy Innovations LLC Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eiboulder.com For: Brent Metz Job: 5904 W 37th Place Date: October 19, 2020 By: Max Nuttelman Heating 70 70 30 34.7 Simplified Semi -tight 1 (Tight) Cooling 75 16 50 -39.0 Construction descriptions Design Conditions Location: Insul R Indoor: Boulder, CO, US Gain Indoor temperature (°F) Elevation: 5484 ft ft2 Design TD (°F) Latitude: 40°N Btuh/ft2 Relative humidity (%) Outdoor: Heating Cooling Moisture difference (gr/Ib) Dry bulb (°F) 0 91 Infiltration: Daily range (°F) - 27 ( H ) Method Wet bulb (°F) - 59 Construction quality Wind speed (mph) 15.0 7.5 Fireplaces Job: 5904 W 37th Place Date: October 19, 2020 By: Max Nuttelman Heating 70 70 30 34.7 Simplified Semi -tight 1 (Tight) Cooling 75 16 50 -39.0 Construction descriptions Or Area LI -value Insul R Htg HTM Loss Clg HTM Gain 662 U30 S30: double pane low -e typical; 3 ft overhang (7.5 ft window ht, ft2 Btuh/ft2-°F ft2-°F/Btuh Btuh/ft2 Btu Btuh/ft2 Btu Walls 2.4 ft sep.); 6.67 ft head ht R20 BC: Firm wall, wood ext, 1/2" wood shth, r-20 cav ins, 1/2" gypsum n 246 0.058 20.0 4.08 1004 1.11 272 board int fnsh, 2"x6" wood firm e 495 0.058 20.0 4.08 2018 1.11 548 s 319 0.058 20.0 4.08 1299 1.11 353 593 w 473 0.058 20.0 4.08 1928 1.11 523 all 1532 0.058 20.0 4.08 6249 1.11 1696 Partitions (none) Windows U30 S30: double pane low -e typical; 6.67 ft head ht w 20 0.300 0 21.0 420 33.1 662 U30 S30: double pane low -e typical; 3 ft overhang (7.5 ft window ht, n 23 0.300 0 21.0 473 10.6 238 2.4 ft sep.); 6.67 ft head ht U30 S30: double pane low -e typical; 2 ft overhang (8 ft window ht, 1 ft n 28 0.300 0 21.0 588 10.6 297 sep.); 6.67 ft head ht U30 S30: double pane low -e typical; 2 ft overhang (8 ft window ht, 2.5 n 56 0.300 0 21.0 1176 10.6 593 ft sep.); 6.67 ft head ht U30 S30: double pane low -e typical; 2 ft overhang (4.5 ft window ht, 2 e 14 0.300 0 21.0 284 33.1 447 ft sep.); 6.67 ft head ht U30 S30: double pane low -e typical; 2 ft overhang (5 ft window ht, 2 ft e 30 0.300 0 21.0 630 33.1 993 sep.); 6.67 ft head ht e 20 0.300 0 21.0 420 33.1 662 s 15 0.300 0 21.0 315 12.9 194 w 23 0.300 0 21.0 473 33.1 745 all 88 0.300 0 21.0 1838 29.6 2594 U30 S30: double pane low -e typical; 1.5 ft overhang (7.5 ft window ht, e 19 0.300 0 21.0 394 33.1 621 2.8 ft sep.); 6.67 ft head ht U30 S30: double pane low -e typical; 2 ft overhang (6 ft window ht, 3.4 s 36 0.300 0 21.0 756 15.2 546 ft sep.); 6.67 ft head ht U30 S30: double pane low -e typical; 2 ft overhang (2 ft window ht, 2 ft w 12 0.300 0 21.0 252 33.1 397 sep.); 6.67 ft head ht U30 S30: double pane low -e typical; 2 ft overhang (6 ft window ht, 2.5 w 15 0.300 0 21.0 315 33.1 497 ft sep.); 6.67 ft head ht U30 S30: double pane low -e typical; 1.5 ft overhang (7.5 ft window ht, w 19 0.300 0 21.0 394 33.1 6j1 2 ft sep.); 6.67 ft head ht City of Wheat Ridge wrightsoft® 2020 -Oct -19 13:07:31 Right -Suite® Universal 2019 19.0.12 RSU20087 Buildingpjyision '�Cp` ...\5904 W 37th\5904 W 37th_Man J&D_2020-09-17.rup Calc = MJ8 Front Door faces: N Doors (none) Ceilings R49 flat Floors 20P -38c: Flr floor, frim flr, 12" thkns, carpet flr fnsh, r-38 cav ins, gar ovr 1560 0.025 49.0 152 0.030 38.0 1.76 2739 0.82 1272 2.10 319 0.22 34 City of Wheat Ridge 41- wrightsoR, 212oltuillain .Z vision ........ ...w., Right -Suite® Universal 201919-0-12 RSU20087 age ACCP` \5904 W 371h\5904 W 37th Man AD_2020-09-17 rup Calc = MJ8 Front Door faces N EENERGY i INNOVATIONS Right -J8® Form A UpperAH Energy Innovations LLC Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eibouldercom Job: 5904 W 37th Place Date: October 19, 2020 By: Max Nuttelman 1 Name of Room Upper AH M Bedroom 2 Runnirg Feet of Exposed Wall 182.5 ft 34.8 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 10.2 ft 5392.1 ft' 11.0 ft 748.0 ft' 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 1560.4 ft' 17.0 x 17.0 ft 289.0 ft' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 1560.4 ft' 0 289.0 ft' Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Length Length Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 Wall 151315-0wc-8 n 0.00 0.00 0 0 0 0 0 0 all R20 BC n 4.08 1.11 353 1004 272 0 0 0 laz U30 S30 n 0.00 0.00 0 0 0 0 0 0 laz U30 S30 n 21.00 10.59 23 473 238 0 0 0 11 laz U30 S30 n 21.00 10.59 28 588 297 0 0 0 laz U30 S30 n 0.00 0.00 0 0 0 0 0 0 laz U30 S30 n 21.00 10.59 56 1176 593 0 0 0 Wall 151315-0wc-8 e 0.00 0.00 0 0 0 0 0 0 R20 BC a 4.08 1.11 577 2018 548 187 640 174 laz U30 S30 e 0.00 0.00 0 0 0 0 0 0 laz U30 S30 e 21.00 33.10 14 284 447 0 0 0 laz nlaz U30 S30 e 21.00 33.10 30 630 993 30 630 993 laz U30 S30 e 21.00 33.10 20 420 662 0 0 0 laz U30 S30 a 21.00 33.10 19 394 621 0 0 0 U30 S30 e 0.00 0.00 0 0 0 0 0 0 Wall 151315-0wc-8 s 0.00 0.00 0 0 0 0 0 0 'N R2 BC 0 BC s 4.08 1.11 370 1299 353 187 616 167 laz U3 0 s 21.00 12.95 15 315 194 0 0 0 laz U30 S30 s 21.00 15.17 36 756 546 36 756 546 laz U30 S30 s 0.00 0.00 0 0 0 0 0 0 laz U30 S30 s 0.00 0.00 0 0 0 0 0 0 lQ/all 151315-0wc-8 w 0.00 0.00 0 0 0 0 0 0 laz U30 S30 w 0.00 0.00 0 0 0 0 0 0 l al�l� R20 BC BCS30 w 4.08 1.11 561 1928 523 8 34 9 laz U3 0 w 21.00 33.10 12 252 397 0 0 0 laz U30 S30 w 21.00 33.10 20 420 662 0 0 0 laz U30 S30 w 21.00 33.10 23 473 745 0 0 0 laz U30 S30 w 21.00 33.10 15 315 497 0 0 0 laz U30 S30 w 21.00 33.10 19 394 621 0 0 0 Wall R20 BC - 0.00 0.00 0 0 0 0 0 0 Ceil R49 flat - 1.76 0.82 1560 2739 1272 289 507 236 Flat 20P -38c - 2.10 0.22 152 319 34 0 0 0 Flat 21A -32t - 0.00 0.00 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.21 3505 721 Effect WAR WAR 12 Sensible Load (Btuh) ACH 1.00 422 0.21 87 0.11 Latent Load (Btuh) -636 Internal a Occupants at 230 and 200 Btuh 4 920 800 2 460 400 b Scenario number 500 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 19701 12356 164 3904 2496 Duct EHLF&ESGF 0 0 0 0 0 0 15 Loads EEG 0 0 16 Ventilation Loads Vent Cfm 46 E Cfm 46 1148 262 -988 17 Winter Humidification Load Gal/Day 6.5 2497 18 Piping Load 0 19 Blower Heat 0 20 AED Excursion & Latent Moisture Migration Load0 -176 21 Total Load Sum lines 13 through 19 23345 12619 0 3904 2496 City of Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wheat Ridge YlF ofi" soR� 2020 -Oct -19 13 07 31 °'^' " """""-'•" "• Right4Suite® Universal 201919.0.12 RSU20087 'A BuildinlrQl°nrision \5904 W 371h\5904 W 37th -Man J&D_2020-09-17. rup Calc =MJ8 Front Door faces: N EENERGY i INNOVATIONS Right -J8® Form A UpperAH Energy Innovations LLC Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eibouldercom Job: 5904 W 37th Place Date: October 19, 2020 By: Max Nuttelman 1 Name of Room M Bath 2nd Mech 2 Runnirg Feet of Exposed Wall 12.8 ft 0 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 10.0 ft 500.0 ft' 10.0 ft 240.0 ft' 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 13.3 x 11.8 ft 155.7 ft' 5.5 x 6.5 ft 35.8 ft' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 155.7 ft' 0 35.8 ft' Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Length Length Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 Wall 151315-0wc-8 n 0.00 0.00 0 0 0 0 0 0 all R20 BC n 4.08 1.11 0 0 0 0 0 0 laz U30 S30 n 0.00 0.00 0 0 0 0 0 0 laz U30 S30 n 21.00 10.59 0 0 0 0 0 0 11 laz U30 S30 n 21.00 10.59 0 0 0 0 0 0 laz U30 S30 n 0.00 0.00 0 0 0 0 0 0 laz U30 S30 n 21.00 10.59 0 0 0 0 0 0 Wall 151315-0wc-8 e 0.00 0.00 0 0 0 0 0 0 R20 BC a 4.08 1.11 128 465 126 0 0 0 laz U30 S30 e 0.00 0.00 0 0 0 0 0 0 laz U30 S30 e 21.00 33.10 14 284 447 0 0 0 laz nlaz U30 S30 e 21.00 33.10 0 0 0 0 0 0 laz U30 S30 e 21.00 33.10 0 0 0 0 0 0 laz U30 S30 e 21.00 33.10 0 0 0 0 0 0 U30 S30 e 0.00 0.00 0 0 0 0 0 0 Wall 151315-0wc-8 s 0.00 0.00 0 0 0 0 0 0 'N R2 BC 0 BC s 4.08 1.11 0 0 0 0 0 0 laz U3 0 s 21.00 12.95 0 0 0 0 0 0 laz U30 S30 s 21.00 15.17 0 0 0 0 0 0 laz U30 S30 s 0.00 0.00 0 0 0 0 0 0 laz U30 S30 s 0.00 0.00 0 0 0 0 0 0 lQ/all 151315-0wc-8 w 0.00 0.00 0 0 0 0 0 0 laz U30 S30 w 0.00 0.00 0 0 0 0 0 0 l al�l� R20 BC BCS30 w 4.08 1.11 0 0 0 0 0 0 laz U3 0 w 21.00 33.10 0 0 0 0 0 0 laz U30 S30 w 21.00 33.10 0 0 0 0 0 0 laz U30 S30 w 21.00 33.10 0 0 0 0 0 0 laz U30 S30 w 21.00 33.10 0 0 0 0 0 0 laz U30 S30 w 21.00 33.10 0 0 0 0 0 0 Wall R20 BC - 0.00 0.00 0 0 0 0 0 0 Ceil R49 flat - 1.76 0.82 156 273 127 36 63 29 Flat 20P -38c - 2.10 0.22 0 0 0 0 0 0 Flat 21A -32t - 0.00 0.00 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.21 240 0 Effect WAR WAR 12 Sensible Load (Btuh) ACH 0.07 29 0 0 0.11 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 1262 744 0 0 Duct EHLF&ESGF 0 0 0 0 0 0 15 Loads EEG 0 0 16 Ventilation Loads Vent Cfm 46 E Cfm 46 17 Winter Humidification Load Gal/Day 6.5 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load 15 -2 21 Total Load Sum lines 13 through 19 1262 744 0 0 City of Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. to/hoat aielge �� wrightsoR� 2020 -Oct -19 13 07 31 3 904 W 7t Rin J&D to 20 0917 rupersal 19 le 0.MJ812 Front D BuildinJ'�Slon \5904 W 37th\5904 W 37th -Man J&D_2020-09-17.rup Calc = MJ8 From Door faces: N EENERGY i INNOVATIONS Right -J8® Form A UpperAH Energy Innovations LLC Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eibouldercom Job: 5904 W 37th Place Date: October 19, 2020 By: Max Nuttelman 1 Name of Room Guest BE 1 Guest BE 2 2 Runnirg Feet of Exposed Wall 13.3 ft 31.8 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 10.0 ft 660.0 ft' 10.0 ft 605.0 ft' 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 1.0 x 198.4 ft 198.4 ft' 1.0 x 211.1 ft 211.1 ft' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 198.4 ft' 0 211.1 ft' Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Length Length Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 Wall 151315-0wc-8 n 0.00 0.00 0 0 0 0 0 0 all R20 BC n 4.08 1.11 0 0 0 175 485 132 laz U30 S30 n 0.00 0.00 0 0 0 0 0 0 laz U30 S30 n 21.00 10.59 0 0 0 0 0 0 11 laz U30 S30 n 21.00 10.59 0 0 0 0 0 0 laz U30 S30 n 0.00 0.00 0 0 0 0 0 0 laz U30 S30 n 21.00 10.59 0 0 0 56 1176 593 Wall 151315-0wc-8 e 0.00 0.00 0 0 0 0 0 0 R20 BC a 4.08 1.11 0 0 0 0 0 0 laz U30 S30 e 0.00 0.00 0 0 0 0 0 0 laz U30 S30 e 21.00 33.10 0 0 0 0 0 0 laz nlaz U30 S30 e 21.00 33.10 0 0 0 0 0 0 laz U30 S30 e 21.00 33.10 0 0 0 0 0 0 laz U30 S30 e 21.00 33.10 0 0 0 0 0 0 U30 S30 e 0.00 0.00 0 0 0 0 0 0 Wall 151315-0wc-8 s 0.00 0.00 0 0 0 0 0 0 'N R2 BC 0 BC s 4.08 1.11 20 82 22 15 61 17 laz U3 0 s 21.00 12.95 0 0 0 0 0 0 laz U30 S30 s 21.00 15.17 0 0 0 0 0 0 laz U30 S30 s 0.00 0.00 0 0 0 0 0 0 laz U30 S30 s 0.00 0.00 0 0 0 0 0 0 lQ/all 151315-0wc-8 w 0.00 0.00 0 0 0 0 0 0 laz U30 S30 w 0.00 0.00 0 0 0 0 0 0 l al�l� R20 BC BCS30 w 4.08 1.11 113 367 100 128 459 125 laz U3 0 w 21.00 33.10 0 0 0 0 0 0 laz U30 S30 w 21.00 33.10 0 0 0 0 0 0 laz U30 S30 w 21.00 33.10 23 473 745 0 0 0 laz U30 S30 w 21.00 33.10 0 0 0 15 315 497 laz U30 S30 w 21.00 33.10 0 0 0 0 0 0 Wall R20 BC - 0.00 0.00 0 0 0 0 0 0 Ceil R49 flat - 1.76 0.82 198 348 162 211 371 172 Flat 20P -38c - 2.10 0.22 0 0 0 152 319 34 Flat 21A -32t - 0.00 0.00 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.21 250 598 Effect WAR WAR 12 Sensible Load (Btuh) ACH 0.07 30 0.17 72 0.11 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 1 230 200 1 230 200 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 1536 1575 3802 1895 Duct EHLF&ESGF 0 0 0 0 0 0 15 Loads EEG 0 0 16 Ventilation Loads Vent Cfm 46 E Cfm 46 17 Winter Humidification Load Gal/Day 6.5 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load 280 17 21 Total Load Sum lines 13 through 19 1536 1575 3802 1895 City of Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Wheat Ridge �� wrightsoR� 2020 -Oct -19 13 07 31 w °^ 7 904 7t RigJ&Dht 00091sal2olsle19 oM Front BuildingDrf®f5ibn \5904 W 37th\5904 W 37th -Man J&D_2020-09-17.rup Calc = MJ8 From Door faces: N EENERGY i INNOVATIONS Right -J8® Form A UpperAH Energy Innovations LLC Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eibouldercom Job: 5904 W 37th Place Date: October 19, 2020 By: Max Nuttelman 1 Name of Room M Closet 2nd Halls 2 Runnirg Feet of Exposed Wall 22.5 ft 36.0 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 10.0 ft 450.0 ft' 10.0 ft 1155.0 ft' 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 8.5 x 14.0 ft 119.0 ft' 1.0 x 329.0 ft 329.0 ft' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 119.0 ft' 0 329.0 ft' Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Length Length Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 Wall 151315-0wc-8 n 0.00 0.00 0 0 0 0 0 0 all R20 BC n 4.08 1.11 0 0 0 70 194 53 laz U30 S30 n 0.00 0.00 0 0 0 0 0 0 laz U30 S30 n 21.00 10.59 0 0 0 23 473 238 11 laz U30 S30 n 21.00 10.59 0 0 0 0 0 0 laz U30 S30 n 0.00 0.00 0 0 0 0 0 0 laz U30 S30 n 21.00 10.59 0 0 0 0 0 0 Wall 151315-0wc-8 e 0.00 0.00 0 0 0 0 0 0 R20 BC a 4.08 1.11 0 0 0 160 495 134 laz U30 S30 e 0.00 0.00 0 0 0 0 0 0 laz U30 S30 e 21.00 33.10 0 0 0 0 0 0 laz nlaz U30 S30 e 21.00 33.10 0 0 0 0 0 0 laz U30 S30 e 21.00 33.10 0 0 0 20 420 662 laz U30 S30 e 21.00 33.10 0 0 0 19 394 621 U30 S30 e 0.00 0.00 0 0 0 0 0 0 Wall 151315-0wc-8 s 0.00 0.00 0 0 0 0 0 0 'N R2 BC 0 BC s 4.08 1.11 140 510 138 8 31 8 laz U3 0 s 21.00 12.95 15 315 194 0 0 0 laz U30 S30 s 21.00 15.17 0 0 0 0 0 0 laz U30 S30 s 0.00 0.00 0 0 0 0 0 0 laz U30 S30 s 0.00 0.00 0 0 0 0 0 0 lQ/all 151315-0wc-8 w 0.00 0.00 0 0 0 0 0 0 laz U30 S30 w 0.00 0.00 0 0 0 0 0 0 l al�l� R20 BC BCS30 w 4.08 1.11 85 347 94 123 342 93 laz U3 0 w 21.00 33.10 0 0 0 0 0 0 laz U30 S30 w 21.00 33.10 0 0 0 20 420 662 laz U30 S30 w 21.00 33.10 0 0 0 0 0 0 laz U30 S30 w 21.00 33.10 0 0 0 0 0 0 laz U30 S30 w 21.00 33.10 0 0 0 19 394 621 Wall R20 BC - 0.00 0.00 0 0 0 0 0 0 Ceil R49 flat - 1.76 0.82 119 209 97 329 578 268 Flat 20P -38c - 2.10 0.22 0 0 0 0 0 0 Flat 21A -32t - 0.00 0.00 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.21424 679 Effect WAR WAR 12 Sensible Load (Btuh) ACH 0.12 51 0.19 82 0.11 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 1805 589 4431 3221 Duct EHLF&ESGF 0 0 0 0 0 0 15 Loads EEG 0 0 16 Ventilation Loads Vent Cfm 46 E Cfm 46 17 Winter Humidification Load Gal/Day 6.5 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load 14 -227 21 Total Load Sum lines 13 through 19 1805 589 4431 3221 City of Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wheat Ridge YlF ofi" soR� 2020 -Oct -19 13 07 31 °'^' " """""-'•" "• Right4Suite® Universal 201919.0.12 RSU20087 'A BuildiRiVfNvision \5904 W 371h\5904 W 37th -Man J&D_2020-09-17. rup Calc = MJ8 Front Door faces: N EENERGY i INNOVATIONS Right -J8® Form A UpperAH Energy Innovations LLC Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eibouldercom Job: 5904 W 37th Place Date: October 19, 2020 By: Max Nuttelman 1 Name of Room Laundry Guest Bath 2 2 Runnirg Feet of Exposed Wall 21.0 ft 4.8 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 10.0 ft 430.0 ft' 10.0 ft 300.0 ft' 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 10.8 x 10.8 ft 115.6 ft' 5.5 x 9.5 ft 52.3 ft' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 115.6 ft' 0 52.3 ft' Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Length Length Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 Wall 151315-0wc-8 n 0.00 0.00 0 0 0 0 0 0 all R20 BC n 4.08 1.11 108 324 88 0 0 0 laz U30 S30 n 0.00 0.00 0 0 0 0 0 0 laz U30 S30 n 21.00 10.59 0 0 0 0 0 0 11 laz U30 S30 n 21.00 10.59 28 588 297 0 0 0 laz U30 S30 n 0.00 0.00 0 0 0 0 0 0 laz U30 S30 n 21.00 10.59 0 0 0 0 0 0 Wall 151315-0wc-8 e 0.00 0.00 0 0 0 0 0 0 R20 BC a 4.08 1.11 103 418 114 0 0 0 laz U30 S30 e 0.00 0.00 0 0 0 0 0 0 laz U30 S30 e 21.00 33.10 0 0 0 0 0 0 laz nlaz U30 S30 e 21.00 33.10 0 0 0 0 0 0 laz U30 S30 e 21.00 33.10 0 0 0 0 0 0 laz U30 S30 e 21.00 33.10 0 0 0 0 0 0 U30 S30 e 0.00 0.00 0 0 0 0 0 0 Wall 151315-0wc-8 s 0.00 0.00 0 0 0 0 0 0 'N R2 BC 0 BC s 4.08 1.11 0 0 0 0 0 0 laz U3 0 s 21.00 12.95 0 0 0 0 0 0 laz U30 S30 s 21.00 15.17 0 0 0 0 0 0 laz U30 S30 s 0.00 0.00 0 0 0 0 0 0 laz U30 S30 s 0.00 0.00 0 0 0 0 0 0 lQ/all 151315-0wc-8 w 0.00 0.00 0 0 0 0 0 0 laz U30 S30 w 0.00 0.00 0 0 0 0 0 0 l al�l� R20 BC BCS30 w 4.08 1.11 0 0 0 48 169 46 laz U3 0 w 21.00 33.10 0 0 0 6 126 199 laz U30 S30 w 21.00 33.10 0 0 0 0 0 0 laz U30 S30 w 21.00 33.10 0 0 0 0 0 0 laz U30 S30 w 21.00 33.10 0 0 0 0 0 0 laz U30 S30 w 21.00 33.10 0 0 0 0 0 0 Wall R20 BC - 0.00 0.00 0 0 0 0 0 0 Ceil R49 flat - 1.76 0.82 116 203 94 52 92 43 Flat 20P -38c - 2.10 0.22 0 0 0 0 0 0 Flat 21A -32t - 0.00 0.00 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.21 396 90 Effect WAR WAR 12 Sensible Load (Btuh) ACH 0.11 48 0.03 11 0.11 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 500 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 1929 1065 491 382 Duct EHLF&ESGF 0 0 0 0 0 0 15 Loads EEG 0 0 16 Ventilation Loads Vent Cfm 46 E Cfm 46 17 Winter Humidification Load Gal/Day 6.5 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load -75 78 21 Total Load Sum lines 13 through 19 1929 1065 491 382 City of Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. to/hoat aielge �� wrightsoR� 2020 -Oct -19 13 07 31 3 904 W 7t Rin J&D to 20 0917 rupersal 19 le 0.MJ812 Front D BuildinJ'�Slon \5904 W 37th\5904 W 37th -Man J&D_2020-09-17.rup Calc = MJ8 From Door faces: N EENERGY i INNOVATIONS Right -J8® Form A UpperAH Energy Innovations LLC Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eibouldercom Job: 5904 W 37th Place Date: October 19, 2020 By: Max Nuttelman 1 Name of Room Guest Bath 1 2 3 Running Feet of Exposed Wall Ceiling Ht (Ft) and Gross W all Area (SgFt) 5.8 ft 10.0 ft 305.0 ft' 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 5.8 x 9.5 ft 54.6 ft' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 54.6 ft' Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Length Length Htg. Clg. HeatingS-Clg L-Clg Heating S-Clg L-Clg 6 Wall 151315-0wc-8 n 0.00 0.00 0 0 0 all R20 BC n 4.08 1.11 0 0 0 laz U30 S30 n 0.00 0.00 0 0 0 laz U30 S30 n 21.00 10.59 0 0 0 11 laz U30 S30 n 21.00 10.59 0 0 0 laz U30 S30 n 0.00 0.00 0 0 0 laz U30 S30 n 21.00 10.59 0 0 0 Wall 151315-0wc-8 e 0.00 0.00 0 0 0 R20 BC a 4.08 1.11 0 0 0 laz U30 S30 e 0.00 0.00 0 0 0 laz U30 S30 e 21.00 33.10 0 0 0 laz nlaz U30 S30 e 21.00 33.10 0 0 0 laz U30 S30 e 21.00 33.10 0 0 0 laz U30 S30 e 21.00 33.10 0 0 0 U30 S30 e 0.00 0.00 0 0 0 Wall 151315-0wc-8 s 0.00 0.00 0 0 0 'N R2 BC 0 BC s 4.08 1.11 0 0 0 laz U3 0 s 21.00 12.95 0 0 0 laz U30 S30 s 21.00 15.17 0 0 0 laz U30 S30 s 0.00 0.00 0 0 0 laz U30 S30 s 0.00 0.00 0 0 0 lQ/all 151315-0wc-8 w 0.00 0.00 0 0 0 laz U30 S30 w 0.00 0.00 0 0 0 l al�l� R20 BC BCS30 w 4.08 1.11 58 210 57 laz U3 0 w 21.00 33.10 6 126 199 laz U30 S30 w 21.00 33.10 0 0 0 laz U30 S30 w 21.00 33.10 0 0 0 laz U30 S30 w 21.00 33.10 0 0 0 laz U30 S30 w 21.00 33.10 0 0 0 Wall R20 BC - 0.00 0.00 0 0 0 Ceil R49 flat - 1.76 0.82 55 96 45 Flat 20P -38c - 2.10 0.22 0 0 0 Flat 21A -32t - 0.00 0.00 0 0 0 Infiltration Heating Load (Btuh) 0.21 108 Effect WAR 12 Sensible Load (Btuh) ACH 0.03 13 0.11 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 b Scenario number 0 13 c Default Adjustments d Custom Appliances 0 0 e Plants 0 14 Subtotals Sum lines 6 through 12 540 390 Duct EHLF&ESGF 0 0 0 0 15 Loads EEG 0 16 Ventilation Loads Vent Cfm 46 E Cfm 46 17 Winter Humidification Load Gal/Day 6.5 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load 77 21 Total Load Sum lines 13 through 19 540 390 City O Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wheat Ridge YlF of i" soR� 2020 -Oct -19 13 07 31 Buildin ° Right SuiteO Universal 201919.0.12 RSU20087 g�ISIOn \5904 W 371h\5904 W 37th -Man J&D_2020-09-17.rup Calc = MJ8 From Door faces: N EENERGY Load Short Form � INNOVATIONS UpperAH Energy Innovations LLC Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eiboulder.com r For: Brent Metz Htg Clg Outside db (°F) 0 91 Inside db (°F) 70 75 Design TD (°F) 70 16 Daily range - H Inside humidity (%) 30 50 Moisture difference (gr/Ib) 35 -39 HEATING EQUIPMENT 0.70 Make Carrier Trade Carrier Performance 95 Single - Model 59SP5A040E 17--12 AHRI ref 0 Efficiency 96.5 AFU E Make Carrier Heating input 40000 Btuh Heating output 31200 Btuh Temperature rise 58 OF Actual air flow 600 cfm Air flow factor 0.030 cfm/Btuh Static pressure 0.70 in H2O Space thermostat Btuh Total cooling Method Construction quality Fireplaces Job: 5904 W 37th Place Date: October 19, 2020 By: Max Nuttelman Infiltration Simplified Semi -tight 1 (Tight) COOLING EQUIPMENT Area (ft2) Make Carrier Clg load (Btuh) Htg AVF (cfm) Trade CARRIER M Bedroom 289 Cond 24ACA418CO0300 2496 119 Coil CNPVP2417ALA+59SP5A040E17--12 AHRI ref 9171705 156 1262 Efficiency 12.5 EER, 15 SEER 38 Sensible cooling 14535 Btuh Latent cooling 2565 Btuh Total cooling 17100 Btuh Actual air flow 600 cfm Air flow factor 0.049 cfm/Btuh Static pressure 0.70 in H2O Load sensible heat ratio 1.00 119 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) M Bedroom 289 3904 2496 119 121 M Bath 156 1262 744 38 36 2nd Mech 36 0 0 0 0 Guest BR 1 198 1536 1575 47 76 Guest BR 2 211 3802 1895 116 92 M Closet 119 1805 589 55 29 2nd Halls 329 4431 3221 135 156 Laundry 116 1929 1065 59 52 Guest Bath 2 52 491 382 15 19 t-..--+ 0_4k i CC CAn Inn iG A() City of Bold/italic values have been manually overridden Wheat Ridge Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Building Division wrightsoft, 2020 -Oct -19 13:07:33 A1111el.=, ,,,n..Ll,,w„-,N�„y Right -Suite® Universal 2019 19.0.12 RSU20087 Page 1 ACICK ..\5904 W 37th\5904 W 37th—Man J&D_2020-09-17.rup Calc = MJ8 Front Door faces: N Upper AH 1560 19701 12356 600 600 Other equip loads 3645 262 Equip. @ 1.00 RSM 12619 Latent cooling 0 TnTni c .In noon. �nl�n Inn Inn City of Wheat Ridge Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Building Division WrightsofC® 2020Oct13:07:33 ....,-,....,..F,„mF., Righf-Suife® Universal 201919-0-12RSU20087 Page ACCK \5904 W 371h\5904 W 37th -Man AD_2020-09-17. rup Calc = MJ8 From Door faces: N EENERGY Duct System Summary Job: 5904 W 37th Place i INNOVATIONS Date: October 19, 2020 UpperAH By: Max Nuttelman Energy Innovations LLC Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eiboulder.com For: Brent Metz 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 0.36 in H2O 0.34 in H2O 0.239 / 0.101 in H2O 0.078 in/ 100ft 600 cfm Cooling 0.70 in H2O 0.36 in H2O 0.34 in H2O 0.239 / 0.101 in H2O 0.078 in/ 100ft 600 cfm 436 ft 78 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 2nd Halls c 1610 67 78 0.082 6.0 0x0 ShMt 14.8 275.0 sti 2nd Halls -A c 1610 67 78 0.078 6.0 0x0 ShMt 21.5 285.0 sti Guest BR 1 c 1575 47 76 0.080 6.0 Ox 0 ShMt 23.3 275.0 st3 Guest BR 2 h 1901 58 46 0.090 5.0 Ox 0 ShMt 21.8 245.0 st2 Guest BR 2-A h 1901 58 46 0.086 5.0 Ox 0 ShMt 13.0 265.0 st2 Guest Bath 1 c 390 16 19 0.079 4.0 Ox 0 ShMt 14.0 290.0 st3 Guest Bath 2 c 382 15 19 0.091 4.0 Ox 0 ShMt 7.8 255.0 st2 Laundry h 1929 59 52 0.082 5.0 0x0 ShMt 26.5 265.0 sti M Bath h 1262 38 36 0.079 5.0 Ox 0 ShMt 21.3 280.0 st3 M Bedroom c 1248 59 61 0.080 6.0 Ox 0 ShMt 31.8 265.0 st3 M Bedroom -A c 1248 59 61 0.083 5.0 Ox 0 ShMt 42.8 245.0 st3 M Closet h 1805 55 29 0.084 5.0 Ox 0 ShMt 30.0 255.0 st3 wrightsoff, <<.1.1,1 ,�l., Right -Suite® Universal 2019 19.0.12 RSU20087 ACICK ..\5904 W 37th\5904 W 37th -Man J&D_2020-09-17.rup Calc = MJ8 Front Door faces: N City of Wheat Ridge Building Division 2020 -Oct -19 13:07:33 Page 1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk sti Peak AVF 194 208 0.078 471 9.0 0 x 0 ShtMetl st2 Peak AVF 131 111 0.086 489 7.0 0 x 0 ShtMetl st3 Peak AVF 276 281 0.079 506 9.0 8 x 10 ShtMetl wrightsoff, <<.1.1,1 ,�l., Right -Suite® Universal 2019 19.0.12 RSU20087 ACICK ..\5904 W 37th\5904 W 37th -Man J&D_2020-09-17.rup Calc = MJ8 Front Door faces: N City of Wheat Ridge Building Division 2020 -Oct -19 13:07:33 Page 1 Name Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct PeakAVF Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Mail Trunk rb7 12X5 131 111 86.0 0.118 489 7.0 Ox 0 ShMt rt1 rb9 12X8 194 208 116.0 0.087 596 8.0 Ox 0 ShMt rt1 rb2 12x8 212 186 129.8 0.078 389 10.0 Ox 0 ShMt rt1 rb8 12X4 63 95 127.3 0.079 486 6.0 Ox 0 ShMt rt1 Name Trunk Type Htg (cfm) Clg (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk rt1 PeakAVF 600 600 0.078 617 12.0 10 x 14 ShtMetl City of Wheat Ridge Building Division Wrightsoft® 2020 -Oct -19 13 07 33 Right -Suite® Universal 2019 19-0-12 RSU20087 Page 2 ACCK \5904 W 371h\5904 W 37th—Man AD_2020-09-17. rup Calc = MJ8 Front Door faces: N EENERGY Static Pressure and Friction Rate Job: 5904 W 37th Place ll INNOVATIONS Date: October 19, 2020 UpperAH By: Max Nuttelman Energy Innovations LLC Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eiboulder.com For: Brent Metz City of Wheat Ridge Building Division wrightsoft® 2020 -Oct -19 13:07:34 A AMRe• �. Right -Suite® Universal 2019 19.0.12 RSU20087 Page 1 ...\5904 W 37th\5904 W 37th_Man J&D_2020-09-17.rup Calc = MJ8 Front Door faces: N Supply Return AvailablePressure (ft) 15 (ft) 4 Heating Cooling (in H2O) (in H2O) External static pressure 0.70 0.70 Pressure losses 307 Coil 0.18 0.18 Heat exchanger 0 0 Supply diffusers 0.06 0.06 Return grilles 0.06 0.06 Filter 0.06 0.06 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 City of Wheat Ridge Building Division wrightsoft® 2020 -Oct -19 13:07:34 A AMRe• �. Right -Suite® Universal 2019 19.0.12 RSU20087 Page 1 ...\5904 W 37th\5904 W 37th_Man J&D_2020-09-17.rup Calc = MJ8 Front Door faces: N Supply Return Measured length of run -out (ft) 15 (ft) 4 Measured length of trunk 7 16 Equivalent length of fittings 285 110 Total length 307 130 Total effective length 436 Friction i Heating Cooling (in/ 100ft) (in/ 100ft) Supply Ducts 0.078 OK 0.078 OK Return Ducts 0.078 OK 0.078 OK Fitting Equivalent LengthDetails Supply 4AD=60, 212=85, 8133=20, 11`1=120: TotalEL=285 Return 6M=20, 8AE=10, 6CA=10, 6CA=10, 8E=10, 6CA=10, 5A=40: Total EL=110 City of Wheat Ridge Building Division wrightsoft® 2020 -Oct -19 13:07:34 A AMRe• �. Right -Suite® Universal 2019 19.0.12 RSU20087 Page 1 ...\5904 W 37th\5904 W 37th_Man J&D_2020-09-17.rup Calc = MJ8 Front Door faces: N Second Floor Job #: 5904 W 37th Place Energy Innovations LLC Performed by Max Nuttelman for: Brent Metz Phone: 720.281.4554 www.eiboulder.com maxt7aeiboulder.com City of Wheat Ridge Building Division Scale: 1 : 125 Page 1 Right -Suite@ Universal 2019 19.0.12 RSU20087 2020 -Oct -19 13:07:38 .04 W 37th_Man AD_2020-09-17.rup 4 City of � WheatRige COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 October 7, 2019 OFFICIAL ADDRESS CHANGE NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: NEW ADDRESS: 5868 (Lot 4),5886 (Lot 3),5904 (Lot 2) and 5922 (Lot 1) West 37" Place of the Metz Estates Subdivision CURRENT ADDRESS: 5890 and 5910 West 371 Place • Fred L Spallone Subdivision, Lot 19,18 and 10, Section Parcel #:39-251-07-006 and 39-251-07-007 NOTES: This is a courtesy notification. AUTHORIZED BY: DATE: M 17119 DISTRIBUTION: 1. Property Owner 2. Addressing_@jeffco.us Jefferson County Assessor: Data Control, Lacey Baker; Jefferson County Elections: Holly Roth; Jeffco IT Services (Mapping): Steve Mitchel 3. Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden, CO 80401 4. U.S. Post Office, 3700 Tennyson St., Denver CO 80212 5. Email to arlene.a.vickrey(&usps.gov; mariann.szasz(d)usps.gov; carmen.s.suarezAusps.goy; theresa.a.kraftAusps.gov 6. Xcel Energy, iacob.van.laere(&xcelenerg, 7. Century Link, robert.davisAcenturylink.com; rachel.weaver(&centurylink.com 8. Comcast, scott mooreAcable.comcast.com 9. WR Water District: barrv(d,wrwdistrict.com 10. WR Sanitation District: bwillis(-&martinmartin.com; infoAwheatridgesanitation.com; mbakarichAmorainco. com; 11. Fire Department: planreview(&westmetrofire.org 12. Wheat Ridge Planning Division 13. Wheat Ridge Building Division 14. GIS Specialist 15. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: www.ci.w heatridge.com s DATE: Vicinity Map a LOTS. LOT 23 A LOfM LOT27 LOTM LOT 20 [OT!8 LOT 79 � zcmm c zolm •L xa+t•3 r}r b7m R,c MRS W, aacc a. = tars r. n: H d: i j liJ'V • IEdY EE9'a?f ` ftr ►y �'3 g :Y JI'riN _ _ W 3_TfH PL-- — -- — — — — — — aso u----- -- --- r. - nr--- {� f V.YY I• 1e •'.nb. E�.. �• i/ oauraz yx.w\L• i ` dJDP �zEm 901 � F9 _ LOT 16 y. ul Ir � I L;i ut; 3 Ip� zo'm Aae p LOT 7 '• LOT 2 I / LOT 3 LO? 4 x 4 o� LOTis 5922 i 5904 j I - 5868 gmLOT, LCNRD A -1C i MST ASR.' w R is r L sc.n vid. 8' arn.+. BLOCK BLOCK2 -7 t" w..�n • 5886 FR2DLlPALLmPe SLID NVBSM a 11 I 1 mKcn.,� 8 LOT Y. i �+q m -$I F��M't 1YY .{LLrltlf, r ^ AW wWS W777.7 �Lc..n R zr 7fv Vt