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HomeMy WebLinkAbout3239 Robb StreetFOE OFFICE USE ONLY Appovel on City of WheatR'ddge COMmusam DEV EIAPMENr Inspector W¢ City of Wheat Ridge Municipal Building 75W W. 296 Ave. WheatRidge,CO 80033-8001 P:303.235.2846 F:303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Commercial and Multi -Family Developments This form must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This form must be accompanied by a Construction Control Plan following the procedure found on the reverse side of this form. DATE: MARCH 7, 2021 PERMIT# 202002148 ADDRESS: 3239 ROBB STREET LOT 3 ,BLOCK - MERKWOOD ESTATES SUBDIVISION SURVEYOR: 1 hereby certify that the elevations and distances shown on the attached sheets and as stated below for the recently formed or constructed structural foundation for the above property have been measured by me or directly under my supervision. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be FRONT: 30 FEET REAR: 1S FEET SIDE: 15 FEET SIDE: 15 FEET The foundation comer ELEVATIONS (NAV1188) have been determined to be: FRONT: 5442.70' REAR: 5442.73' SIDE: 5442.71' SIDE: 5442.75, All measurements have been determined on the following location: (Check only one): Top of proposed foundation wall prior to placement of concrete X Top of foundation wall subsequent to placement of concrete The setback and elevation measurements are included on the attached Construction Control Plan R.r 111301a Si ned� C/ PrintA�iy+o.4n ,e o 3 /7,2/ jg Date /72d1. /6. 'L�2/ ^--^' LAND ,, R.r 111301a EXHIBIT FOUND NAIL AND BRASS TAG OUTSIDE OF EXISTING FOUNDATION WALLS N LOT 5 o DRAINAGE AND N8920'WE 125.49' UTILITY EASEMENT 41.75_'N � 2.0' 0 h_10.0' Y14$p 442q.73'0=9 cEXISTING 54427' LLJFOUNDATIOX36.3' NW 71L55�.8' Nthaownr—n GO m0 I 45.5'LO5442.71• 10.0'J. -�_ - 2.0' N89 -20-04 -E 125.49 0 DRAINAGE AND LOT 3 UTILITY EASEMENT SCALE 1' = 30' N NOTICE TO SURVEYOR: t. Se auans shall the shown far ALL faundpuon comes. W E 2. council comes wilm minimum elrvaticn and setback distance shall ne iaeminee. s. omwmq must two propenr armed (North — tap a page). 4. Shaw the rwdwaY in had of propMY, 5 5. If dl Is to scale, provide the scale. If not to—scale show as N.LS. 7/13/2021 w0 R K S H O COLORADO 3239 Robb St RFI Print Work Shop Colorado 3239 Robb St Printed: Jul 13, 2021 202002148 4373 Jason Street, Denver, CO 80211 Phone: 720-746-9240 RFI# - Title: 0001 - Air Sealing Exterior Walls per A.3 Assigned To: Evan Matthews Status: Completed Completed: Jul 13, 2021, 2:44 PM Question Evan Matthews Sent Tue, Jul 13, 2021, 12:29 PM Sections shown on A.3 indicate air sealing measures that are not required by code. Please see attached annotation to these section cuts that are not required by code. Per R402.4.1.1 the air barrier criteria for walls reads: 1. The junction of the foundation and sill plate shall be sealed. 2. The junction of the top plate and top of exterior walls shall be sealed. 3. Knee walls shall be sealed. There is no reference to the bottom plate sealing. Should the architect deem it pertinent to seal between the base of drywall and sill plate for additional, non -code -required measures, please advise if it is acceptable to fill the area between the bottom of drywall and subfloor with low -expansion polyurethane spray foam in lieu of gaskets or caulking. All Responses Seth Donnell Tue, Jul 13, 2021, 2:44 PM Filling the area between the bottom of the drywall and subfloor with low -expansion polyurethane spray foam in lieu of gaskets or caulking is an acceptable and equivalent alternative of sealing the bottom plate. The redlined annotation is also correct in calling out elements that are required and are not required per code. https://buildertrend.net/app/RFI/Print?id=354282 1/1 A i _ d City of Wh6atidKge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Mechanical Subcontractor This form must be completed & signed by the MECHANICAL SUBCONTRACTOR performing mechanical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 3239 Robb Street Wheat Rid e CO 80 33 General Contractor: Workshop Denver FORM wlU N " ' BE A(7(:EPTLD WIT N' ISSING INFORMATI N Company Name: Redline Heating andLDnin Contact Phone #: 303-420-5599 Wheat Ridge Contractor License #: 70210 (required field) Kandice Loux Printed Name of Authorized Agent 1<a,f� f_ e 04/14/2021 Signature of Authorized Agent Date i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: a ❑ No one available for inspection: Time L` AM/PM Re -Inspection required: iYes ,�No When corrections have been made, schedule for re -inspection online at: ' http✓/www.ci. wheatridge.co. uslinspection Date: 3- Inspector: DO NOT REMOVE THIS NOTICE ' 1 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE ff a03e Sewer U tLs k�_k�` Inspection Type: Job Address: 3a'39 j Permit Number: ] d �j j r L1 l ^cLp\ tali Q h� N V ❑ No one available for inspection: Time "6 a/PM Re -Inspection required: Yes moo, When corrections are complete, schedule re -inspection online. Date: -Z/19 Inspector: �; —L DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE V, Building Inspection Division 9r (303) 235-2855 Office INSPECTION NOTICE Inspection Type: c)-) P _ Job Address: �' Permit Number: Z d C) 0 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date. p ! r _inspector:= _......T rv�nx ilc ruic nlnrirF_ CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: `sem 6, ' i Permit Number: i ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. 1 r Date: Inspector:( — DO NOT REMOVE THIS NOTICE APEX ENGINEERS, INC. February 8, 2021 Project: 3239 ROBB ST. WHEAT RIDGE, CO COMPLIANCE LETTER To Whom It May Concern, This letter shall serve as verification that a representative(s) from Apex Engineers, Inc. ("Apex") performed periodic site observations during the Foundation Wall Reinforcement phase of construction for the above referenced project. Based on these observations, this structural phase of construction appears to be in general conformance with the approved Structural Plans and specifications. LIMITATIONS Apex has performed its services in a manner consistent with the standard of care and skill ordinarily exercised by members of our profession practicing under similar circumstances. The services of Apex should not be construed as Special Inspection services or full-time observation or inspection. Apex does not insure any result, nor does it warrant or guarantee that construction was properly performed. Even with constant monitoring, some construction defects may be missed. Apex is not responsible for the means, methods, sequences, and techniques of construction, since the contractor is solely responsible those and for the quality of work, adhering to plans, specifications, and appropriate codes, and repairing defects, deficiencies or omission, regardless of whether a defect is observed. In addition, the scope our services does not include any evaluation of the building or site for job - site safety and/or hazardous conditions. The contractor is solely responsible for safety and compliance with IRC, IBC, and OSHA standards. Finally, Apex's scope of services does not include any environmental assessment (such as, but not limited to mold, mildew, presence of hazardous or toxic materials in the soil, surface water, ground water, etc.). To the fullest extent permitted and allowed by law, Apex's client agrees to indemnify and hold harmless Apex and its owners, partners, officers, directors, employees, agents and sub - consultants, from and against all damage, liability and costs, including reasonable attorney's fees and cost of defense, arising out of the performance of these services, excepting only those damages, liabilities or costs attributable to the negligence or willful misconduct of Apex or its consultants. Please call if Apex Engineers, Inc. can be of further assistance. Submitted By: Reviewed By: Chad Pierce Apex Engineers, Inc. Jared Lambrecht, P.E. Apex Engineers, Inc. Digitally signed by Jared Lambrecht Date: 2021.02.08 14:05:17 -0700' APEX ENGINEERS, INC. February 8, 2021 Project: 3239 ROBB ST. WHEAT RIDGE, CO COMPLIANCE LETTER To Whom It May Concern, This letter shall serve as verification that a representative(s) from Apex Engineers, Inc. ("Apex") performed periodic site observations during the Foundation Wall Reinforcement phase of construction for the above referenced project. Based on these observations, this structural phase of construction appears to be in general conformance with the approved Structural Plans and specifications. LIMITATIONS Apex has performed its services in a manner consistent with the standard of care and skill ordinarily exercised by members of our profession practicing under similar circumstances. The services of Apex should not be construed as Special Inspection services or full-time observation or inspection. Apex does not insure any result, nor does it warrant or guarantee that construction was properly performed. Even with constant monitoring, some construction defects may be missed. Apex is not responsible for the means, methods, sequences, and techniques of construction, since the contractor is solely responsible those and for the quality of work, adhering to plans, specifications, and appropriate codes, and repairing defects, deficiencies or omission, regardless of whether a defect is observed. In addition, the scope our services does not include any evaluation of the building or site for job - site safety and/or hazardous conditions. The contractor is solely responsible for safety and compliance with IRC, IBC, and OSHA standards. Finally, Apex's scope of services does not include any environmental assessment (such as, but not limited to mold, mildew, presence of hazardous or toxic materials in the soil, surface water, ground water, etc.). To the fullest extent permitted and allowed by law, Apex's client agrees to indemnify and hold harmless Apex and its owners, partners, officers, directors, employees, agents and sub - consultants, from and against all damage, liability and costs, including reasonable attorney's fees and cost of defense, arising out of the performance of these services, excepting only those damages, liabilities or costs attributable to the negligence or willful misconduct of Apex or its consultants. Please call if Apex Engineers, Inc. can be of further assistance. Submitted By: Reviewed By: Chad Pierce Apex Engineers, Inc. Jared Lambrecht, P.E. Apex Engineers, Inc. Digitally signed by Jared Lambrecht Date: 2021.02.08 14:05:17 -0700' 1* � 4 i CITY OF WHEAT RIDGE IV 91 Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: r> Job Address: Permit Number: C A j C_)"() (1 IL-! 4�)V(. ,'l/ aVI, 6-,1-1 r - 1 . ❑ No one available for inspection: Time ! 11 1 AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: I ' 0�� Inspector:T DO NOT REMOVE THIS NOTICE A APEX ENG I NEE RS INC 2/2/2021 1140:41 AM RE: FOOTING COMPLIANCE 3239 ROBB ST WHEAT RIDGE, CO COMPLIANCE LETTER To Whom It May Concern, This letter shall serve as verification that representatives from Apex Engineers Inc. made periodic site observations during the Foundation Footing Reinforcement (U FER was observed) phases of the above referenced project. Based on these observations the structural phases of construction appear to be in general conformance with the approved Structural Plans and Specifications. LIMITATIONS Apex has performed its services in a manner consistent with the standard of care and skill ordinarily exercised by members of our profession practicing under similar circumstances. The services of Apex should not be construed as Special Inspection services or full-time observation or inspection. Apex does not insure any result, nor does it warrant or guarantee that construction was propedy performed. Even with constant monitoring, some construction defects may be missed. Apex is not responsible for the means, methods, sequences, and techniques of construction, since the contractor is solely responsible those and for the quality of work, adhering to plans, specifications, and appropriate codes, and repairing defects, deficiencies or omission, regardless of whether a defect is observed. In addition, the scope our services does not include any evaluation of the building or site forjob-site safety and/or hazardous conditions. The contractor is solely responsible for safety and compliance with IRC, IBC, and OSHA standards. Finally, Apex's scope of services does not include any environmental assessment (such as, but not limited to mold, mildew, presence of hazardous or toxic materials in the soil, surface water, ground water, etc.). To the fullest extent permitted and allowed by law, Apex's client agrees to indemnify and hold harmless Apex and its owners, partners, officers, directors, employees, agents and sub -consultants, from and against all damage, liability and costs, including reasonable attorney's fees and cost of defense, arising out of the performance of these services, excepting only those damages, liabilities or costs attributable to the negligence or willful misconduct of Apex or its consultants. n2l�Please call if Apex Engineers, Inc. can be of further assistance.61 Submitted By: Reviewed By: QAr e Digitally signed by Jared Dustin C. Stallings, P.E. fared Lambrecht, P.E. Lambrecht Date: 2021.02.02 11:41:24 -07'00' Apex Engineers, Inc. Apex Engineers, Inc. City of Wheat Ridge Single Family - New PERMIT - 202002148 PERMIT NO: 202002148 ISSUED: 12/21/2020 JOB ADDRESS: 3239 Robb St EXPIRES: 12/21/2021 JOB DESCRIPTION: New single family home with attached 3 car garage - 5,651 sq ft total *** CONTACTS *** OWNER (303)349-5960 MERKWOOD ESTATES LLC GC ( 72 0) 746-9240 BRAD WEIMAN 180180 WORKSHOP DENVER SUB (303)332-9727 PRO PLUMBING AND HEATING 130030 PRO PLUMBING AND HEATING INC. SUB (720)272-1288 DIEGO TELLEZ 120187 L&D ELECTRIC LLC SUB (720)938-2287 TODD BECK 022380 REDLINE HEATING & COOLING, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 729,937.00 FEES Total Valuation 0.00 Plan Review Fee 31235.08 Use Tax 15,328.68 Permit Fee 41977.05 Engin. Review Fee 150.00 ** TOTAL ** 23,690.81 *** 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. 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. 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. 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. BASEMENT AND SECOND FLOOR NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. All parking and driving areas shall be in conformance with Section 26-501 of the Zoning and Development Code. Prior to issuance of a CO, 2 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. Landscaping removed or damaged during construction must be replaced prior to final inspection. 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 be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125°% of the cost of the installation shall be required. At max. building coverage. No additional structures shall be permitted beyond what is shown on this permit. 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 L 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: Monday, October 19, 2020 4:53:07 PM New Residential Construction THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 3239 Robb St Property Owner Name Merkwood Estates LLC Property Owner Phone 303-349-5960 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Field not completed. Address Attach City of Wheat Sianed Electronic Payment Form .odf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Applicant Name Haley Talley What Is your role In the General Contractor, Architect project? Wheat Ridge 180180 Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contact Phone Number 303-349-5960 (enter WITH dashes, eg 303-123-4567) Contact Email Address haley@workshop-colorado.com for Plan Review Comments Retype Contact Email haley@workshop-colorado.com Address DESCRIPTION OF WORK Detailed Scope of New single family home with attached 3 car garage. Work - Example: New single family home with 2 car attached garage Square Footage of 5,651 New Construction Upload Proof of WaterPermltReV 3239RobbSt 08-10-20 ndf Submission to Water Department Upload Proof of Sanitation Perm itRev 3239RobbSt 09-22-20.odf Submission to Sanitation Department Engineering Letters Otherpocuments 3239RobbSt 10-19-20.zio and Other Letter Size Attachments Energy Calcs Manuals 3239RobbSt 10-19-20.odf Construction Plans scanned on 11'x17" or larger Project Value (contract value or cost of ALL materials and labor) Larae Drawinas 3239RobbSt 10-19-20.zio Living Space: 5,651 sf x $122.46 = $692,021 Garage: 785sf x $48.30 = $37,916 Total: $729,937 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 Haley Talley- of Work Shop Colorado 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. City of Pr Wheatljdge 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 for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 09-18-2020 Project Address: 3239 Robb St Name of Firm/Individual submitting documents: Work Shop Colorado Project Type/Description: Single family residence. Signature of Firm Representative or Individual: {-(al&4 Ya%/nu DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, , am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o Wheat Ridge Water District 0 Wheat Ridge Sanitation District 0 Consolidated Mutual Water District 0 Clear Creek Sanitation District 0 Valley Water District 0 Fruitdale Sanitation District 0 Denver Water 0 Westridge Sanitation District X Other Northwest Lakewood Sanitation District Agency Notes: Applicant must meet all District Standards and previous correspondence. For connection of service, provide application and fees to the District. L�% — 09/22/2020 Signature: �/ Date: ./�AMAULT MARTIN/MARTIN 00000"CONSULTING SU LTING ENGINEERS September 22, 2020 Haley Talley Workshop - Colorado Email: haley@workshop-colorado.com Re: Northwest Lakewood Sanitation District -3239 Robb St. Martin/Martin, Inc Project No.: 17.0638 Dear Ms. Talley, On behalf of the Northwest Lakewood Sanitation District (NWLSD), Martin/Martin Inc., acting as the District's Consulting Engineer, offers the following in response to the site plan received Friday September 18, 2020, concerning a proposed Single-family home development at the above referenced address. The Northwest Lakewood Sanitation District has no objections with the proposed development conditional on the items identified herein are fully addressed. The following are general requirements for sanitary sewer service. Rules, Regulations and Standards of the District must be complied with at all times. The subject lot appears to be entirely within the service and boundary area of the Northwest Lakewood Sanitation District. Treatment of sewage generated within the Northwest Lakewood Sanitation District is provided by Metro Wastewater Reclamation District. Existing District Sanitary Sewer Mainline(s) Northwest Lakewood Sanitation District has the following sanitary sewer mains in the vicinity of the proposed property: • 8 -inch mainline running south to north, east of the referenced property within Robb Street. It appears the 8 -inch mainline in Robb St. could service the property depending on the location of the sanitary service line in relation to the mainline. Connection to the mainline must be made with a Wye connection. It appears the property may be serviced by gravity flow; however, the owner/developer is responsible for determining horizontal locations and vertical depths of the existing sanitary sewer main(s) and potential conflicting utilities, to verify if service and gravity flow is feasible or if a private individual sewage ejector (lift station) is required. The issuance of a sewer tap permit by the District does not in any way guarantee that the property can be served by gravity flow. No underdrain or storm sump pump connections to District facilities are allowed. Utility Locates All projects must meet Colorado Revised Statue Title 9 for proper notification to the Notification Association by the Developer's professional engineer. It is also the owner's responsibility to include electronic locators on all new underground facilities, including service lines up to the structure or building being served. Submit details for tracer wire and associated test stations. Costs All costs involved are to be deposited in advance—engineering, reviews, design, legal, construction, observation and inspections — are the responsibility of the Owner/Developer at the then current rate fee structure. Please be aware of all fees are due prior to connection. A''%" water meter sizing for single family residence is anticipated, if this is not correct the District must be notified immediately prior to construction. Full addresses of each sanitary service are also required. A tap application is MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTINMARTIN.COM Northwest Lakewood Sanitation District -3239 Robb St. September 22, 2020 available online and must be submitted to the District for review. If credits for SFRE's are being requested for existing units(s)/buildings, the Developer must provide existing addresses, meter size, and if applicable, abandon the sanitary tap at the mainline (District observation and fee is required) prior to final new connection acceptance. A minimum 72 - hour notice prior to construction is required following District receipt of all fees. These fee amounts can be paid directly to the District Office prior to connection, payable to Northwest Lakewood Sanitation District, which also collects Metro Wastewater's "connection fees'. Any questions regarding this document, please contact us at (303) 431-6100. Sincerely, Bill Willis, PE Cc: Steve Beck— Northwest Lakewood Sanitation District Page 212 1 , r City of Wheatl ,i � c 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 for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 08-10-2020 Project Address: 3239 Robb St Name of Firm/individual submitting documents: Work Shop Colorado Project Type/Description: Single family residence. Signature of Firm Representative or Individual: to DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, i Q f 'tM/Jn ! rUl'}' MZ Y 1 indicated beloah and do, by rhy signature bE and approval of the project indicated above. Agency represented: (Please check one) o Wheat Ridge Water District X Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: {�� ,? j [� j (�� f ,r`P ('Y2,w-�5 Signature: , am a duly authorized representative of the agency Wedge receipt of documents necessary for review o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other 5 u es Via Date: 1 / U RESIDENTIAL Address: 3239 Robb St Lot Size: 12892.4 Property in the flood plain? N Subdivision: Lot 3, Merkwood Estates Related Cases: WS -16-02 Permit— Plan Review Worksheet Zoning: R-1 sq. ft. Lot Width: 102.74 ft. Rev. 09/2017 If yes, notify PW Floodplain Administrator and add surveying condition FLD Any conflict? (Y/N) Y, except easements need to match plat OKAY per resub Type of project (applicable survey conditions in parenthesis): Maximum Lot Coverage: 25 Existing Improvements (footprints): House: sq. ft. Shed: sq. ft. Detached garage: sq ft. Other: sq. ft. Total Existing Lot Coverage Required Setbacks: FR 30 Provided Setbacks: FR 36-4 sq. ft S 15 S 15-01/4 3223.1 sq. ft. Proposed Improvements (footprints): House/addition: sq. Shed: sq. Detached Garage: sq. ft. Other: sq. ft. Proposed+Existing 2924.09 Lot Coverage 24.9% S 15 R 15 S 18 R 31-3 eeds to include Drgolas with !subm - OKAY Dr resub - no Jdt'I buildinas sq. ft 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. Proposed Height: 28-3 1/4 ft. Maximum Size: 3223.1 Proposed Size: 3219 sq. ft. sq. ft. Does the bulk plane apply? (Y/N) N If yes, does it meet on all sides (Y/N): FR S S R (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 0 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. 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) 0 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. 0 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. 0 For all uses, one access point per property is permitted. Landscaping Conditions (apply to additions and new dwelling units) 0 For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Frontage of lot 102.74 _ width of driveway 24 /70-2 (round up for required trees) Street trees required: 2 Street trees provided: 0 0 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. 0 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 0 Not approved as an independent dwelling unit. TCRR�OYNf Engurtera, 6eu/ayim d EmrrnrElnrnro/ Sc enl,s r, Subsurface Exploration and Foundation Recommendations Proposed Residence at 3239 Robb St, Wheat Ridge, Colorado Terradyne Project No.: C201018-3 Workshop Denver 4373 Jason Street Denver, Colorado City of E Wheat d WOMMUNI'IY UEVEEOPM APPROVED February 29, 2020 Reviewed for Code ComoBanee Randy Slusser 11/24/2020 Plans Examiner Date VeYEhv at enmE: rite issupnu o/e pinllra epprowl olpbns spergxnMro onOconpuraf,av sM1VN trot Oe a pnmt/x, w an appswEl o/ ory wropon m onY q Me provlsbrrs o1 Me euMang sntle orW ory rgV arJimr<s. permb FM --M M gM purMrlry to Wp1alP a nn<el Me pwlLals of Me /uESl v sndes a pMnm04Ntan of MY CRY SIwN mta vMffi 15403 E. 17th Avenue, Suite E • Aurora, Colorado 80011 • Ph 303,463.9317 • fax 303.463 9371 Torradyne DEN, Inc. February 29, 2020 Workshop Denver 4373 Jason Street Denver, Colorado Attention: Sarah Barr TCRR�OYNC Engineers, Geologists d Environmental Scientists Re: Subsurface Exploration and Foundation Recommendations Proposed Residence at 3239 Robb St, Wheat Ridge, Colorado Terradyne Project No.: C201018-3 Dear Ms. Barr: Terradyne Engineering, Inc. 15403E. 17" Avenue, Suite E Aurora Colorado 80011 Phone: 303.463.9317 Fax., 303.463.9321 lmviv.terradyne.com Terradyne Engineering Inc. has completed a soil and foundation engineering report at the above referenced project site. The results of the exploration are presented in this report. We appreciate and wish to thank you for the opportunity to service you on this project. Please do not hesitate to contact us if we can be of additional assistance during the Construction Materials testing and Quality Control phases of construction. Respectfully Submitted, Very Truly Yours, Terradyne Engineering, Yosief Araia, P.E. Branch Manager PDO LSC, 9 O ' 53857 y'• �O 02/29/2020•• Digitally signed Yosief by Yosief W. Araia W. Date: 2020.03.03 'VV. Ardis 15:52:39-07'00' City of Wheat Ridge Building Division TABLE OF CONTENTS Page 1.0 INTRODUCTION................................................................................................................................ 1 2.0 PROJECT DESCRIPTION................................................................................................................... 1 3.0 PURPOSE AND SCOPE OF SERVICES............................................................................................ 1 4.0 SITE CONDITIONS............................................................................................................................. 2 5.0 GEOTECFINICAL INVESTIGATION................................................................................................ 2 6.0 FOUNDATIONS ON EXPANSIVE SOIL.......................................................................................... 5 7.0 DESIGN ENGINEERING ANALYSIS............................................................................................... 8 8.0 FOUNDATION RECOMMENDATIONS...........................................................................................8 9.0 CONSTRUCTION GUIDELINES.....................................................................................................12 10.0 DRAINAGE AND MAINTENANCE.............................................................................................. 13 11.0 LIMITATIONS.................................................................................................................................15 APPENDIX Boring Location Figure 1 Boring Logs Figure 2 Key to Classifications and Symbols Figure 3 City of Wheat Ridge Building Division Terradyne Engineering, Inc. C201018-3 EXECUTIVE SUMMARY The soil conditions at the site of the proposed Residence at 3239 Robb St in Wheat Ridge, Colorado were explored by drilling one (1) boring to a depth of 25 feet. The proposed construction will consist of one to two story residence with basement. Laboratory tests were performed on selected samples to evaluate the engineering characteristics of various soil strata encountered in our boring. The results of our exploration, laboratory testing and engineering evaluation indicate the soils underlying this site have low expansive characteristics. Potential vertical movement on the order of 1-2 inches was estimated at the existing grade level for average moisture conditions. The proposed structure may be supported by spread or strip footings bearing at a minimum depth of three (3) feet below finished grade at the basement level, on 2 feet of select structural fill material that is moisture conditioned, placed and properly compacted. Design parameters for the foundations are included in this report. Groundwater seepage was encountered in the borings at the time of our field exploration. Detailed descriptions of subsurface conditions, engineering analysis, and design recommendations are included in this report. City of Wheat Ridge Building Division Terradyne Engineering, Inc. C201018-3 Proposed Residence at3217Robb St, neatRidze. Colorado 1 1.0 INTRODUCTION This report presents the results of our subsurface exploration and foundation analysis for the proposed residence at 3239 Robb St in Wheat Ridge, Colorado. The object of this investigation was to evaluate the physical properties of the soils underlying the site in order to provide recommendations for foundation, and retaining wall design, slab support and related earthwork for the structures. This geotechnical investigation was authorized by Workshop Denver. 2.0 PROJECT DESCRIPTION Terradyne understands that the proposed Residence will be a one to two story structure with basement, with a footprint of not more than 4000 square feet. If the final construction plans vary from what has been assumed, please contact Terradyne for further evaluation as the revisions may affect the recommendations provided in this report. 3.0 PURPOSE AND SCOPE OF SERVICES The purpose of our geotechnical investigation was to evaluate the subsurface and groundwater conditions of the site and provide geotechnical engineering recommendations for the design and construction of the residence. Our scope of services includes the following: 1) Drilling and sampling of one boring B-3 to a depth of 25 feet; 2) Evaluation of the in-place conditions of the subsurface soils through field penetration tests; 3) Observation of the groundwater conditions during drilling operations; 4) Performing laboratory tests such as Atterberg limits, moisture content tests, free swell/consolidation tests; 5) Review and evaluation of field and laboratory tests; 6) Compilation, generalization and analysis of the field and laboratory data according to the project requirements; 7) Estimation of potential vertical heave; 8) Preparation of recommendations for the design and construction of the structures; 9) Consultations with Prime Professionals and members of the design team on findings and recommendations and the preparation of a written geotechnical engineering report for their use in the preparation of design and construction documents. The Scope of Services does not include an environmental assessment of the presence or absence of wetlands and/or hazardous or toxic materials in the soil, surface water, groundwater, or air, in the proximity of this site. Any statements in this report or on the boring logs regarding odors, colors or unusual or suspicious items or conditions are strictly for the information of the client. City of Wheat Ridge Building Division Terradyne Engineering, Inc. C201018-3 Proposed Residence at3217Robb St, neatRidze. Colorado 2 4.0 SITE CONDITIONS The site for the proposed residence is located at 3239 Robb St, in Wheat Ridge, Colorado. The site is generally flat and is located on a vacant lot within a developed area. The site is bordered by adjoining property to the west, adjoining lots on the north and south, and Robb St. is to the east of the property. The boring location was established in the field by information provided by the client. 5.0 GEOTECHNICAL INVESTIGATION The field exploration to determine the engineering characteristics of the subsurface materials included a reconnaissance of the project site, drilling the boring, performing standard penetration tests and obtaining samples using Modified California sampler. One (1) soil test borings was drilled at the site. Boring B-3 was drilled to a maximum depth of 25 feet. Boring location at the lot was selected based on information provided by the client and established in the field by the drilling crew. An approximate boring location plan is shown on Figure 1 in the Appendix. The boring was performed with a drilling rig equipped with a rotary head. Conventional solid stem augers were used to advance the hole and samples of the subsurface materials were obtained using a Modified California sampler and standard 4.0 -inch augers. The samples were identified according to boring number and depth, encased in polyethylene plastic wrapping to protect against moisture loss, and transported to our laboratory. 5.1 Field Tests and Measurements Penetration Tests: During the sampling procedures, standard penetration tests were performed in the boring in conjunction with split -barrel sampling (ASTM 1586). The standard penetration value (N) is defined as the number of blows of a 140 -pound hammer, falling thirty inches, required to advance the split -spoon sampler one foot into the soil. The sampler is lowered to the bottom of the drill hole and the number of blows recorded for each of the two successive increments of six inches penetration. The "N' value is obtained by adding the second and third incremental numbers. The results of the standard penetration tests indicate the relative density and comparative consistency of the soils, and thereby provide a basis for estimating the relative strength and compressibility of the soil profile components. Water Level Measurements: Water level was noticed in Terradyne's soil boring during and after completion of drilling operations and is noted on the boring log. In relatively pervious soils, such as sandy soils, the indicated elevations are considered reliable groundwater levels. In relatively impervious soils, an accurate determination of the groundwater elevation may not be possible even after several days of observation. Seasonal variations, temperature and recent rainfall conditions may influence the level of the groundwater table and the volume of water encountered will depend on the permeability of the soils. City of Wheat Ridge Building Division Terradyne Engineering, Inc. C201018-3 Proposed Residence at3217Robb St, neatRidze. Colorado 3 5.2 Boring Logs Field log was prepared for the boring. The log includes information concerning the boring method, samples attempted and recovered, the presence of various materials (such as clay, sand and silt) and groundwater observations. They also include an interpretation of the subsurface conditions between samples. Therefore, these logs include both factual and interpretive information. The final log represents our interpretation of the contents of the field log and laboratory test results for the purpose delineated by our client. The final log is included on Figures 2 & 3 in the Appendix. A key to classification terms and symbols used on the log is presented on Figure 4. 5.3 Laboratory Testing Program In addition to field exploration, a laboratory testing program was conducted to determine additional pertinent engineering characteristics of the subsurface materials that are necessary to evaluate the soil parameters. All phases of the laboratory testing program were performed in general accordance with the indicated applicable ASTM Specifications presented in Table No. 1. Table No. 1 Type of Test Applicable Test Standard Natural Moisture Content ASTM D-2216 Atterberg Limits ASTM D-4318 % Passing No. 200 Sieve ASTM D1140, D422 In the laboratory, each sample was examined and classified by a geotechnical engineer. As a part of this classification procedure, the natural water content of selected specimens was determined. Liquid and Plastic Limit tests were performed on representative specimens to determine the plasticity characteristics of the different soil strata encountered. The results of these tests are presented on the appropriate boring logs. 5.4 Laboratory Testing Program In addition to field exploration, a supplemental laboratory testing program was conducted to determine additional pertinent engineering characteristics of the subsurface materials that are necessary to evaluate the soil parameters. All phases of the laboratory testing program were performed in general accordance with the indicated applicable ASTM Specifications. In the laboratory, each sample was examined and classified by a geotechnical engineer. As a part of this classification procedure, the natural water content of selected specimens was determined. Liquid City of Wheat Ridge Terradyne Engineering, Inc. C201 OpNiTing Division Proposed Residence at3217Robb St, neatRidze. Colorado 4 and Plastic Limit tests were performed on representative specimens to determine the plasticity characteristics of the different soil strata encountered. The following tests, presented in Table No. 2, were conducted in the laboratory to evaluate the engineering characteristics of the subsurface materials. The results of these tests are presented on the boring logs. Table No. 2 Type of Test Number Conducted Natural Moisture Content 5 Atterberg Limits 3 Particle Size Analysis 4 Free Swell Test 3 5.5 General Subsurface Conditions As shown on the U.S. Geological Survey sheet of the Golden Quadrangle Geologic Map, the site is located within Qp, Piney Creek Alluvium formation which consists of dark gray to dark brown micaceous sandy silt or silty sand. At this particular site the soil consists of fat clay with sand (CH), and clayey sand (SC), underlain by sandy lean clay (CL) down to a boring depth of 25 feet i The soils underlying the site may be grouped into three generalized strata with similar physical and engineering properties. The log describes any noticeable changes that occur as depth increases related to soil type, moisture, color and hardness; interface between soil strata represent approximate boundaries. The transition between materials may be gradual. The soil stratigraphy at the boring location is presented on the Boring Log. The engineering characteristics of the underlying soils, based on our field and laboratory test results, are summarized and presented in Table No. 2. i Source: https://ngmdb.usgs.gov/mapview/ City of Wheat Ridge Building Division Terradyne Engineering, Inc. C201018-3 Proposed Residence at3217Robb St, neatRidze. Colorado Table No. 2 5 Stratum Color Depth Liquid Plasticity Range Limit Blows Per Foot Index Feet Range Fat Clay with Sand Gray 1 0-8 55 41 16 (CH) 2 Clayey Sand (SC) Gray 8-14 53 39 21 Sandy Lean Clay Gray 3 14-25 38 19 6-11 (CL) The above description generally highlights the major soil stratification features and soil characteristics. The test boring log should be consulted for specific information at the boring locations. Groundwater was encountered in our boring during drilling operations at a depth of 14 ft below existing grade on boring B3. However, groundwater levels will fluctuate with seasonal climatic variations and changes in the land use. The low permeability of the soils may require several days for groundwater to enter and stabilize in the boreholes. It is not unusual to encounter shallow groundwater during or after periods of rainfall. Surface water tends to percolate through the surface until it encounters a relatively imperious layer. 6.0 FOUNDATIONS ON EXPANSIVE SOIL There are many plastic clays that swell when water is added to them and shrink when water is removed. Foundations constructed on these clays are subjected to large uplifting forces caused by the swelling. Two factors contribute to potential shrink -swell problems within a building site. Problems can arise if a) the soil has expansive or shrinkage properties or b) environmental conditions cause the moisture levels in the soil to change. Evaluation of the Shrink -Swell Potential of the Soils: Subsurface sampling, laboratory testing and data analysis is used to evaluate the shrink -swell potential of the soils under the foundations. The Mechanism of Swelling: The mechanism of swelling in expansive clays is influenced by a number of factors. The expansion in clays is a result of changes in the soil -water system that disturbs the internal stress equilibrium. Clay particles have negative electrical charges on their surfaces and positively charged ends. The negative charges are balanced by actions in the soil - water and give rise to an electrical interparticle force field. In addition, adsorptive forces exist City of Wheat Ridge Terradyne Engineering, Inc. C20101 dAding Division Proposed Residence at3217Robb St, neatRidze. Colorado 6 between the clay crystals and water molecules, and Van Der Waals surface forces exist between particles. Thus, there exists an internal electro -chemical force system that must be in equilibrium with the externally applied stresses and capillary tension in the soil water. If the soil -water chemistry is altered, either by changing the amount of water or chemical composition in the soil, the inter -particle force field will change. If the change in internal forces is not balanced by a corresponding change in the state of stress, the particle spacing changes until equilibrium is reached. This change in particle spacing manifests itself as a shrinkage or swelling. Antecedent Rainfall Ratio: This is defined as the total monthly rainfall for the current and previous months prior to laying the slab, divided by twice the average monthly rate measured for the period. The intent of this ratio is to give a relative measure of ground moisture conditions at the time the slab is placed. Thus, if a slab is placed at the end of a wet period, the slab shall be expected to experience some loss of support around the perimeter as the wet soil begins to dry out and shrink. The opposite effect could be anticipated if the slab is placed at the end of an extended dry period; as the wet season occurs, uplift around the perimeter may occur as the soil at the edge of the slab gains in moisture content. Age of Slab: The length of time since the slab was cast provides an indication of the type of swelling the soil profile may have beneath the slab. Initial Moisture Condition and Moisture Variation: A volume change in an expansive soil mass is the result of increases or decreases in water content. The initial moisture content influences the swell and shrink potential of a soil. However, moisture content alone is useless as an indicator or predictor of shrink -swell potential. The relationship between moisture content and other soil characteristics, such as the Plastic Limit and Liquid Limit, must also be known. If the moisture content is below or near the Plastic Limit, the soils may have a high potential to swell. Expansive soils with Liquidity Index in the range of 0.20 to 0.40 tend to experience little additional swell. The availability of water in an expansive soil profile is influenced by many environmental and manmade factors. Generally, the upper few feet of the profile are subjected to the widest ranges of moisture variation, and are the least restrained from movement by overburden. This upper stratum of the profile is referred to as the active zone. Moisture variation in the active zone of a natural soil profile is affected by climatic cycles at the surface and fluctuating groundwater levels at the lower moisture boundary. The superficial boundary moisture conditions are changed by placing a barrier, such as a building floor slab or pavement, between the soil and atmospheric environment. Other 2 LIQUIDITY INDEX— NATURAL WATER CONTENT —PLASTIC LIMIT Cit of LIQUID LIMIT — PLASTIC LIMIT Y Wheat Ridge Terradyne Engineering, Inc. C263041poivision Proposed Residence at3217Robb St, neatRidze. Colorado 7 causes of moisture variation result from altered drainage conditions or manmade sources of water, such as irrigation or leaky plumbing. The latter factors are difficult to quantify and incorporate into the analysis but shall be controlled to the extent possible for each situation. For example, proper drainage and attention to landscaping are simple means of minimizing moisture fluctuations near structures and shall always be taken into consideration. Manmade Conditions That Can Be Altered: There are a number of factors that can influence whether a soil might shrink or swell and the magnitude of this movement. For the most part, the owner and/or designer have some control over whether these factors can be avoided, and if not avoided, the degree to which these factors may influence the shrink -swell process. Lot Drainage: How a lot is graded affects the accumulation of surface water around the slab. Most builders are aware of the importance of grading the soil away from the structure so that rainwater does not collect and pond adjacent to the foundation. If allowed to accumulate next to the foundation, water may infiltrate the expansive soils underlying the foundation, which could cause the foundation to settle. Similarly, runoff from surface water drainage patterns and swales must not collect adjacent to the foundation. Tonouaphy: As it swells, soil heaves perpendicularly to the ground surface or slope, but as it shrinks, it recedes in the direction of gravity and gradually moves downslope in a sawtooth fashion over a number of shrink -swell cycles. In addition to this shrink -swell influence, soil will exhibit viscoelastic properties and creep downhill under the steady influence of the weight of the soil. Therefore, to avoid a structure constructed on this slope from moving downhill with the soil, it must be designed to compensate for this lateral soil influence. Pre -Construction Vegetation: A large amount of vegetation, especially large trees, on a site prior to construction may have desiccation at the site. Constructing over a desiccated soil can produce some dramatic instances of heave and associated structural distress and damage as it becomes wet. Post -Construction Vegetation: The type, amount, and location of vegetation that has grown since construction can cause localized desiccation. Planting trees or large shrubs near a building can result in the loss of foundation support as the vegetation robs moisture from the foundation soil. Conversely, the opposite effect can occur ifflowerbeds or shrubs are planted next to the foundation and these beds are kept well -watered or flooded. This practice can result in swelling of the soil around the perimeter where the soil remains wet. Summation: It is beyond the scope of this investigation to do more than point out the factors that may influence the amount and type of swell a slab -on -grade foundation may be subjected to during its lifetime. The design engineer must be aware of these factors in developing his design, using his engineering experience and judgment as a guide. City of ge Terradyne Engineering, Inc. Cg2q�D1$ 3. . w mg Division Proposed Residence at3217Robb St, neatRidze. Colorado 8 7.0 DESIGN ENGINEERING ANALYSIS Foundation Design Considerations: Review of the boring and test data indicates that the factors presented on the following page will affect the foundation design and construction at this site: 1) The site is underlain by subsoils of low expansive potential at shallow depths. Structures supported at shallow depths will be subjected to potential vertical movements on the order of 1-2 inches. 2) The strengths of the underlying soils are adequate to support shallow or deep foundations. 3) Groundwater was encountered in our borings at the time of the subsurface exploration phase at a depth of 14 feet below existing grade on boring B3. Structural Information: Based on the information provided, it is understood that the proposed structure will be a one to two story residence. These structures are expected to create moderately low loads to be carried by the foundation systems. These structures will utilize wood frame construction and brick or stucco exterior walls. It is assumed that the maximum column loads will not exceed 5 kips, while maximum exterior wall loading will be in the range of one kip per foot. Vertical Movements: The potential vertical heave for slab -on grade construction at the location has been estimated utilizing the liquid limits, plasticity indices, and in-situ moisture contents for soils in the seasonally active zone, estimated to be about twenty to twenty-five feet in the project area The estimated potential vertical heave value provided is based on the proposed floor system applying a sustained surcharge load of approximately one pound per square inch on the subgrade materials. Potential vertical movements on the order of 1-2 inches may be anticipated for average soil moisture conditions. The finish grade elevation was assumed to be '/2 to one foot above the existing grade level. Select structural fill shall be used to raise the elevation by'/2 to one foot. If the existing grade has to be raised to attain the finish grade elevation, select fill shall be placed, compacted and tested for compaction compliance by Terradyne 8.0 FOUNDATION RECOMMENDATIONS The type and depth of foundation suitable for a given structure primarily depends on several factors: the subsurface conditions, the function of the structure, the loads it may carry and the cost of the foundation. Additional considerations may include acceptable performance criteria set by the owner, architect, or structural designer with respect to vertical and differential movements that the structure can withstand without damage. Based on these conditions and the engineering design analysis spread or strip type footings bearing on undisturbed in-situ soils at a minimum depth of 3 feet below finished City of Terradyne Engineering, Inc. C201 Ridge Building Division Proposed Residence at3217Robb St, neatRidze. Colorado 9 grade at the basement level can be used. Either a slab on grade or a structurally suspended slab can be used. 8.1 Spread-Tvpe Footings Spread or strip type footings at a minimum depth of three (3) feet below finished grade at the basement level bearing on 2 feet of select structural fill material that is moisture conditioned, placed and properly compacted can be used to support the structure. An allowable soil bearing pressure of 2,000 pounds per square foot is recommended for the design of spread or strip type footings at the basement level. In order to minimize the sensitivity of the structure to differential movement, the footings and walls should be reinforced to allow for a degree of load re -distribution should a localized zone of the supporting soils become saturated. Stem walls should either be positively separated from the floor slabs or reinforced to prevent cracking at the slab stem wall interface. Uplift resistance of shallow foundations formed in an open excavation should be taken as the weight of the foundation and soil above it. For design purposes, the uplift resistance should be based on total unit weights of 110 and 150 lbs. per cubic foot (pcf) for soil and concrete respectively. In areas where ground water is anticipated or in areas prone to flooding, the uplift resistance should be based on submerged unit weights of 57 and 87.5 pounds per cubic foot (pcf) for soil and concrete respectively. A factor of safety of 2 is recommended for sustained loading conditions, and 1.5 for transient loading conditions. 8.2 Foundation Construction Guidelines Significant moisture increase in the in-situ soils could create additional and/or excessive movements in the site. Accordingly, the site drainage and moisture protection provisions, recommended in this report are critical design considerations. Prior to placing concrete, all bearing surfaces must be cleared of all loose material. Disturbed material may only be re -compacted with guidance from, and after contacting Terradyne. To verify the soil conditions and soil bearing capacity, it is required that an open hole observation be performed. The entire excavation must be dug down to final grade prior to the observation. If potentially expansive clay, deleterious material, or other unsuitable conditions are found, additional over -excavation of some or the entire site may be required — replacing inadequate soils with acceptable materials. Revised foundation recommendations such as the use of drilled piers may also be required at that time. We recommend the foundation subgrade be inspected for adequacy before concrete placement. Ensure that the requirements contained herein are reflected in any construction plans developed for this site. City of Ridge Terradyne Engineering, Inc. C204uO4 -3 i 1ng Division Proposed Residence at3217Robb St, neatRidze. Colorado 10 Floor Slabs: Should the owner choose to use a structurally suspended slab, a positive void space of at least 6 inches shall be provided beneath the floor slab. The basement shall be designed with a positive drainage flow so that water will not accumulate in the basement. Excavated on-site material that is free of deleterious material may be used to raise the grade in the basement area. This material shall be compacted to at least 95 percent of the ASTM D 698 maximum dry density at moisture contents that range from optimum to four (4) percent above the optimum, and the compacted soil should be tested by Terradyne to verify the moisture content and density for each compacted six (6) inch lift of material. 8.3 Slab -on -Grade Construction The Slab Performance Risk at this site is judged to be low. However, it must be understood, that changes in the water content of these soils may cause the soil to swell or shrink, which may cause movement or cracking of slabs. Potential vertical movement on the order of 1-2 inches is anticipated at the project site. Slabs should bear on proof -rolled and re -compacted materials. A proof -roll of the subgrade shall be observed by the geotechnical engineer's representative. They must not bear on gravel or other materials which may allow the migration of water below the slabs. If the on-site soils are not acceptable, it is preferable to bear slabs on non -expansive imported materials. This will minimize the transfer and retention of water below the slab. Materials with a Liquid Limit below 30 and a Plasticity Index between 10 and 15 are preferred. Slabs shall be isolated from foundation components by slip joints constructed to allow the independent movement of the slab. Slabs shall also be separated from any utility components by isolation joints. Mechanical equipment resting on slabs must be fitted with expandable/collapsible sections in order to allow movement of the slab without damage to the equipment or to the structure Non-bearing partition walls must be constructed with a minimum of 2 inches of float to allow for movement of the slab without damaging any part of the structure. All doors shall be constructed with at least 1 -inch gap at floor level. It is the owner's responsibility to monitor and maintain all floats and gaps as necessary. If additional information on float is needed, please contact Terradyne. Slabs must be appropriately reinforced to resist the anticipated loads as well as the effects of the supporting soils. Floor slabs must also be scored in accordance with the American Concrete Institute (ACI) recommendations in order to control cracking of the slab due to shrinkage or other factors. These scores should be a maximum of 12 feet apart. 8.4 Utilities Utilities that project through slab -on -grade floors shall be designed with either some degree of flexibility or with sleeves in order to prevent damage to these lines should vertical movements occur. City of Ridge Terradyne Engineering, Inc. C201018-3 Building Division Proposed Residence at3217Robb St, neatRidze. Colorado 11 8.5 Contraction, Control and/or Expansion Joints Contraction, control and/or expansion joints shall be designed and placed in various portions of the structure. Properly planned placement of these joints will assist in controlling the degree and location of material cracking that occurs due to soil movements, material shrinkage, thermal affects and other related structural conditions. 8.6 Lateral Earth Pressure Some retaining walls may be needed at this site. The equivalent fluid density values were evaluated for various backfill materials. These values are presented in Table No. 4. Table No. 4 Backfill Material Equivalent Fluid Density, PCF Active Condition At Rest Condition Passive Condition a. Crushed Limestone 40 60 530 b. Clean Sand 40 60 360 c. Select Fill (PI < 15) 65 85 265 These equivalent fluid densities do not include the effect of seepage pressures, surcharge loads such as construction equipment, vehicular loads or future storage near the walls. If a cantilever retaining wall can tilt forward to generate "active earth pressure" condition, the values under active condition shall be used. For rigid non -yielding walls which are part of the building, the values" at rest condition" shall be used. The compactive effort shall be controlled during backfill operations. Over compaction can produce lateral earth pressures in excess of at rest magnitudes. Compaction levels adjacent to below -grade walls shall be maintained between 95 and 98 percent of standard Proctor (ASTM D698) maximum dry density. The backfill behind the wall shall be drained properly. The simplest drainage system consists of a drain located near the bottom of the wall. The drain collects the water that enters the backfill and this may be disposed of through outlets along the base of the wall. To insure that the drains are not clogged by fine particles, they shall be surrounded by a granular filter. In spite of a well - constructed toe drain, substantial water pressure may develop behind the wall if the backfill consists of clays or silts. A more satisfactory drainage system, consisting of a back drain of 12 inches to 24 inches width gravel may be provided behind the wall to facilitate to drainage. City of t Ridge Terradyne Engineering, Inc. C201018-3 Building Division Proposed Residence at3217Robb St, neatRidze. Colorado 12 The maximum toe pressure for wall footings founded a minimum depth of 36 inches into the clay soils shall not exceed 1,200 pounds per square foot. An adhesion value of 320 pounds per square foot should be used to check against sliding for wall footings bearing on clay. 9.0 CONSTRUCTION GUIDELINES 9.1 Construction Monitoring As Geotechnical Engineer of Record for this proiect, Terradvne, shall be involved in monitoring the foundation installation and earthwork activities. The performance of anv foundation system is not onlv dependent on the foundation design, but is strongly influenced by the quality of construction. Prior to construction, please contact our office so that a Foundation and Earthwork Monitoring Plan can be incorporated into the Project Quality Control Program. 9.2 Site Preparation In any areas where soil -supported floor slabs or pavement are to be constructed, vegetation and all loose or organic material shall be stripped and removed from the site. Subsequent to stripping operations, the subgrade shall be proofrolled to identify soft zones. Any soft zone detected shall be removed to afirm subgrade soils and replaced with compacted suitable soils to reach subgrade level. Upon the acceptance of proofrolling operations the subgrade shall be scarified to a minimum depth of 8 inches, moisture conditioned and compacted to a 95 percent of maximum dry density as determined by ASTM D 698, between optimum and 4 percentage points above of optimum moisture content The exposed subgrade shall not be allowed to dry out prior to placing structural fill. Select fill material used at this site shall be clayey sand (SC), lean clay with gravel (CL) or clayey gravel (GC) with maximum liquid limit of 35 percent and plasticity index (Pl) between 5 and 20. The fill shall be compacted to at least 95 percent of the maximum dry density as determined by ASTM D 698, within f 2 percentage points of optimum moisture content 9.3 Drainage Groundwater seepage was encountered in our boring during drilling operations. However, minor groundwater seepage may be encountered within the proposed building foundation and grading excavations at the time of construction, especially after periods of heavy precipitation. Small quantities of seepage may be removed by conventional sump and pump methods of dewatering. 9.4 Temporary Drainage Measures Temporary drainage provisions shall be established to minimize water runoff into construction areas. If standing water does accumulate, it shall be removed by pumping as soon as possible. Adequate protection against sloughing of soils shall be provided for workers and inspectors entering the excavations. This protection shall meet OSHA and other applicable building codes. 9.5 Groundwater City of Wheat Ridge Terradyne Engineering, Inc. C20d(L0 :1&jDivision Proposed Residence at3217Robb St, neatRidze. Colorado 13 In areas where significant cuts (2 -feet or more) are made to establish final grades for building pads, attention shall be given to possible seasonal water seepage that could occur through natural cracks and fissures in the newly exposed stratigraphy. Subsurface drains may be required to intercept seasonal groundwater seepage. The need for these, or other dewatering devices, on building pads shall be carefully addressed during construction. Our office could be contacted to visually inspect final pads to evaluate the need for such drains. Groundwater seepage may occur several years after construction if the rainfall rate or drainage changes in the vicinity of the project site. If seepage runoff occurs towards the building, an engineer shall be contacted to evaluate its' effect and determine whether French drains are required at the location. 9.6 Control Testing and Field Observation Subgrade preparation and select structural fill placement shall be monitored by the project geotechnical engineer or his representative. As a guideline, at least one in-place density test shall be performed for each 2,500 square feet of compacted surface lift. A minimum of two density tests shall be performed on the subgrade or per lift of compaction. Any areas not meeting the required compaction shall be re -compacted and retested until compliance is met. 9.7 Earthwork and Foundation Acceptance Exposure to the environment may weaken the soils at the foundation bearing level if the excavation remains open for long periods of time. Therefore, it is recommended that all foundation excavations be extended to final grade and the footings constructed as soon as possible to minimize potential damage to bearing soils. The foundation bearing level shall be free of loose soil, ponded water or debris sand, and shall be inspected and approved by the geotechnical engineer or his representative prior to concreting. Foundation concrete shall not be placed on soils that have been disturbed by rainfall or seepage. If the bearing soils are softened by surface water intrusion during exposure or by desiccation, the unsuitable soils must be removed from the foundation excavation and replaced prior to placement of concrete. Subgrade preparation and fill placement operations shall be monitored by the geotechnical engineer or his representative. As a guideline, at least one in-place density test shall be performed for each 2,500 square feet of compacted surface lift. Any areas not meeting the required compaction shall be recompacted and retested until compliance is met. 10.0 DRAINAGE AND MAINTENANCE City of 1011.tidge Terradyne Engineering, Inc. C201018-3 Building Division Proposed Residence at3217Robb St, neatRidze. Colorado 14 Final drainage is important for the performance of the proposed structures and pavement. Landscaping, plumbing, and downspout drainage is also important It is vital that all roof drainage be transported away from the building so that water does not pond around it, which can result in a soil volume change underneath the building. Plumbing leaks shall be repaired as soon as possible in order to minimize the magnitude of a moisture change under the slab. Large trees and shrubs shall not be planted in the immediate vicinitv of the structures, since root systems can cause a substantial reduction in soil volume in the vicinitv of the trees during dry periods. Adequate drainage shall be provided to reduce seasonal variations in moisture content of foundation soils. All pavement and sidewalks within 10 -feet of the structures shall be sloped away from the structures to prevent ponding of water around the foundations. Final grades within 10 -feet of the structure shall be adjusted to slope away from structures preferably at a minimum slope of 3 percent. Maintaining positive surface drainage throughout the life of the structure is essential. In areas with pavement or sidewalks adjacent to the new structure, a positive seal must be provided and maintained between the structures and the pavement or sidewalk to minimize seepage of water into the underlying supporting soils. Post -construction movement of pavement and flat -work is not uncommon. Maximum grades practical shall be used for paving and flatwork to prevent areas where water can pond. In addition, allowances in final grades shall take into consideration post construction movement of flatwork, particularly if such movement would be critical. Normal maintenance shall include inspection of all joints in paving and sidewalks, etc. as well as re -sealing where necessary. There are several factors related to civil and architectural design and/or maintenance that can significantly affect future movements of the foundation and floor slab systems. 1. Where positive surface drainage cannot be achieved by grading the ground surface adjacent to the buildings, a complete system of gutters and downspouts shall carry runoff water a minimum of 10 -feet from the completed structures. 2. Planters located adjacent to the structures shall preferably be self-contained. Sprinkler mains shall be located a minimum of five feet from the building line. 3. Planter box structures placed adjacent to the building shall be provided with a means to assure concentrations of water do not infiltrate the subsoils stratigraphy. 4. Large trees and shrubs shall not be planted closer to the foundations than a horizontal distance equal to roughly their mature height due to their significant moisture demand upon maturing. City of Wheat Ridge Terradyne Engineering, Inc. C2W1RU Vg.Vivision Proposed Residence at3217Robb St, neatRidge, Colorado 15 5. Moisture conditions shall be maintained "constant" around the edge of the slabs. Ponding of water in planters, in unpaved areas, and around joints in paving and sidewalks can cause slab movements beyond those predicted in this report. 6. Roof drains shall discharge on pavement or be extended away from the structures. Ideally, roof drains shall discharge to storm sewers by closed pipe. Trench backfill for utilities shall be properly placed and compacted, as outlined in this report, and in accordance with the requirements of local City, County and/or State Standards. Since granular bedding backfill is used for most utility lines, the backfilled trench shall be prevented from becoming a conduit and allowing an access for surface or subsurface water to travel toward the new structures. Concrete cut-off collars or clay plugs shall be provided where utility lines cross building lines to prevent water from traveling in the trench backfill and entering beneath the structures. The potential vertical heave values estimated and stated under "Vertical Movements" are based on the provision that positive drainage shall be maintained to divert water away from the building and adjacent pavement. If this drainage is not maintained, the wetted front may occur below the assumed fifteen feet depth, and the resulting vertical heave may be 2 to 3 times greater than the stated values shown in this report. Utility leaks may also cause similar high movements to occur. 11.0 LIMITATIONS The analysis and recommendations submitted in this report are based upon the data obtained from the one (1)boring drilled at the site. This report may not reflect the exact variations of the soil conditions across the site. The nature and extent of variations across the site may not become evident until construction commences. If variations appear evident, it will be necessary to re- evaluate our recommendations after performing on-site observations and tests to establish the engineering significance of any variations. The project geotechnical engineer should review the final plan for the proposed building so that he may determine if changes in the foundation recommendations are required. The project geotechnical engineer declares that the findings, recommendations or professional advice contained herein have been made and this report prepared in accordance with generally accepted professional engineering practice in the fields of geotechnical engineering and engineering geology. No other warranties are implied or expressed. This report is valid until site conditions change due to disturbance (cut and fill grading) or changes to nearby drainage conditions or for 3 years from the date of this report, whichever occurs first. Beyond this expiration date, Terradyne shall not accept any liability associated with the engineering recommendations in the report, particularly if the site conditions have changed. If this report is desired for use for design purposes beyond this expiration date, we highly recommend City of Ridge Terradyne Engineering, Inc. C201018-3 Building Division Proposed Residence at3217Robb St, neatRidze. Colorado 16 drilling additional borings so that we can verify the subsurface conditions and validate the recommendations in this report. This report has been prepared for the exclusive use of Workshop Denver for the specific application to the proposed residence at 3239 Robb St, in Wheat Ridge, Colorado. City of t Ridge Terradyne Engineering, Inc. C201�u' 3 i ding Division Project: Proposed Duplex Residence Log of Boring B-3 Project Location: 3239 Robb St. Wheat Ridge, CO Sheet 1 of 1 Terradyne Project Number: C201018-3 Date(s) February 11, 2020 Drilled Drilling Solid Stem Auger Method 0 Total Depth 25 feet bgs of Borehole Drill Rig Lone Star Approximate Type Surface Elevation Groundwater Level 14 feet BGS and Date Measured Sampling California Mathod(s) Borehole Yes, with native soil Backfll Location See Figure 1 U 0 � O o U ¢ d N d L U) O O O ~ O J C >d w � m L 12 v U v — C m C n E E a "'� —"�- �- _ _ REMARKSAND C) rn z t✓ a (7 MATERIAL DESCRIPTION o i° a J J a a U D OTHER TESTS 0 Fat Clay with Sand, Very Stiff, Moist, Gray, CH 16 9 049 55 14 41 Swell 1.0% s Clayey Sand, Medium Dense, Moist, 21 Gray, SC 25 39 61 11 50 Swell 1.4 % 10 r 6 35 619 30 19 19 Swell 0.2 % Sandy Lean Clay, Medium Stiff, Moist, = j u Gray, CL 0 Becomes Stiff 1 22 529 20 0 11 36 25 Bottom of Boring 0 30 U a 3 35 0 i � 40 3 TC/iR��OYNE Ciry re 7 U Project: Proposed Duplex Residence Key to Log of Boring Project Location: 3239 Robb St. Wheat Ridge, CO Sheet 1 of 1 Terradyne Project Number: C201018-3 n C1 E rn O Z L E a z t✓ -- c- �- (7 MATERIAL DESCRIPTION o U ¢N L C o 0 d C � i° c- _ J J c- _ c- U D REMARKSAND OTHER TESTS 1i LZJ Li Lij5 6 LLJ Li Lgi1 Lij LA 1 1 COLUMN DESCRIPTIONS 1eDepth (feet): Depth in feet below the ground surface. �9 Passing #200 Sieve, %: The percent fines (soil passing the No. 2 Sample Type: Type of soil sample collected at the depth interval 200 Sieve) in the sample. shown.LL, %: Liquid Limit, expressed as a water content �3 N=blows/R (SPT) T=inches/100 blows (THD): N: Number of blows 1 PL, %: Plastic Limit, expressed as a water content. to advance SPT sampler 12 inches or distance shown, OR T: PI, %: Plasticity Index, expressed as a water content. Penetration in inches of THD Cone for 100 blows UC, ksf: Unconfined compressive strength. ® PP (tsf): The Relative Consistency of the soil, measured by Pocket REMARKS AND OTHER TESTS: Comments and observations Penetrometer in tons/square foot regarding drilling or sampling made by driller or field personnel. �5 Graphic Log: Graphic depiction of the subsurface material encountered. © MATERIAL DESCRIPTION: Description of material encountered. May include consistency, moisture, color, and other descriptive text. M7 Water Content, %: Water content of the soil sample, expressed as percentage of dry weight of sample. ® Dry Unit Weight, pcf: Dry weight per unit volume of soil sample measured in laboratory, in pounds per cubic foot. — FIELD AND LABORATORY TEST ABBREVIATIONS SPT: Standard Penetration Test PL: Plastic Limit, percent r THD: Texas Dept. of Transportation Cone Penetrometer Test PI: Plasticity Index, percent a LL: Liquid Limit, percent PP: Pocket Penetrometer UC: Unconfined compressive strength test, Qu, in ksf 0 0 u TYPICAL MATERIAL GRAPHIC SYMBOLS m ® Fat CLAY, CLAY w/SAND, SANDY CLAY (CH) Lean CLAY, CLAY w/SAND, SANDY CLAY (CL) o Clayey SAND (SC) TYPICAL SAMPLER GRAPHIC SYMBOLS OTHER GRAPHIC SYMBOLS Grab Sample 2 -inch -OD unlined split Shelby Tube (Thin-walled, Water level (at time of drilling, ATD) spoon (SPT) fixed head) o Rock Core THD Cone Water level (after waiting) Minor change in material properties within a o stratum — — Inferred/gradational contact between strata —?— Queried contact between strata U GENERAL NOTES 1: Soil classifications are based on the Unified Soil Classification System. Descriptions and stratum lines are interpretive, and actual lithologic changes may be 3 gradual. Field descriptions may have been modified to reflect results of lab tests. 2: Descriptions on these logs apply only at the specific boring locations and at the time the borings were advanced. They are not warranted to be representative o of subsurface conditions at other locations or times. o � TEH/2AOYNE C:n re 2 U Load Short Forging pop 3239 Fri St. pnergy(Fogic par, fiffiahl Entire House Btu Scoltitackon EnergyLogic Inc. el+rt 3239 xobes 309ekeur,inAve without CD 80513 Phone Pm)caearm ev Wn&Nloglomm Web wwwnNioglomm Shielding/stories 3(Same)/2 For: Work Shop Colorado 4373 Jason St Denver CO 80211 Phone. V20) 7469240 HEATING EQUIPMENT Hrg big Infiltration He AVF Outside do I'D 7 95 Method Blower door Inside do I'D R 75 Shielding/stories 3(Same)/2 Design TE) I'D 79 20 Pressure/AVF 50 Pa/1B]] dm Daily range - H Temperature rise 0 Inside humidity (%) 50 50 dm Airflow factor Moisture diRare ncc 0 olb) 68 45 0 In H2O HEATING EQUIPMENT Area Make n/a US load He AVF Trade n/a (re) Model n/a (BWM1) (dm) AHRI red n/a Second Floor 1"037333 Efficiency n/a 1075 Healing input n/a 3710 Heating output 0 Btu Temperature rise 0 " Actual air flow 0 dm Airflow factor 0 drool Static pressure 0 In H2O Space thermostat n/a In H2O COOLING EQUIPMENT Area Make n/a US load He AVF Trade n/a (re) Cond n/a (BWM1) (dm) Coil n/a Second Floor 1"037333 AHRI red n/a 25711 1075 Efficiency n/a 3710 Sensible cooling 0 Btu Let ant mo ling 0 Btu Total cooling 0 Btu Actual air flow 0 dm Air flow factor 0 drool Static pressure 0 In H2O Wad sensible heat ratio 0 ROOM NAME Area He load US load He AVF Clg AVF (re) For) (BWM1) (dm) (dm) Second Floor 1"037333 25711 1075 1075 Base &Malo 3710 45537 27589 1390 1110 Entire House 5360 820]1 4006 2465 2185 Otherequip loads 1692] '^" Equip .@ 100 RSM Let ant cc o ling "' or yy/ W tuC at RlagC Randy Slusser 11/20/2020 Calculations approved by ACCAIo meelall requreme R19M aftee) Uni 2019 19 0 20 17182 o�2,wa ao.a,mE ....e,...„,..,�. ,..,.,m..., _cma�orwoMmop C,iomawaa Robb r.a pnergy(Fogic Load Short Form Base & Man EnergyLogic Inc. 309 Skuntain Are without CO 80513 Phone Cry caearm 5n da^othinmeiosm winaaa nniomowin put, 3239 1 St. Plar, 3239 1 St For: Work Shop Colorado Make Carrier CARRIER Cond Trade Carrier Comlod 4373 Jason An Denver CO 80211 Model 59SC5B100E21-20 9870943 33600 Phone .GED ]469240 Actual air flow 1110 Efficiency 95 AFUE 0 040 Heating input 100000 Btu Heating output Hig big Btu Infiltration 61 Outside do I'D 7 95 Method of Blower door Inside do I'D R 75 Shielding/stories 090 3(Same)2 Design TE) I'D 79 20 Pressure/AAF 0 50 Re /2457 Orn Daily range - H OPEN AREA 939 8716 Inside humidity (%) 50 50 178 BDR1 219 Moi9ura diRere ncc R III b) 68 45 131 91 BTH1 HEATING EQUIPMENT Canter Make Carrier CARRIER Cond Trade Carrier Comlod AS Single Stag... CN PVP4221 ALA++TDR Model 59SC5B100E21-20 9870943 33600 AHRI red 0 Actual air flow 1110 Efficiency 95 AFUE 0 040 Heating input 100000 Btu Heating output 76800 Btu Temperature rise 61 " Actual air flow 1390 of Arnow factor 0 031 dr -n b Static pressure 090 In H2O Space thermostat MECH2 49 COOLING EQUIPMENT Make Canter Tada CARRIER Cond CA13NM36BNGOD Cao CN PVP4221 ALA++TDR AHRlred 9870943 Efficiency 105 EER, 13 SEER He load For) Sensible cooling 30912 Btu Let ant mo ling 2698 Btu Total cooling 33600 Btu Actual air flow 1110 of Air flow factor 0 040 dr -n b Static pressure 090 in H2O Wad sensible beat rano 100 5 ROOM NAME Area (re) He load For) Go load (BWM1) He AAF (ctm) Go AAF (ctm) FOR 245 3119 681 95 27 BTH4 52 0 0 0 0 MECH1 156 1641 136 50 5 STORAGE 262 3173 1076 W 43 STEP1 103 0 0 0 0 MECH2 49 0 0 0 0 OPEN AREA 939 8716 4420 266 178 BDR1 219 4289 2253 131 91 BTH1 47 608 07 19 4 PVMR 33 0 0 0 0 OFFICE 178 4048 3247 124 131 FOYER 46 1906 427 58 17 STEP 95 0 0 0 0 Calculations approved by ACCAto meet all requirements of Manual J 8th Ed One ad - 30 n m,e0n Whinuil O2 vNpireotworn mop Comaeome Robb siru co W8 House Provinces a Building oNlilon UI INCl OPEN AREA 2 60 966 30/ 3 12745 4 L00 12314 III 389 lU0 495 Base & Main 3710 45537 27589 1390 1110 Other equip loads 14263 1349 Equip. @ 1.00 RSM 28938 Latent cooling 0 I VI/ LJ J/IU JJODU 40000 IJJU IIIU Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. City of wWghtwTC zo to a a ...�.�� Rig ht -Su ite®Univ ersa1201919.0.20 RSU17182 '�llifiaec%e ag ...\Wrightsofi\Work Shop Colorado -3239 Robb St.rup Calc = MJ8 House Front faces: E Building Division pnergy(Fogic Load Short Form Second Floor EnergyLogic Inc. 309 mountain Are without CD 80513 Phone Cry caearm 5n mnothruniomomm Web mw ni win For: Work Shop Colorado 4373 Jason St Denver CO 80211 Phone. V20) 7469240 pro, 3239 Fri St. par, fiffiahl plan: 3239 Frobt, Sit HEATING EQUIPMENT Make Cainar Tada Carrier Comfort 95 Single Stag... Model 59SC5B080E17-16 AHRI a1 0 Efficiency Hrg big Infiltration 80000 Outside do I'D 7 95 Method Blower door Inside do I'D R 75 Shielding/stories 3(parp 2 Design TE) I'D 79 20 Pressure/AVF 50 Re /2457 cfm Daily range - H Let ant mo ling 2160 Inside humidity (%) 50 50 Btu Actual air flow Moi9ura diRare ncc Rol b) 68 45 0 042 dinni HEATING EQUIPMENT Make Cainar Tada Carrier Comfort 95 Single Stag... Model 59SC5B080E17-16 AHRI a1 0 Efficiency 95 AFUE Make Carrier Healing input 80000 Btu Healing autp of 60800 Btu Temperature rise 63 " Actual air flow 1075 dm Airflow factor 0 029 dinni Static pressure 080 In H2O Space thermostat Btu Let ant mo ling COOLING EQUIPMENT Area (re) Make Carrier US load (BWM1) He AVF (dm) Trade CARRIER FOR 212 Cand CA13NM30BNGOD 3193 166 Cao CNWP361IALA++TOR BTH 3 66 AHRI a1 9975959 267 22 Efficiency 105 EER, 13 SEER 66 Sensible cooling 24840 Btu Let ant mo ling 2160 Btu Total cooling 27000 Btu Actual air flow 1075 dm Air flow factor 0 042 dinni Static pressure 080 in H2O Wad sensible heal rano 100 40 ROOM NAME Area (re) He load For) US load (BWM1) He AVF (dm) Clg AVF (dm) FOR 212 5]]8 3193 166 133 BTH 3 66 755 267 22 11 BTH 2 66 755 267 22 11 FOR 2 224 6437 3903 185 163 FOYERMALL 207 4098 2610 118 109 lAN/MECH 84 1403 2281 40 95 SALE CLO 155 2321 1996 67 83 PARLOR 145 3285 2973 95 124 MSIR FOR 300 6131 5006 1]] 209 Calculations approved by ACCAto meet all -+waw w��m aewoe nose sirup Pop W8 House rAmnps.e 8th Ed Clry of NYl®e2 Phil No@Io IIInalbg n Second Floor 1650 37333 25711 1075 1075 Other equip loads 10934 1080 Equip. @ 1.00 RSM 26791 Latent cooling 0 VI/ LJ IUJU 404U0 4U10 IU/O IU/O Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WrighEinTC 2020 -Oct -16 14:18:30 ...�.�� Rig ht -Su ite® Universal 2019 19.0.20 RSU17182 Wheaia"e ...\Wrightsofi\Work Shop Colorado -3239 Robb St.rup Calc = MJ8 House Front faces: E Building Division ®nergyLOgic Building Analysis Entire House EnergyLogic Inc. 309 crunch As without CD 80513 Phone Crop caearm Per win Web mw rupees win For: Work Shop Colorado 4373 Jason 81 Denver, CO 80211 Phone: F20) 7469240 Location: an hDas Btu h Be nve r Stapleton lAP CO, uB 07 Elevation: 5459 ft 70 G as no Latitude: 40-N 24306 24 4 Outdoor: Heating Cooling 0rybum (°F) 7 95 Daily ange�°q - 30 (n ) N%t bulb 1'- 3(part2 59 Wind speed (mph) 150 75 Component an hDas Btu h % of load Walls 07 3141 70 G as no 21 3 24306 24 4 Mm9ure tliRerenm gr/Ib) 68.1 453 Infiltration: Ceilings 28 5895 59 Shielding /stories 3(part2 Pressure/AVF 50 Pa/18]] cfm Duds 9579 96 Ventilation 2429 4 4 Humidification A9tifLlm 7332 7 3 Ventilation 9595 9 6 Adjustments 0 Total 99797 loon Component an hDas Btu h % of load Walls 07 3141 70 G as no 25 9 29505 53 4 Mm9ure tliRerenm gr/Ib) 68.1 453 Infiltration: Method Blower door Shielding /stories 3(part2 Pressure/AVF 50 Pa/18]] cfm Duds 7138 12 9 Ventilation 2429 4 4 Internal gains A9tifLlm 5110 9 3 filtrAm dm% Adjustments 0 Total 55235 loon Latent Cooling Lead —0 Bub aeall LLwlue=0068 Brit -°F Data entries checked pro 3239 1 Up bar, Induce Btu Screft bracket Plar: 3239 1 Up Indoor: Heating Cooling Indoor temperature (°D R 75 Design TE) I'D 79 20 Relative humidity (% 50 50 Mm9ure tliRerenm gr/Ib) 68.1 453 Infiltration: Method Blower door Shielding /stories 3(part2 Pressure/AVF 50 Pa/18]] cfm Am N&I A9tifLlm filtrAm dm% are mitt H o��oseol 2019 19 020 RSU17182 ,ccwna�or� MSd�� daRroo=we Hous room nrez. e Wheat R16 W III owi:ion ®nergyLogic Building Analysis Base & Man EnergyLogic Inc. 309 crunch As without CD 80513 Phone Crop caearm Per win Web mw rupees win For: Work Shop Colorado 4373 Jason 81 Denver, CO 80211 Phone: F20) 7469240 Location: an hifity Btu h Be nve r Stapleton lAP CO, uB 4 1 Elevation: 5459 ft Met G as no Latitude: 40-N 14216 23 8 Outdoor: Heating Cooling 0rybum (°F) 7 95 Dailyange�°q - 30 (n ) N%t bulb 1'- 3(parp2 59 Wind speed (mph) 150 75 Component an hifity Btu h % of load Walls 4 1 17111 Met G as no 21 3 14216 23 8 Mm9ure tliRerenm gIS 68.1 453 Infiltration: Method Blower door Shielding/stories 3(parp2 Pressure/AVF 50 Re /2457 cfm Ventilation 1349 4 7 Humidification 8932 149 Ventilation 5330 8 9 Adjustments Game 0 Total 59800 loon Component an hifity Btu h % of load Walls 01 2441 84 G as no 27 2 18144 62 7 Mm9ure tliRerenm gIS 68.1 453 Infiltration: Method Blower door Shielding/stories 3(parp2 Pressure/AVF 50 Re /2457 cfm Ventilation 1349 4 7 Internal gains 4610 159 Art Itrapm Adjustments Game 0 Total 28938 loon Latent Cooling Load -0 B uh Overall U value -0065 Brit -°F Data entries checked pro 3239 Ful Up Iran, Increase Btu Screft Bracket all 3239 Ful St Indoor: Heating Cooling Indoor temperature (°D R 75 Design TE) I'D 79 20 Relative humidity (% 50 50 Mm9ure tliRerenm gIS 68.1 453 Infiltration: Method Blower door Shielding/stories 3(parp2 Pressure/AVF 50 Re /2457 cfm HmlfiAm sal Art Itrapm Game a re H o��oseol 2019 19 020 RSU17182 .ccwna�or� MSa�� aaRroo=wa House Poor .e cote or Building ®nergyLOgic Building Analysis Second Floor EnergyLogic Inc. 309 Sol As without CD 80513 Phone Crop caearm Per win Web mw rupees win For: Work Shop Colorado 4373 Jason 8l Denver, CO 80211 Phone: V20) 7469240 Location: an hDas Btu h Be nve r Stapleton lAP CO, uB 1 1 Elevation: 5459 ft 151 G as no Latitude: 40-N 10089 20 9 Outdoor: Heating Cooling 0rybum(°F) 7 95 Dailyange�°q - 30 (n ) N%t bulb[ - 59 Wind speed (mph) 150 75 Component an hDas Btu h % of load Walls 1 1 7211 151 G as no 21 3 10089 20 9 Mm9ure tliRerenm gr/Ib) 68.1 453 Infiltration: Method Blower door Shielding/stories 3(part2 Infiltration 30 5619 11 6 Duds 9579 198 Ventilation 1080 4 0 Humidification am 6670 138 Ventilation 4264 8 8 Adjustments 0 Total 48268 loon Component an hDas Btu h % of load Walls 1 0 1407 53 G as no 24 9 11789 44 0 Mm9ure tliRerenm gr/Ib) 68.1 453 Infiltration: Method Blower door Shielding/stories 3(part2 Pressure/AVF 50 Re /2457 Fm Duds 7205 26 9 Ventilation 1080 4 0 Internal gains am 500 1 9 *��Mm Adjustments 0 Total 26791 loon Cooling Load -0 B uh Overall U value -0074 B uh/fl'-°F WARNING window n floor area ratio =207%- more than 25%. 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V20) 7469240 Location: or Arool Indoor: Heating Cooling Be nve r Stapleton DAP, CO, US Gain Indoor temperature I'D 72 75 Elevation: 5459 tt I an nim Design TD I'D 79 20 Latitude: 40°N Relative humidity CS) 50 50 Outdoor: Heating Cooling Moisture differencedoor) 68.1 -453 Bracing IT) -7 95 Infiltration: 099 683 Dailyange I'D - 30 (H) Method Blower door 513 NktbulbI'D - 59 Shielding/stories 3(panla 1038 Wind speed (mph) 150 75 Pressure/AFF 50Re/18772 c(m Construction descriptions or Arool Gain . nlm_r I an nim rll nim It., Walls 12F maFrinval le merged ran caving le grepsumboandint n 687 0065 21 0 513 3528 099 683 Rod 2 m3 mod Um 16 o , suit a 606 0065 21 0 513 3112 099 603 1 1038 0065 21 0 513 5328 099 1032 as 672 0065 21 0 513 3451 099 668 all 3003 0065 21 0 513 15418 099 2986 R 19P Be Poll heavy dry or here damp per 2 m3 mod he Um n 563 0043 190 393 2209 041 229 li Poll r 19 owing 8 the a 503 0043 190 375 1887 028 141 1 538 0043 190 386 2075 036 192 as 483 0043 190 369 1779 023 112 all 2085 0043 190 381 7950 032 673 Partitions 12F Opm, Frin Poll 1 e mod end r 21 cav ins 1 e gypsum head he 369 0065 21 0 513 1895 051 189 Rod 2 m3 mod Um 16 o , suit Wntlow Um mat hk, rvrec rta LowE 27 30 1 spend cor ads up no ed n 162 0 270 0 21 3 3455 952 1543 wHww030) mm bunds 45' Upon 6x 07 n headro N 328 0270 0 21 3 6996 285 9362 a 60 0270 0 21 3 1280 285 1713 1 25 0270 0 21 3 533 150 374 as 357 0270 0 21 3 7615 285 10190 as 80 0270 0 21 3 1706 285 2283 all 1012 0270 0 21 3 21586 252 25465 LowE 27 30 1 spend cor ads up no Pro mat 1 g the ecrteds n 0270 0 213 en 5n 300 wHoo-O0) 50% blinds as, ItgoG 10 n overhang (a3n window h1,1 ft head N w[na0tl1spend cor ads mu no bin Um ms, l N^the NFRC rated as 00 0270 0 213 2048 117 1120 wHww030) 50%blinds 45', ugh[ 10 n overhang @ n window w,1 n gap] em n heed w Doom DtDoor Door Rod esters a 21 0160 60 126 265 424 89 n 21 0160 60 126 265 424 89 all 42 0160 60 126 531 424 178 mdbwo mmmewp WheatRi�e _.rapnuem a&bReMSh".^g.m0191020RSU Reolwex.ep Rem who so mnreze Building Robinson Ceilings R-49 Open Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins Floors Bg floor, heavy dry or light damp soil, 6' depth R-50 Floor: Flr floor, firm fir, 10" thkns, r-50 cav ins, amb ovr 2132 0.035 49.0 1855 0.023 0 277 0.020 50.0 .W..rig1'ItwOTC- Right -Suite® U niv er s al 201919.0.20 RSU 17182 ...\Wrightsofi\Work Shop Colorado -3239 Robb St.rup Calc = MJ8 House Front faces: E Yi/t.Y:Pb7i•Z 67i.9YR3 1.79 3319 0 0 0.79 219 0.20 55 2020-0ct-1014110f10 Page 2 Wheat Ridge Building Division Component Constructions or . Ocher- Ins, got yLogr Base & Main Br. Sermilackors Energgo is Inc. Pt+rt 3239Babbs 309peounchAve spread CD 80513 Phone pm)caearm 5n awgermioPoamwmmmanmioi I par'vim sesses For: Work Shop Colorado 4373 Jason St Denver, CO 80211 Phone. V20) 7469240 Location: or Arool Indoor: Heating Cooling Be nve r Stapleton DAP, CO, US Gain Indoor temperature I'D 72 75 Elevation: 5459 tt I par'vim Design TD I'D 79 20 Latitude: 40°N Relative humidity CS) 50 50 Outdoor: Heating Cooling Moisture differencedoor) 68.1 -453 Bracing IT) -7 95 Infiltration: 099 331 Dailyange I'D - 30 (H) Method Blower door 513 Vietcong I'D - 59 Shielding/stories 3(panla)2 594 Wmtl speed (mph) 150 75 Pressure/AFF 50 Re /2457 c(m Construction descriptions or Arool Gain . vlm_r I par'vim rll vim It., Walls 12F maFrinval le merged ran caving le grepsurnimandint n 333 0065 21 0 513 1710 099 331 Rod 2 m3 mod Umn 16 o , suit a 302 0065 21 0 513 1551 099 300 1 594 0065 21 0 513 3048 099 590 as 359 0065 21 0 513 1843 099 357 all 1588 0065 21 0 513 8152 099 1579 R 1 9P Be pa 11 heavy dry or I but us in p so it 2 m3 mod i no I in n 563 0043 190 393 2209 041 229 li Poll r 19 owing 8 the a 503 0043 190 375 1887 028 141 1 538 0043 190 386 2075 036 192 as 483 0043 190 369 1779 023 112 all 2085 0043 190 381 7950 032 673 Panirions 12F Opm, Frin Poll 1 e mod end r 21 cav ins 1 e gypsum head he 369 0065 21 0 513 1895 051 189 Wntlow LowE 27 30 1 elders cor are up no ed Umn mat bb, rvrec rta n 72 0 270 0 21 3 1536 952 686 wHww030) mm bunds 45' Upon 6x 67 n headro N 132 0270 0 21 3 2816 285 3768 a 60 0270 0 21 3 1280 285 1713 1 25 0270 0 21 3 533 150 374 as 170 0270 0 21 3 3626 285 4852 as 80 0270 0 21 3 1706 285 2283 all 539 0270 0 21 3 11497 254 13676 LowE 27 30 1 elders cor are up no Pro mat 1 g the Bcrteds n 0270 0 213 en 5n 300 3 wHww00) 50% blinds as, ItgoG 10 n overhang (a3n window b1,1 ft head N w[na¢B1 elders cor are mu no bin bin ms, l N^tort, NFrec rated as 00 0270 0 213 2048 117 1120 wHww030) 50%blinds 45', upon 10 n overhang @ n window w,1 n gap] Om n head w Doom DtDoor Door Rod esters a 21 0160 60 126 265 424 89 n 21 0160 60 126 265 424 89 all 42 0160 60 126 531 424 11" van 178 p W�ex[Rpg® '�9 a& �npolt�rs Shop Colorado Robb s.,v4 so W8 Lova Front age E Building Division Ceilings R-49 Open Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins 483 0.035 Floors Bg floor, heavy dry or light damp soil, 6' depth 1855 0.023 C9Lii/iKBL�Z6�ifKY. irB�BiF1 City of wrightsoft' 2 20 -Oct -161418:30 .,,.... .,....,..�.. Rig ht -Su ite® U niv er s al 20 19 19.0.20 RSU17182 Wheat R'Qj 4 ...\Wrightsofi\Work Shop Colorado -3239 Robb St.rup Calc = MJ8 House Front faces: E Building Division For: Work Shop Colorado 4373 Jason St Denver, CO 80211 Phone. V20) 7469240 Location: Component Constructions bad GORnalms. ®nergy1dogic Cooling mod, these) 857 Second Floor Br. Se�Brac� Elevation: 5459 tt Energgo is Inc. Pt+rt 3239 Robbs 309peounchAves Sanford M 80513 Phone Chase arm 5n awgergmeiommwmmmmngmgiomm 20 sesses For: Work Shop Colorado 4373 Jason St Denver, CO 80211 Phone. V20) 7469240 Location: n 90 Indoor: Heating Cooling Be nve r Stapleton lAP, CO, US 952 857 Indoor temperature I'D R 75 Elevation: 5459 tt 0 21 3 Design LID I'D 79 20 Latitude: 40°N as 187 Relative humidity CS) 50 50 Outdoor: Heating Cooling 5337 Moisture differencedoor) 68.1 -453 DrybulbIT) -] 95 21 3 Infiltration: 249 11789 Dallyange I'D - 30 (H) Method Blower door V4ktbulb I'D - 59 Shielding/stories 3(panla)2 Wmtl speed (mph) 150 75 Pressure/AFF 50Re/245]s(m Construction descriptions Ceilings or Arool Gain . nim_r Iols nim rll nim It., Walls 0035 490 277 4561 245 12FO,wFrmv,dI le woodsdthr2lwvmslO grepsumboandint n 354 0065 21 0 513 1818 099 352 Rod 2 c mod Um 16 o , suit a 304 0065 21 0 513 1561 099 302 277 0020 1 444 0065 21 0 513 2280 099 442 55 as 313 0065 21 0 513 1607 099 311 all 1415 0065 21 0 513 7266 099 1407 Partitions (none) Wntlow LowE 27 30 1 spend up are mtl no be Um mat ed his, rveRc rta n 90 0 270 0 21 3 1920 952 857 Fall 30) 50% bunds 45' she 667 nhadN 196 0270 0 21 3 4181 285 5594 as 187 0270 0 21 3 3989 285 5337 all 473 0270 0 21 3 10089 249 11789 Doom Ceilings R 49 Open Al Affic send asphalt shipped roof mat red can ins 1650 0035 490 277 4561 245 4041 oaa R 50 Floor or door him Ir 10 thm, r 50 Gavu, am b os, 277 0020 Soo 079 219 020 55 .t,M1me °iRE . oaoeeAn�A'aega,e Universal wa x�4mne,:a Building Division Project Summary Rod, 3239 Robb Up 0nergyLogic -] " Entire House Btu Samurai EnerggsLogic Inc. plan, 3239 Robes 309sounaarAge Berhoud CD 80513 Phone Pm)caearm ev &en&NlogiowmWebwwwnNiogiowm ]5" For: Work Shop Colorado 4373 Jason SI Denver, CO 80211 Phone. V20) 7469240 Notes: Work Shop Colorado 3239 Robb At (Manual JDS) Weather: Be nve r Stapleton lAP, CO, US Winter Design Conditions Summer Design Conditions Outside itb -] " Outside itb 95 " Inside tlb R" Inside tlb ]5" Design TD 79 " Design TD 20 " Daily ran e H Relative 50 % Moisture tllRe e�nce 455 Sued Heating Summary Sensible Cooling Equipment Load Sizing Structure 73292 Btu Structure 45668 Btu Duds 9579 Btu Duds 7138 Btu Central vent (135 Firm 9595 Btu Central vent (135 Firm 2429 Btu Hu mid Rication 7332 Btu Blower 0 Btu Equipment load 99]9] Btu Use manufacturer's data y Rate/swinmultipUer 1 00 Infiltration EgwpmenTsensbIs load 55235 Btu Method Bl ower do or Latent Cooling Equipment Load Sizing Shielding/stories 3dhp/2 Pressure /AVF 50 Pa 1877 ctm Structure -1049 Btu Duds 436 Btu Central vent (135 ctm) 3404 Btu Hestin4 Comin4 Asa(D) 5360 5360 Equipment latent load 0 Btu volume(Rg 37533 37533 Anchangesfiour 031 0.16 Equipment Total Load gogi 55235 Btu Ends AVF(dm) 194 W Re q. total apaoty al0] SHR 66 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a n/a Efficiency n/a �gleref n/a Heating input Sensible cooling 0 Btu Heating output 0 Btu Latent mo ling 0 Btu Temperature rise 0 " Total cooling 0 Btu Actual air flow 0 dm Actual air flow 0 dm Air flow factor 0 dinni Air flow factor 0 dinni Static pressure 0 in H20 Static pressure 0 in H20 Space thermostat n/a Wad sensible heat ratio 0 Calculations approved by ACCAto meet all requirements of Manual J Ed Ed rRy a BillAECp. _,tinevu.,iPi vrynvotwory mop Colorado 3239 Robe snp co W8 Rothe rAmn� a Building Division Project Summary Rod, 3239 Robb Up 0nergyLogic " Outside itb Base & Man Btu Seceftitackon EnerWLogic Inc. moo lila Robbs 309sounaarAge Berhoud CD 80513 Phone Pm)caearm ev &en&NlogiowmWebwwwnNiogiowm Design TD For: Work Shop Colorado 4373 Jason Sl Denver, CO 80211 Phone. V20) 7469240 Notes: Work Shop Colorado 3239 Robb At (Manual JDS) Weather: Be nve r Stapleton lAP, CO, US Winter Design Conditions Summer Design Conditions Outside itb -] " Outside itb 95 " Inside tlb R" Inside tlb ]5" Design TD 79 " Design TD 20 " Daily ran e H Relative 50 % Moisture difference 455 Sued Heating Summary Sensible Cooling Equipment Load Sizing Structure 45567 Btu Structure 27509 Btu Ducts 0 Btu Ducts 0 Btu Central vent Q5 Firm 5330 Btu Central vent Q5 Firm 1349 Btu Outstleau Outstleau Hu mid Aicotion 8312 Btu Blower 0 Btu Equipment load 59800 Btu Use manufacturer's data y Rate/swinultipUer EgwpmenTsensbIs load 1 00 28938 Btu Infiltration Method Bl ower do or Latent Cooling Equipment Load Sizing Shielding/stories 3tlhp/2 Pressure /AVF 50 Pa 2457 Orn Structure 49 Btu Duds 0 Btu Central vent Q5 ctm) -1691 Btu Rearm4 cemin4 0wsdaau Asa(D) 3710 3710 Equipment latent load 0 Btu volume (R0 24337 24337 Anchangeshour 028 0.14 Equipment Total Load gogi 28938 Btu Ends AVF(dm) 115 57 Re q. total apaoty at09 SHR 26 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade Carrier Comfort 95 Single Stag... Trade CARRIER Model 59SC5B100E21-20 Cond CA13NM36BNGOD AHRIed 0 Coil CNWP4221ALA++TOR AHRI ref 9370943 Efficiency 95AFUE ERisenry 105 EER, 13 SEER Heating input 100000 Btu Sensblecooling 30912 Btu Heating oLop of 76800 Btu Latent mo ling 2688 Btu Temperature rise 61 " Total cooling 33600 Btu Actual air flow 1390 dm Actual air flow 1110 dm Air flow factor 0031 dinni Air flow factor 0040 dinni Static pressure 090 in H20 Static pressure 090 in H20 Space thermostat Load sensible heat ratio 100 Calculations approved by ACCAto meet all requirements of Manual J Ed Ed Site Of '_t`- nems.u.i>�MertR —as—s,age2 wmeotwoMShop mioadwe nose r.eoo=ue xo.a rAmn� a Buildings Division Project Summary Rod, 3239 r Upmr, 0nergyLogic " domain Second Floor Btu Seceftitackon EnergyLogic Inc. plan 3239 paees 309skumarAve without CD 80513 Phone Pm)caearm ev &en&NlogiowmWebwwwnNiogiowm Design TD For: Work Shop Colorado 4373 Jason Sl Denver, CO 80211 Phone. V20) 7469240 Notes: Work Shop Colorado 3239 Robb At (Manual JDS) Weather: Be nve r Stapleton lAP, CO, US Winter Design Conditions Summer Design Conditions Outside itb -] " Outside itb 95 " Inside tlb R" Inside tlb ]5" Design TD 79 " Design TD 20 " Daily ran e H Relative % Moisture difference 455 Sued Heating Summary Sensible Cooling Equipment Load Sizing Structure 27754 Btu Structure 18507 Btu Ducts 9579 Btu Ducts 7205 Btu Central vent OR) Firm 4264 Btu Central vent OR) Firm 1080 Btu Outstleau Outstleau Hu mid Aicotion 6670 Btu Blower 0 Btu Equipment load 48268 Btu Use manufacturer's data y Rate/swinultipUer 1 00 Infiltration EgwpmenTsensbIs load 26791 Btu Method Bl ower do or Latent Cooling Equipment Load Sizing Shielding/stories 3tlhp2 Pressure /AVF 50 Re 245]ctm Structure -1000 Btu Duds 436 Btu Central vent {60ctm) -1513 Btu Heat 4 4 Bu1650 of or nnt Asa(D) 1650 Equiipme0 latent load 0 Btu volume(Rg 13196 13196 Anchangeshour 036 0.18 Equipment Total Load Soi 26791 Btu Ends AVF(dm) 79 40 Re q. total apaoty at09 SHR 24 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade Carrier Comfort 95 Single Stag... Trade CARRIER Model 59SC5B08OE17-16 Cond CA13NM30BNGOD AHRlred 0 Coil CNWP3617ALA++TDR AHRlred 9975959 Efficiency 95AFUE ERisenry 105 EER, 13 SEER Heating input 80000 Btu Aensblecooling 24840 Btu Heating a Up of 60800 Btu Latent mo ling 2160 Btu Temperature rise 63 " Total cooling 27000 Btu Actual air flow 1075 dm Actual air flow 1075 dm Air flow factor 0029 dinni Air flow factor 0042 dinni Static pressure 080 in H20 Static pressure 080 in H20 Space thermostat Load sensible heat ratio 100 Calculations approved by ACCAto meet all requirements of Manual J Ed Ed Site Of '1` nseffa�nma027 fte , ._w,brmotwoms,op Colorado 3239 Robb r.aoio= ma Hous emmnos.e Building Division AED Assessment Entire House Energy-ogic Inc. 309 crunch Ave Berhoud CD 80513 Phone Pi5327rm 5n as Spot aridoentarranglogomm Wmaaa rupees win For: Work Shop Colorado 0.373 Jason St Denver CO 80211 Phone: F20) 7469240 Location: Denver Stapleton IPP, CO, US Elevation: 50.59 tt Latitude: 40-N Outdoor: Heating Drybum (°F) 7 Dailyange I'D - vwtbulbI'D Wind speed (mph) 150 put, 3239 Robb Up mr, abuse Ble Sam process Plar, 3239 Robb St Hourly Gering tml Maximum hourly glazing load exceeds average by 39.7%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 2620 Eltuh (PFG-1.3'AFG) cay a +N wr1gn mildri°Rll 2019 19 0 20 RSU17182e✓ .01 .ca. _wnarnorwoMw �adoe+23e a�r.v oio=me Hous Reimpose e Building Division Indoor: Heating Cooling Indoor temperature (°D R 75 Design TD I'D 79 20 Relative humidity CS 50 50 Cooling Moisture difference dgrp 68.1 453 95 Infiltration: 30 ( H ) 59 ]5 Hourly Gering tml Maximum hourly glazing load exceeds average by 39.7%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 2620 Eltuh (PFG-1.3'AFG) cay a +N wr1gn mildri°Rll 2019 19 0 20 RSU17182e✓ .01 .ca. _wnarnorwoMw �adoe+23e a�r.v oio=me Hous Reimpose e Building Division AED Assessment Base & Man Energy-ogic Inc. 309 crunch Ave Berhoud CD 80513 Phone Pi5327rm 5n da^othrunioeiomm Web mw rupees win For: Work Shop Colorado 0.373 Jason St Denver, CO 80211 Phone: F20) 7469240 Location: Denver Stapleton IPP, CO, US Elevation: 50.59 tt Latitude: 40-N Outdoor: Heating Drybum(°F) 7 Dailyange I'D - vwtbulbI'D Wind speed (mph) 150 put, 3239 pump Up mr, special be Sam mai Pla, 3239 pump St 4411yGering tml Maximum hourly glazing load exceeds average by 09.56. Zone does not have adequate exposure diversity (AED), based on AED limit of 306. AED excursion: 3008 Btuh (PFG-1.3'AFG) Ctry of ., - l 2019 19 0 20 RSU17182 WWE9C1Wtl�@e° ASCII aWn�t�rs� Colorado a�r.v oio=me House Reimnse.e Bulltltre Dmlamn Indoor: Heating Cooling Indoor temperature I'D R 75 Design TD I'D 79 20 Relative humidity CS) 50 50 Cooling Moisture difference dgrp 68.1 453 95 Infiltration: 30 ( H ) 59 ]5 4411yGering tml Maximum hourly glazing load exceeds average by 09.56. Zone does not have adequate exposure diversity (AED), based on AED limit of 306. AED excursion: 3008 Btuh (PFG-1.3'AFG) Ctry of ., - l 2019 19 0 20 RSU17182 WWE9C1Wtl�@e° ASCII aWn�t�rs� Colorado a�r.v oio=me House Reimnse.e Bulltltre Dmlamn AED Assessment Second Floor Energy-ogic Inc. 309 crunch Ave Berhoud CD 80513 Phone Pi5327rm 5n da^othrunioeiomm Web mw rupees mm For: Work Shop Colorado 0.373 Jason St Denver, CO 80211 Phone: F20) 7469240 Location: Denver Stapleton IPP, CO, US Elevation: 50.59 tt Latitude: 40-N Outdoor: Heating Drybum(°F) 7 Dailyange I'D - vwtbulbI'D Wind speed (mph) 150 put, 3239 pump Up mr, special Be Sam Brackon plan, 3239 pump St 4411yGering tml Maximum hourly glazing load exceeds average by 28.16. Zone has adequate exposure diversity (AED), based on AED limit of 306. AED excursion: 0 Btuh Ctry of wring .ca. _Wna�t�r._d adoe+23e a�r.v oio=me House Front nreas.a eenmoa Dmlamn Indoor: Heating Cooling Indoor temperature I'D R 75 Design TD I'D 79 20 Relative humidity CS) 50 50 Cooling Moisture difference dgrp 68.1 453 95 Infiltration: 30 ( H ) 59 ]5 4411yGering tml Maximum hourly glazing load exceeds average by 28.16. Zone has adequate exposure diversity (AED), based on AED limit of 306. AED excursion: 0 Btuh Ctry of wring .ca. _Wna�t�r._d adoe+23e a�r.v oio=me House Front nreas.a eenmoa Dmlamn ©nergyLicu c Right.q Worksheet due 3239 Robb St. Entire House on, 10MRS20 EnergyLogic Inc. a" ms Robes 80513 Phone 0m) 532 7793 Fur ail Food Proud Calculations approved by P Coro meet all requirements of ManualJ 8th Ed olOf Aft Rig n��or�o oy�ooaasngnoee,.w U Pop Sol Houde rmab a.a Building Division For, no. Fraud He.. Spend Floor 686R„ Abp ft - Fee l,onmew LLnue FTM road }W Inad @up!IIna Rul in @aN 0 (Ruh) Fed, I Pool Grope WPIS red, Pool Grope WPIS red, a:::]12F 6 12F 0. 0 065 H n 5 13 0 99 Sug 687 3528 683 444 354 1818 352 q �Few E 27 30 0 270 n 21 33 9 52 162 0 3465 15C go 0 1920 857 0. 0 065 e 5 13 0 99 955 606 31 d 603 500 304 1561 302 • Few E 27 30 0 270 e 21 33 28 54 328 0 6996 9362 196 0 4181 5594o �q 12F 0. 0 065 a 5 13 0 99 1069 1038 5328 1032 444 444 2280 442 �q �q 12F 0. 0 065 w 5 13 0 99 112' 672 3,151 668 500 313 1607 311 0 Few E 27 30 0 270 w 21 33 28 54 357 0 7615 10190 187 0 3989 5337 �q Lo c Rud Open Fil 0 035 2 77 2 45 2132 2132 5895 5223 1650 1650 4561 Q41 F R50 Floor 0 020 0 79 0 20 277 277 219 55 277 277 219 55 o)ae eaamon 12 N m 13 mai Rajuma@ 230PoP50n nceopurer 500 500 Subewal 5tois)850 SUMOA 73292 451 2775i 18507P 85 14 5 Pro leads 13% 9579 7138 9 l0(.m) Aor�duaime Calculations approved by P Coro meet all requirements of ManualJ 8th Ed olOf Aft Rig n��or�o oy�ooaasngnoee,.w U Pop Sol Houde rmab a.a Building Division ©nergyLicu c Right.q Worksheet due 3239 Robb St. Entire House EnergyLogic Inc. a" ms Robes 80513 Phone 0m) 532 7793 Fur ail Food Proud Calculations approved by P Coro meet all requirements of ManualJ 8th Ed LlNeybf 'f'-+^Rmorw�ns�n� moaeo�aoevoes.p om=uue no.aram20 19 19 0 20 RSW 182 20Wel sst�ge B ull tll ug Division Recap wall 01 0 ft ioaen ni y, lIo. Pre �w Pre w.e mevl,on to MFree m (arn) Fed, I Pool Grope WPIS red, Pool Grope WPIS red, a:::]6 12F 0. 0 065 n 5 13 0 99 405 33 1710 331H �o Few E 27 30 0 270 n 21 33 9 52 72 1536 686 12F 0. 0 065 e 5 13 0 99 455 30 1551 300 E 27 30 0 270 e 21 33 28 54 132 2816 3768 oFew Nagar 0 160 e 12 64 424 21 2 265 89 A 0 068 e 3 75 0 28 563 50 1887 141 �oFewRig E 27 30 0 270 e 21 33 28 54 60 1280 1713 12F 0. 0 065 a 5 13 0 99 625 59 30Q 590 �o Few E 27 30 0 270 a 21 33 9 52 32 6 672 300 �o Rig A 0 068 a 3 86 0 36 563 53 2075 192 Few E 27 30 0 270 a 21 33 1498 25 533 374 12F 0. 0 065 w 5 13 0 99 625 35 18C 357 Few E 27 30 0 270 w 21 33 28 54 170 3626 Q52 i Few E 27 30 0 270 w 21 33 11 U 96 17 20Q 1121 �oFew12F E 27 30 0 270 w 21 33 28 54 80 1706 2283 0. 0 065 5 13 0 51 390 36 1895 189 Lo Nagar 0 160 n 12 64 424 21 2 265 89 o)ae ..vaso. 12 on 81 Q 1034 Z!nnuflearon 01 0� 13 ualsainaM no Pomo Subewaian,es 5tois, 1 1 1 455371 275891 SUMOA Ridge 27589 14 0% 0% 45 e� neeel111 uai:mlthr Calculations approved by P Coro meet all requirements of ManualJ 8th Ed LlNeybf 'f'-+^Rmorw�ns�n� moaeo�aoevoes.p om=uue no.aram20 19 19 0 20 RSW 182 20Wel sst�ge B ull tll ug Division pnergyLol Right.q Worksheet Ruh 3239 Rustut, St. Base & Main DR, 10MRS20 EnsrgyLogic Inc. a" ms Roves 80513 Phone 0m) 532 7793 Er ail Food Road Calculations approved by P Coro meet all requirements of Manual J 8th Ed BXy a Aft Ria '=�` RightafteaDUnivere.1201919020Rsunim Spill *4e _vNpireorwory Shop Colorado 3239 Robe sxy Rod PUP Rouarmmnrez.E Building Division nOP.) 86=p l,onLLn ue MM Ford }W Ford mew a=!IIo� Rul (t) (Ruh) (t) (Ruh) Had, I cool Grope WPIS Rod, cool Grope WPIS Rod, apeliH �q o A 0 068 e 3 75 0 28 563 50 1887 141 126 126 Q5 51 �Rig q �q �q Rig A 0 068 a 3 86 0 36 563 53 2075 192 212 187 696 Q Few E 27 30 0 270 a 21 33 1498 25 533 374 25 0 533 374 �q Lo F Be door Feel 0 023 1 79 0 00 1855 185 3319 0 295 295 528 0 o)ae e�amon N m 13 maiganam=a 230PoPn nceopurer 000 Subsual 5tois) Full 45537 27589 3119 68 14 0% 0% ni bi 45 Sol mplvej bal� uoorn0d red Calculations approved by P Coro meet all requirements of Manual J 8th Ed BXy a Aft Ria '=�` RightafteaDUnivere.1201919020Rsunim Spill *4e _vNpireorwory Shop Colorado 3239 Robe sxy Rod PUP Rouarmmnrez.E Building Division ©nergyLol Right.q Worksheet Jet, 3239 Robt, St. Base & Main EnergyLogic Inc. a" ms Robes 80513 Phone 003) 532 7793 Er ail Food amake CIN Of Calsularionsa oproved by P Coro meet all ran uhrements of Manua I 8th Ed �Rialos =�`� Remsvuau.m uue Have rmmx n s°r^ B ma Be _vtirymotwory mop miomeosap Robe snp Cold = res. a Bll Division ft 68OR„ doorLLn ue MM drew Inad Inad mew @up!IIn� Rul 0 (Ruh) 0 (Ruh) H �o o �o �o �o �o Lo F Be door Feel 0 023 1 79 0 00 52 52 93 0 15 15 279 0 o)ae esremon on 23 N m 13 mai Raju Ol@ ap Popin Subewal endis) all go 0 14 165401 13� uaimel@m) CIN Of Calsularionsa oproved by P Coro meet all ran uhrements of Manua I 8th Ed �Rialos =�`� Remsvuau.m uue Have rmmx n s°r^ B ma Be _vtirymotwory mop miomeosap Robe snp Cold = res. a Bll Division pnergyLici Right.q Worksheet due 3239 debt, St. Base & Main Calculations approved byFdCC4o meet all requirements of Manual JBh Ed Vighlli EnergyLogic Inc. a" ms Bogies 80513 Phone 003) 532 7793 Er ail Sport Proud For, no. STORFOR STEP 1 Calculations approved byFdCC4o meet all requirements of Manual JBh Ed Vighlli m-16141831 Aft __ moadoaQ6 Building Blvfigul . Swung utefu�o~rve Robe s np oio=uue Hous Flom page nbP.) �p l,onLLn ue MM Food }W Food mew a=!IIoa Rul (9 @1uN (9 @two Feet I Pool Grope WPIS Feet Pool Grope WPIS Feet a:::]H �o o A 0 068 e 3 75 0 28 108 108 42 44 45 45 177 18 �Rig o �o �o �o Lo o)ae e�amon N m 13 natural ganam=w n6 Popin Subewil 5tois) Subdold 3173 1076 0 0 14 0% 0% 0% ad Poloo�l rrolou BBV a Calculations approved byFdCC4o meet all requirements of Manual JBh Ed Vighlli m-16141831 Aft __ moadoaQ6 Building Blvfigul . Swung utefu�o~rve Robe s np oio=uue Hous Flom page ©nergyLici Right.q Worksheet due 3239 Robt, St. Base & Main EnergyLogic Inc. a" ms Robes 80513 Phone 0m) 532 7793 EF ail Food Proud Calculations approved by P Coro meet all requirements of Manual J 8th Ed BRy n°/qW� Aft�`='�'=�` Rig msvFew u.m x n _vungNotwry amaymmmwa eeRobb sxo19e Houde rmres. a y a= m Building Division ft- mq� 86 ft- 1,onFee LLn uc MM Food q9 Food mew @up!IIu� Rul or peninenter 0 (Ruh) or peninenter 0 (Ruh) Hed, I Pool Grope WPIS red, Pool Grope WPIS red, I a:::]H �q o �q �q �q Rig A 0 068 a 3 86 0 36 59 59 230 2 176 176 689 71 �q Lo o)ae esremon 12 on ud ad N m 13 Faunal nanam=a no PoPn Subewal 5tois) 101 Sumac 14 0 uaimel(.m) Calculations approved by P Coro meet all requirements of Manual J 8th Ed BRy n°/qW� Aft�`='�'=�` Rig msvFew u.m x n _vungNotwry amaymmmwa eeRobb sxo19e Houde rmres. a y a= m Building Division pnergyLici Right.q Worksheet due 3239 debt, St. Base & Main CRV a Calculations approved by PCC4ro meet all requirements of Manual) 8th Ed Energyl-ogic Inc. a" ms Bogies 80513 Phone 003) 532 7793 Er ail Sport Proud CRV a Calculations approved by PCC4ro meet all requirements of Manual) 8th Ed ��`='�'=�` Rig msvuau.m 2MUPPPnaa. _vtirymoful$ mop Colorado 3239 Robe snp Pop all uuex Frei a Houde. ft p=P.) hep l,onLLn ue MM Inad }W Inad mew a=!IIoa Rul (9 (Ruh) (9 (Ruh) Feet I Pool Grope WPIS Feet Pool Grope WPIS Feet a:::]H �o o �o 12F 0. 0 065 a 5 13 0 99 135 135 693 13 55 55 282 55 �o �o �o Lo o)ae e�remon N m 13 mai galams@ 230Popin Sul Omaa 5tois) Subdoll 4289 2253 608 14 0% 0% chr uaimel(.m) CRV a Calculations approved by PCC4ro meet all requirements of Manual) 8th Ed ��`='�'=�` Rig msvuau.m 2MUPPPnaa. _vtirymoful$ mop Colorado 3239 Robe snp Pop all uuex Frei a Houde. Building ON SI on pnergyLici Right.q Worksheet due 3239 Reflut, St. Base & Main Energyl-ogic Inc. a" ms Roues 80513 Phone 0m) 532 7793 Er ail Food amake Calculations approved by P Coro meet all requirements of Manual J 8th Ea rRV of s^o^Ylreefge�—RemsuFew u.m 8 yma�erwaxmaymamdwq Rabe r.yoa=uue Have Flown .a eonam¢ gmiaoo ft by l,onLLnue MM drew Inad }W Inad mew @up!IIn� Rul 0 (Ruh) 0 (Ruh) Hed, I Pool Grope WPIS red, Pool Grope WPIS red, a:::]H �q o �q �q �q �q Lo o)ae eaamon on 107 N m 13 mai Rajums@ 230PoPn01 01 1 1030 lOmaa 5tois) Full 0 0 4048 324 14 Q 114 uaimel0 or @m) Calculations approved by P Coro meet all requirements of Manual J 8th Ea rRV of s^o^Ylreefge�—RemsuFew u.m 8 yma�erwaxmaymamdwq Rabe r.yoa=uue Have Flown .a eonam¢ gmiaoo ©nergyLol Right.q Worksheet Ruh 3239 Robt, St. Base & Main Calculations approved bvPCC4o meet all requirements of Manual JBh Ed ANFea R'dw EneMyLogic Inc. a" ms Robes 80513 Phone 003) 532 7793 Eur ail Food Road Read, no. FOYER STEP 2 Calculations approved bvPCC4o meet all requirements of Manual JBh Ed ANFea R'dw omleifaenl _ Aft _ moadoaop Building UMtbn .wro~rve Robe s np "Not Colo Feel Hous Flom page ft lobs.) eaeirew l,onLLn ue MM Food Food mew @up!IIu� Rul 0 (Ruh) 0 (Ruh) Red, I col Grope WPIS Red, col Grope WPIS Red, alwiH �o o �o �o �o �o Lo o)ae e�amon 12 N m 13 malgana 01a nb 01 Applandocurer loinzs 5tois) all 0 0 511 25 BBV a Calculations approved bvPCC4o meet all requirements of Manual JBh Ed ANFea R'dw omleifaenl _ Aft _ moadoaop Building UMtbn .wro~rve Robe s np "Not Colo Feel Hous Flom page pnergyLol Right.q Worksheet Job 3239 Reflut, St. Base & Main Recap wall 0 ft 22 EnsrgyLogic Inc. a" ms Roues 80513 Phone 0m) 532 7793 Er ail Spon amake Calculations approved by P Coro meet all requirements of Manual J 8th Ed BIN _ of Aft Rial l Remsvuaun Blit " aughterwa$ may mmmewe Rabe sxy cap W8 Have rro mn ea Building Division Recap wall 0 ft 22 ft a88P.) vasirew l,onLLn ue MM Inad Inad mew @up!IIu� Rul 0 (Ruh) 0 (Ruh) Had, I cool Grope WPIS red, cool Grope WPIS red, apeliH �q o �q �q �q �q 12F 0. 0 065 5 13 0 51 255 23 1202 120 50 50 257 26 Lo o)ae eaamon on 67 N m 13 mai Rajums@ 230PoPn Subsual 5tois) Full hill 291 7 26Q 14 �a�l(m Calculations approved by P Coro meet all requirements of Manual J 8th Ed BIN _ of Aft Rial l Remsvuaun Blit " aughterwa$ may mmmewe Rabe sxy cap W8 Have rro mn ea Building Division pnergyLogk Right.q Worksheet due 3239 Robb St. Base & Main on, IOMNRR 86 5 ft Energyl-ogic Inc. a" ms Robes 80513 Phone 0m) 532 7793 Eur ail Spon amake Calculations approved by PCC4ro meet all requirements of Manual J 8th Ed CIN Of Aft 'f`Olso =`" ReM SuftR Unhei 20 1919e x Sinn a '0'Wh�Ard�e _wnboorwommop Colorado 3239 Robb r.0 Pop Sol Houde m �. Building Division Forn no. OPEN PRESS Recall wall 86 5 ft 866R„ l,onLLn ue no MM Food Food mew @up!Tj Rul 0 (Ruh) or pen ing Sir I Hed, I Pool Probe WPIS red, Pool Probe WPIS red, a:::]12F H �q 0. 0 065 e 5 13 0 99 SO 161 827 160 • Few E 27 30 0 270 e 21 33 28 54 84 0 1792 2398o �q 12F 0. 0 065 N 5 13 0 99 195 164 840 163 �q Few E 27 30 0 270 N 21 33 9 52 32 32 672 300 �q 12F 0. 0 065 w 5 13 0 99 380 218 111S 217 0 Few E 27 30 0 270 w 21 33 28 54 66 0 1408 1884 0 Few E 27 30 0 270 w 21 33 11 U 96 85 20Q 1121 �q Lo c Rud Open M,. 0 035 2 77 2 45 256 256 707 627 o)ae eoamon on Sell 31 N Fo 13 maigana Falla 230 PoPn l0mzo 5tois) Fail 322 1 Full 12745 2M 14 For For uoimel(.m) Calculations approved by PCC4ro meet all requirements of Manual J 8th Ed CIN Of Aft 'f`Olso =`" ReM SuftR Unhei 20 1919e x Sinn a '0'Wh�Ard�e _wnboorwommop Colorado 3239 Robb r.0 Pop Sol Houde m �. Building Division ©nergyLogk Right.q Worksheet due 3239 Robt, St. Second Floor on, 10MRS20 EnergyLogic Inc. a" ms Robes 80513 Phone 0m) 532 7793 EF ail Food Proud Calculations approved by P Coro meet all requirements of Manual J 8th Ed cilOf Aft =l RightaltRUnivere.1201919020x n TAFOtfFl�" _vNpirearwry mColorado 3239 sxy ouue ousermm aay ee Rabe a= res. a Building Division For, no. Spend Floor Sul 3 ft- meow �p l,onLLnue MM Food }W Inad mew a=!IIoa Rul (t) (Ruh) (t) (Ruh) Hed, Pool Grope dives red, Pool Grope dives red, a:::]6 12F 0. 0 065 n 5 13 0 99 444 354 1818 352 124 102 521 101H �q Few E 27 30 0 270 n 21 33 9 52 go 0 1920 857 23 0 480 214 12F 0. 0 065 e 5 13 0 99 500 304 1561 302 id 67 344 67 • Few E 27 30 0 270 e 21 33 28 54 196 0 4181 5594 45 0 960 1284 o �q 12F 0. 0 065 a 5 13 0 99 444 444 2280 442 68 68 3Q 68 �q �q �q Lo c Rud Open Fil 0 035 2 77 2 45 1650 1650 4561 Q41 212 212 586 519 F R50 Floor 0 020 0 79 0 20 277 277 219 55 190 190 150 38 o)ae esremon 12 11' N m !nnuflearon 13 mai Rajums@ 230PoPn Subewal 5tois) j SUMOA 27754 18507 4295 14 5 Duct leads 35% Ror 9579 7205 35% 39% 1482 Sol 895 Porrolou'rined Calculations approved by P Coro meet all requirements of Manual J 8th Ed cilOf Aft =l RightaltRUnivere.1201919020x n TAFOtfFl�" _vNpirearwry mColorado 3239 sxy ouue ousermm aay ee Rabe a= res. a Building Division ©nergyLogk Right.q Worksheet due 3239 Robt, St. Second Floor EnergyLogic Inc. a" ms Robes 80513 Phone 0m) 532 7793 EF ail Food Proud Calculations approved by P Coro meet all requirements of Manual J 8th Ed cilOf ,fes_`=•u•-= `-Remsvuaunv '°`MIiiiie vNpreorworyShopmmaewe Robe sxy oo=uueHoude rman s.a Building Division ft - eea�w ! II Or Pre openeea�w Pre ml tau ,Free m t�',p m (Ruh) Hed, Pool Grope dives red, Pool Grope dives red, a:::] H �o o �o �o �o i �o Lo c Rud Open Fil 0 035 2 77 2 45 66 66 182 162 66 66 182 162 F R50 Floor 0 020 0 79 0 20 28 28 22 5 28 28 22 5 o)ae ..vaso. 12 Z!nnuflearon 13 ualgainaM 230Po mo Subewal 5toia, Loss aternal load 0 1 75 Aor�duli:mlthr) Calculations approved by P Coro meet all requirements of Manual J 8th Ed cilOf ,fes_`=•u•-= `-Remsvuaunv '°`MIiiiie vNpreorworyShopmmaewe Robe sxy oo=uueHoude rman s.a Building Division pnergyLogk Right.q Worksheet due 3239 Reflut, St. Second Floor EnergyLogic Inc. a" ms Roues 80513 Phone 0m) 532 7793 Er ail Food amake Calculations approved by P Coro meet all requirements of Manual J 8th Ed BRy a 202a '-+^kRmorww$SShomomeoiM2e Roes.p om=Feel nova rmm17nd2 .E KeAV. ge Building Division For, no. Sul 2 FOYEWARL 2240ft' n OpW LLn ue u MM Food } Food mew @uprm—'r� (aul w 0 (Ruh) or 0 (Ruh) Hed, Pool Grope WPIS red, Pool Grope WPIS red, a:::]H �q o �q �q �q 0 Few E 27 30 0 270 w 21 33 28 54 45 960 1284 26 555 742 �q Lo c Rud Open M,. 0 035 2 77 2 45 224 22 619 due 207 20 572 507 o)ae e�amon N m 13 mainanam=M no PoPn Sul Ones 5tois Full 4786 2810 30Q 18879 14 5 an I leads 35% ol 1652 1094 35% 39% 1051 uiimel(.m) Calculations approved by P Coro meet all requirements of Manual J 8th Ed BRy a 202a '-+^kRmorww$SShomomeoiM2e Roes.p om=Feel nova rmm17nd2 .E KeAV. ge Building Division ©nergyLogk Right.q Worksheet Jet, 3239 Robt, St. Second Floor EnergyLogic Inc. a" ms Robes 80513 Phone 0m) 532 7793 Er ail Food amake Calculations a oomved by P CA to meet all ren uirements of Manua l J 8th Ed Ciro Of AftRt_�a,e ee anosi RehtaltRUniv 171 Page mughtefwory Shop mmmea9 Rom sxyo�owy Have rm .a Bul Division For, no. harl M�STF CLO Robbed wall 60 ft ft ewrew 66OR„ LLn ue MM Food Food mew @up!IIn� Rul 0 (Ruh) 0 (Ruh) H �o o �o �o �o 0 Few E 27 30 0 270 in 21 33 28 54 26 55 742 26 0 555 742 �o Lo C Rud Open Fid. 0 035 2 77 2 45 84 8 23 206 155 155 429 380 o)ae e�amon on 143 1�1 '11 all N m !nrulaton 01 13 maigana OlM np 01 01 0 PoPn Subewal endis)god 1j sul logo 1642 7J 11 4v 14 5 Duct leads 35% 3l 360 639 35% ol 5 55 in 0 d 14011 22N 2321 1996 1 Calculations a oomved by P CA to meet all ren uirements of Manua l J 8th Ed Ciro Of AftRt_�a,e ee anosi RehtaltRUniv 171 Page mughtefwory Shop mmmea9 Rom sxyo�owy Have rm .a Bul Division ©nergyLogk Right.q Worksheet Ruh 3239 Robt, St. Second Floor DR, 10MRS20 EnergyLogic Inc. a" ms Robes 80513 Phone 0m) 532 7793 EF ail Food Road Calculations approved by P Coro meet all requirements of Manual J 8th Ed cilOf AftN —�R+ugsyor�o Shop Colorado e�e neer Pop wq no.Frorttardes e 'WBA4ft Building uwi:ibn Read, no. PARLOR Marc 'DR Speeded wall 18 5 ft 345 ft 5 Roundup oo OROR)„ LLnue n MM drew Inad Inad mew @uprm—'r� (aul 0 (Ruh) 0 (Ruh) Had, cool Grope WPIS Rod, cool Grope WPIS Rod, I apeliH �q o �q �q �q �q Lo c Rud Open Rl 0 035 2 77 2 45 145 145 400 35 300 30 830 735 o)ae e�amon 12 on ad 82 N m 13 Fail ganam=M no PoPn Subeotal 5tois3603 10 subdodal 2442 2� 45J 36i 14 5 Fueled& 35% ol 843 33 35% 3l 15 1403 in 0 d in Calculations approved by P Coro meet all requirements of Manual J 8th Ed cilOf AftN —�R+ugsyor�o Shop Colorado e�e neer Pop wq no.Frorttardes e 'WBA4ft Building uwi:ibn pnergyLogk Right.q Worksheet Jet, 3239 Reflut, St. Second Floor load, 10MRS20 Energyl-ogic Inc. a" ms Roues 80513 Phone 0m) 532 7793 Enr ail Sood Proud rive of Calculations approved b P Coro meet all requirements of Manual J Ed Etl. _—•u•-�`- v WA S AftRemsvuau.m cPage 17 vryreorwom Shop meaewe Reee exp o uue Have Front z.e BUIItlIng Division Forn no. Mas Pro Recap wall 480 ft 5 Roundup ft - eia�w Fee ! Or Pro open Food xeerdoor tau �,.I"l m (Ruh) Had, col Grope Pace ded, col Grope Pace ded, C210111 H �oFew E 27 30 0 270 n 21 33 9 52 23 0 480 21 E 27 30 0 270 e 21 33 28 54 45 0 960 128 oFew �o 12F 0. 0 065 a 5 13 0 99 152 152 781 15 �o �o i �o Lo o)ae ..vaso. 12 on gd� )m 13 riwinzmeth 230Pomo 01 01 ncelawther Subtual One= end is, Full 4736 2315 14 5 Duct leads 351 ol 1635 901 dr uei:eit%) rive of Calculations approved b P Coro meet all requirements of Manual J Ed Etl. _—•u•-�`- v WA S AftRemsvuau.m cPage 17 vryreorwom Shop meaewe Reee exp o uue Have Front z.e BUIItlIng Division Manual S Compliance Report put, 3239 pope Up G par, 10MIO20 - - Base & Man Ban SecottlRackroan EnerWLogic Inc. age, 3239 popes 309 Search Ass Berhoud CD 80513 Phone Crop caear93 5n mnothruniomomm wmmw rupees mm For: Work Shop Colorado 0.373 Jason St Denver, CO 80211 Phone. V20) 7469240 Design Conditions Outdoor design D D'. 95.0°F Sensible gain: 28938 Btu Entering coil OH 764°F Ounce des)gn WE 59.0°F Latent gain: 0 Btu Entering coil WB. 615°F Indoor design DH 750°F Total gain 28938 Btu IntloorPIT 50% Esti mate it a INow: 1110 dm Manufacturer's Performance Data at Actual Design Conditions Equipment ype: Split GO Manufacturer Carrier Model CA13NA036DNGOD+CNPVP4221AlA++TDP Actual aidlow: 1110 dm Sensible capacity: 28000 Btu W%ofload Latent capacity: 2688 Btu 0% of load Total capacity: 30688 Btu 106% of load SHP 91% Design Conditions Outdoor design BE 7O -F Heat loss 59800 Btu Entering coil OH 61.6`F Indoor design OH RO°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer Carrier Model 59SC5D100E21-20 Actual aidlow: 1390 dm Output capacity: 76800 Btu 128% of load Temp rise: 61 °F Meets all requirements of ACCAManual S on Filif wrlgr!6so— nemsvuyt Universalt20 19 0 20 Spur 7182 nousemmnrez e 9 rmm iai m _audemorwom Shop Colorado 3239 Robe n.9 co — �WheBFRidBe li Division For: Work Shop Colorado 4373 Jason St Denver, CO 80211 Phone. V20) 1469240 Design Conditions Manual S Compliance Report pop 3239 pope Up G Sensible gain: 26191 Btu Entering coil BE 786`F par, 10MIO20 - - Second Floor Ban SecottlRackroan IntloorPIT 50% EnerWLogic Inc. all 3239 pope s 309skumauftes Berhoud CD 80513 Phone Pm)caearm ev mn&niomommwmaaanniomomm For: Work Shop Colorado 4373 Jason St Denver, CO 80211 Phone. V20) 1469240 Design Conditions Equipment type: Gas furnace Outdoor design D B'. 95.0°F Manufacturer Carrier Model 59SC5B08OE11-16 Sensible gain: 26191 Btu Entering coil BE 786`F Ounce des)gn WE 59.0°F Latent gain: 0 Btu Entering coil WB. 620°F Indoor design BE 150°F Meets all requirements of ACCAManual S Total gain 26191 Btu IntloorPIT 50% CRV a Esti mate it a INow: 1075 dm Manufacturer's Performance Data at Actual Design Conditions Equipment ype: Split GO Manufacturer Carrier Model CA13NA03OBNGOD+CNPVF3617A1A++TDP Actual aidlow: 1075 dm Sensible capacity: 26313 Btu 90%ofload Latent capacity: 616 Btu 0% of load Total capacity: 26929 Btu 101% otload SHP 90% Design Conditions Outdoor design BE 7O -F Heat loss 48268 Btu Entering coil BE 645°F Indoor design BE RO°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer Carrier Model 59SC5B08OE11-16 Actual aidlow: 1075 dm Output capacity: 60800 Btu 126% of load Temp rise: 63 °F Meets all requirements of ACCAManual S CRV a A ...worres—so-- Rems,"=^unm 2019 91 Nlbeatdi 2 ges _vtiryireotwory mop miomeosa9 Robe snp co — House a t eulllDNklon 309 younger Age Berhoud CD 80513 Phone Cry 532 7793 en da^othrunioeiomm Web mw nabob win For: Work Shop Colorado 4373 Jason St Denver CO 50211 Phone .(]20)]469240 Static Pressure and Friction Rate Ford, 3239 11 Upli pnergy(Fogic (in H20) External static pressure Increase 090 Base & Man pan Scustmacken Coil EnergyLogic Inc. Pli 3239 1Le S\ 309 younger Age Berhoud CD 80513 Phone Cry 532 7793 en da^othrunioeiomm Web mw nabob win For: Work Shop Colorado 4373 Jason St Denver CO 50211 Phone .(]20)]469240 Healing Cooling (in/100fl) (in/100fl) Supply Duds 0066 OK 0066 OK Return Ducts 0066 OK 0066 OK Supply Healing Cooling (in H20) (in H20) External static pressure 090 090 Pressure s los es 51 50 Coil 020 02L Heal exchanger 0 0 Supply diffusers 0 03 0 0 - Return grilles 0 03 0 0 - Filter 0.12 0 i Humidifier 0 0 Balancing damper 003 00 - -Olberdevice Other device 0 0 Available static pressure 0 49 049 Healing Cooling (in/100fl) (in/100fl) Supply Duds 0066 OK 0066 OK Return Ducts 0066 OK 0066 OK Supply Supply Return Ot) Ot) Measured length of run out 20 5 Measured length of trunk 51 50 Equivalent length of fittings 190 430 Total length 260 485 Total effective length 745 Healing Cooling (in/100fl) (in/100fl) Supply Duds 0066 OK 0066 OK Return Ducts 0066 OK 0066 OK Supply 1120, 4A650, Ski 1201-10,1201-10,1201-10, 1S330. Tote EL=190 Return 6M-20,6C6=115,6CB-25, ii ii, 12F1-20,6CA 0,12F1=20,6CA-10,6CA 0, 6C/C10, 6CA 0, USR1=20 ToRIEL=430 city of A... —oR` nemsv un Universal co W8 House rmm nrez a WH@92WPage 1 _vtiryireotwor$ mop Colorado soe Robe snp o Bull tll eg aNkton 309 Search As Parent CD 80513 Phone Cry 532 7793 en mnothrunlogomm Wmmw rupees mm For: Work Shop Colorado 0.373 Jason St Denver, CO 50211 Phone .(]20)]469240 Static Pressure and Friction Rate Ford, 3239 Return Upbar, pnergy(Fogic (in H20) External static pressure obtain 050 Second Floor pan Scustmacken Coil EnergyLogic Inc. Pla, 3239 Roues 309 Search As Parent CD 80513 Phone Cry 532 7793 en mnothrunlogomm Wmmw rupees mm For: Work Shop Colorado 0.373 Jason St Denver, CO 50211 Phone .(]20)]469240 City a $..Neryeom n9ns,e x,na -wa House rmmnrez e '�WRe54'Pygw _+Wm�o„WoMsnop m�orad�9 Ro99r.9 0 ennain¢ owRton Rearing Cooling Cooling (in H20) (in H20) External static pressure 050 050 Pressure losses 9 A Coil 022 02P Hear exchanger 0 0 Supply diffusers 003 00 - 'Returngrlles Return grilles 003 00'_ Firer 0.12 0 i Humidifier 0 0 Balancing damper 003 00 - '0merdevice Other device 0 0 Available static pressure 037 037 City a $..Neryeom n9ns,e x,na -wa House rmmnrez e '�WRe54'Pygw _+Wm�o„WoMsnop m�orad�9 Ro99r.9 0 ennain¢ owRton Supply Return Cooling Q1) Q1) Measured length of run out 26 16 Measured length of trunk 9 A Equivalent length of fittings 185 210 Total length 220 230 Total effective length 0.50 City a $..Neryeom n9ns,e x,na -wa House rmmnrez e '�WRe54'Pygw _+Wm�o„WoMsnop m�orad�9 Ro99r.9 0 ennain¢ owRton Rearing Cooling (in/100fl) (in/100fl) Supply Duds 0082 Off 0082 Off Return Ducts 0082 Off 0082 Off Supply 4A650, 2CY20, 11G5,1201=10153-30.ToRIBL=155 Return 6M-20, 6C6-115, 11G5, 6CE-25,6CB-255 10, 6CA0. ToRIEL410 City a $..Neryeom n9ns,e x,na -wa House rmmnrez e '�WRe54'Pygw _+Wm�o„WoMsnop m�orad�9 Ro99r.9 0 ennain¢ owRton C! Duct System Summary Base & Man EnergyLogic Inc. 309 Sharon Me without DO 80513 Phone Pi5327rm en ca^khrunioeiomm Web mw rupees mm For: Work Shop Colorado 4373 Jason SO Denver, CO 50211 Phone. V20) 7469240 DUN, 3239 Robb Up par, NOMIEC20 Be Saint grandam all 3239 Robb SO CNV a w.gyeom npms,".aua - 182 WhIli %PRIPI� _mABireorwory mop mmadoaQ9 nom sxp of a House a Bending DNklon Healing Cooling Edernal static pressure 090 in H20 090 in H20 Pressure loses 041 In H2O 041 In H2O Available static pressure 049 in H20 049 in H20 Supply/ return available pressure 0.171 /0319 in H2O 0.171 /0319 in H2O Lowest friction ale 00661n/1011 00661n/1011 Actual air flow 1390dm 1110dm Total effective length (TEL) (ctm) 745 ft CNV a w.gyeom npms,".aua - 182 WhIli %PRIPI� _mABireorwory mop mmadoaQ9 nom sxp of a House a Bending DNklon Design He No Design Diam HOW Dud Actual F1gEnv Name (Dfuh) (ctm) (ctm) FR (in) (in) Mad To (IF To (IF Trunk M1 2144 65 45 0095 60 000 Shpf 340 1400 D3 -A h 2144 65 45 0057 60 000 Shpf 315 1650 D3 POPP M1 1560 45 14 00.95 60 000 Shpf 295 1500 D3 BDR CA M1 1560 45 14 0056 60 000 Shpf 205 170 D3 M1 605 19 4 0092 40 000 Shpf 160 170 D3 DINE M1 1515 56 53 0071 60 000 Shpf 620 1500 M3C DINE -A h 1515 56 53 0066 60 000 Shpf 700 1900 M3C FO FEE M1 1906 55 17 0075 60 000 Shpf 57 5 170 F13B MEET 1 M1 1641 50 5 0.101 60 000 Shpf 100 1600 D3 MUD M1 1656 51 12 0070 60 000 Shpf 560 1900 M3C OFFICE C 1623 62 65 0.101 60 000 Shpf 145 1550 D3 1623 62 65 00.95 50 000 Shpf 95 170 D3 OPEN ARES1 M1 2179 67 44 0092 60 000 Shpf 365 1500 MCA OPEN ARES1- M1 21]9 6! 44 0076 60 000 Shpf 45.0 1500 F13B OPEN ARES1- M1 21]9 6! 44 0051 60 0O0 Shpf 510 1600 F13B OPEN ARES1-C 21]9 6! 44 006! 60 OOO SM1Mf 615 1950 DEC OPEN ACRES2014 65 83 0077 60 0O0 SM1Mf 4]5 175 F13B OPEN ACRES -A 2014 65 83 0055 60 OOO Shpf 35.5 1600 MCAOPEN ACRES- 204 65 83 0050 6 01 OOO Shpf 295 1850 F13B OPEN ACRES- 2014 65 83 0070 60 OOO Shpf 440 2000 M3C OPEN ACRES- 204 65 83 00!q 60 OOO SM1Mf 190 165 MCA OPEN ACRES- 2014 65 83 006! 60 OOO SM1Mf 50.5 2010➢ sCiC iuoe h 3173 97 43 0073 60 0O0 Shpf 50.0 1850 M3C CNV a w.gyeom npms,".aua - 182 WhIli %PRIPI� _mABireorwory mop mmadoaQ9 nom sxp of a House a Bending DNklon Name Trunk Htg Clg Design Veloc Diam H x W Duct Stud/Joist Opening (in) Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3C Peak AVF 455 371 0.066 390 15.6 12 x 14 ShtMetl st3B st3B Peak AVF 775 642 0.066 517 15.6 12 x 18 ShtMetl st3A st3A Peak AVF 972 852 0.066 648 15.6 12 x 18 ShtMetl st3 st3 Peak AVF 1390 1110 0.066 758 15.6 12 x 22 ShtMetl rt2 Name Grille Size (in) Htg (cfm) Clg (cfm) TEL (ft) Design FR Veloc (fpm) Diam (in) H x W (in) Stud/Joist Opening (in) Duct Matl Trunk rb12 Oxo 179 153 484.7 0.066 511 8.0 Ox 0 Peak AVF ShMt rt213 rb7 Oxo 171 148 398.2 0.080 490 8.0 Ox 0 466 ShMt rt213 rb10 Oxo 130 165 160.0 0.199 473 8.0 Ox 0 758 ShMt rt2A rb13 Oxo 363 221 113.0 0.282 462 12.0 Ox 0 ShMt rt2 rb9 Oxo 130 165 100.0 0.319 473 8.0 Ox 0 ShMt rt2 rb8 Oxo 149 95 66.0 0.483 428 8.0 Ox 0 ShMt rt2 rb1 Oxo 145 33 75.5 0.422 416 8.0 Ox 0 ShMt rt2 rb11 Oxo 124 131 79.0 0.404 374 8.0 Ox 0 ShMt rt2 wrightwit- �`ti` ...�.,..� Right -Suite® Universal 2019 19.0.20 RSU17182 ...\Wrightsofi\Work Shop Colorado -3239 Robb St.rup Calc = MA House Front faces: E City of 20ct-161 8: 3 eaY zgeP22 Building Division Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt213 Peak AVF 349 301 0.066 299 17.4 12 x 14 ShtMetl rt2A rt2A Peak AVF 479 466 0.066 261 17.4 12 x 22 ShtMetl rt2 rt2 Peak AVF 1390 1110 0.066 758 17.4 12 x 22 ShtMetl wrightwit- �`ti` ...�.,..� Right -Suite® Universal 2019 19.0.20 RSU17182 ...\Wrightsofi\Work Shop Colorado -3239 Robb St.rup Calc = MA House Front faces: E City of 20ct-161 8: 3 eaY zgeP22 Building Division C! Duct System Summary Second Floor EnergyLDgic Inc. 309 crunch As Parent CO 80513 Phone Pi5327rm en as Spot aridoentarranglogomm winaaa rupees mm For: Work Shop Colorado 4373 Jason St Denver, CO 50211 Phone.(120) 1469240 RUN 3239 Robb Up li gonad Ble good Bracken Pla, 3239 Robb Up CIN of $... —o— nens,".^u.n co W8 nousemmnrez e 3BW85F 2019 19 020 RSU17182' ?n 'mApireorwom.mop Colorado 3239 Robbsxp Bending Division Healing Cooling External static pressure 080 in H20 080 in H20 Pressure loses 043 In H2O 043 In H2O Available static pressure 007 in H20 007 in H20 Supply/ return available pressure 0.181 /0189 in H2O 0.181 /0189 in H2O Lowest friction ale 0082 in/1011 0082 in/1011 Actual air flow 1075 dm 1075 dm Total effective length (TEL) 82 0082 450 ft 0x0 CIN of $... —o— nens,".^u.n co W8 nousemmnrez e 3BW85F 2019 19 020 RSU17182' ?n 'mApireorwom.mop Colorado 3239 Robbsxp Bending Division Name Trunk Typa Hp (ctm) No De sign (ctm) FR Design Hp rag Design Dom HxW Dud Actual F1gEnv 10.9 112 591 Name For) (ctm) (ctm) FR (in) (in) Map Loin) Loin) Trunk Park M1 3219 93 82 0082 60 0x0 VIFx 348 1850 RICA Park -A h 3219 93 82 0089 60 0x0 VIFx 327 1700 RICA rare M1 2059 83 67 0090 60 0x0 VIFx 303 1700 RICA rare -A h 2059 83 67 0055 60 0x0 VIFx 304 1750 RICA PUT 2 M1 755 22 11 0094 40 0x0 VIFx 23.4 1700 RICA PUT 3 M1 755 22 11 0094 40 0x0 VIFx 210 1700 RICA FO YERRHALL M1 4095 115 109 0.103 7 0 0x0 VIFx 155 1600 s2 2281 40 95 0.102 60 0x0 VIFx 15.1 1600 s2 2503 SS 105 0094 7 0 0x0 VIFx 28.1 1650 s1 SPUR BDR-A c 2503 SS 105 0095 7 0 0x0 VIFx 30.1 1600 s1 SPUR PUT M1 3155 92 67 0094 60 0x0 VIFx 324 1600 s1 SPUR PULA M1 3155 92 67 0094 60 0x0 VIFx 21.1 1650 s1 SPUR CLO c 1996 61 83 0095 60 0x0 VIFx 153 175 s1 PARLOR c 1456 4] 62 0 1001 6 01 0x0 VIFx 115 170 s1 PARLORA c 14861 47 62 0049 60 0x0 VIFx 165 1650 s1 CIN of $... —o— nens,".^u.n co W8 nousemmnrez e 3BW85F 2019 19 020 RSU17182' ?n 'mApireorwom.mop Colorado 3239 Robbsxp Bending Division Name Trunk Typa Hp (ctm) No De sign (ctm) FR Veloc (fpm) Dom (in) HxW (in) Dud Malarial Trunk s1 st st Peak AVF PeakAVF PeakAVF 521 554 395 552 0014 521 0082 319 0082 10.9 112 591 112 115 10.1 S x 14 S x 14 S x 12 Sh1Metl Sh1Metl Sh1Metl D2 CIN of $... —o— nens,".^u.n co W8 nousemmnrez e 3BW85F 2019 19 020 RSU17182' ?n 'mApireorwom.mop Colorado 3239 Robbsxp Bending Division Name Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Peak AVF Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb6 Oxo 320 412 99.7 0.190 525 12.0 Ox 0 VIFx rt1 rb3 Oxo 207 174 229.8 0.082 380 10.0 Ox 0 VIFx rt1 rb2 Oxo 276 249 162.6 0.116 507 10.0 Ox 0 VIFx rt1 rb4 Oxo 272 239 80.4 0.235 498 10.0 Ox 0 VIFx rt1 Name Trunk Type Htg (cfm) Clg (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk rt1 Peak AVF 1075 1075 0.082 968 14.6 8 x 20 ShtMetl City of wrightwf - WhMcRMg.V:33 Rig ht -Su ite® Universal 2019 19.0.20 RSU17182 Page �+' ...\Wrightsofi\Work Shop Colorado -3239 Robb St.rup Calc =MA House Front faces: E Building Division > VH "=10" ON SITE PLANS Erl¢rgyLOgICInc.Scale. Pertormed by Scot Bracken for MUST BE ON SITE FOR I NOPE(PHOU Pageo Core Shop Colombo 30a Mert.,, Red ALL ects are C73 jagen S, Bert end CO ale 19 0 20 RSU171M Subject b Field instead tions ounce E Poneer on Per) 702 92Q } 202& per 16 142145 �•�P"Po""m " ra w@uei"mo""m R shop Colorado 3239 Robe Bring Whc'a'an cR�dge 8a ^ 6a —�1 aM�Baa�mue. Ra ndy Shusser 11 CEP2020 97 am 6 p a 4,12 See HVNCBgis IIV'Z�Ja4,12for spe ffiarions and 41 � 7a asumpfiongs.ns. L 12 12 Job W: 32M Robb St VH "=10" Erl¢rgyLOgICInc.Scale. Pertormed by Scot Bracken for Pageo Core Shop Colombo 30a Mert.,, Red Right Suite@ Univerial C73 jagen S, Bert end CO ale 19 0 20 RSU171M C08011 Poneer on Per) 702 92Q ne bad Bxi®n® 202& per 16 142145 �•�P"Po""m " ra w@uei"mo""m R shop Colorado 3239 Robe Bring m,nm 4,10 im » m ,.,, RN 4,12 12,8 118 ft 12 14a 1 412 ft 20 8 4 x 1212 10 ,am 14 6a 62 am 6. 43X 12 6 1 62 am 12 'hood ,e,.om 4° o am ,e,. �' or F—(z s]n 9 m W i I Job p: 32M Robb St EnergyLogic Inc. sale.ffi lt Perforl by Scot Bracken for. Clare Shop Colorado vtepQkeaoBl�e , C08011 Phone �pa 702e2m ®(ded doe 779 �R�ehYmBOwision •rem5� aw geron �r=@��ei�mo��m xshop Colorado dead ommxrom OnergyLogic POBox N Berthoud, CO805,3 }heenergenergylogiacom HVAC Design Specifications and Guidelines There are a wide variety of variables and methods for quality HVAC system design and installation. These guidelines are practices for your HVAC system installer to follow in order to ensure the overall system performance and efficiency 1. If any items arefield modified outside of what is intended in the design contact Energy Logic's HVAC design de pt for approval. 2. A rough duct design will be provided for review. 3. Best to use a tapered ..V.. fitting for the transition from the supply plenum to the supply trunk line to direct the air down the trunk line. (We want to move away from using a traditional T connection directly into the trunk line.) 4. Install the furnace cabinet on top of a gasketed filter box. 5. All ducts that run through attic space need to be insulated, we recom mend using R-8. In addition, for better performance we recom mend running ducts along the ceiling plane to allow for attic insulation to be blown over the top. For best performance we recommend using 2" of sprayfoam around ductwork. 6. When using oval risers, upsize the riser by one size from the round duct to ensure continuity of air flow from the supply trunk to the supply boot. For exam ple, a 6" round take off should connect to a 7" oval riser and then back to a 6" round. 7. The return drop connection to the return box shall have a smooth radius with an extend interior throat. 8. Provide areas for measuring static pressure: Install a transition fitting between the furnace cabinet and the AC coil and between the filter and the furnace cabinet 9. Install all equipment per manufactures specifications. This usually includes a TXV (thermal expansion valve) when installing A/C in order to optim ize the refrigerant flow and the system's performance and efficiency. 10. Supply takeoffs shall not be taken from the last foot of the supply trunk line whenever possible. city of Wheat Ridge Building Division OnergyLogic POBox N Berthoud, CO805,3 }heenergenergylogiacom 11. Trunk lines will be reduced at regular intervals to increase duct pressure and velocity of the air. Refer to the design for designated reductions in size of the trunk line. 12. If flex duct is used in the design all elbows, 450 or 900 bends, hard ductfRting should be used and flex duct installed and sealed on either side of it as best practice but need to be installed per manufacturer specifications at a minimum. 13. Our priority is to design the system with all ductwork to be located within the thermal envelope. Refer to EnergyLogic's Technical Bulletins and Duct installation guidelines before installing any duct outside or within the thermal envelope including but not lim ited to exterior walls, garage walls, garage ceilings, cantilevers, attics, etc. 14. Transfer Grills: If a central return system has been designed properly sized transfer grills must be installed to provide a return path to the main body of the home at all bedrooms or rooms with doors i.e. lofts, bonus room, office etc. excluding bathrooms and laundry rooms unless the whole house ventilation exhaust fan is being installed in that room then a transfer grill is needed. We can provide guidance here as needed. 15. Ventilation EnergyLogic's HVAC designs specifies a whole house ventilation system sized in accordance with ASHRAE 622orCode standard and designed to run 24/7 unless directed otherwise. If a ventilation strategy is known please provide that info to Energy Logic's HVAC dept. 16. Unless specifically called out, the thermostat shall be located on the main floor in a central location out of direct or indirect winter/summer sun and not within 10' of a supply register if possible. 17. Boot dam pers have been designed into each supply run. Without boot dampers proper system balancing is not readily available to in eet comfort requirements. City of Wheat Ridge Building Division QnergyLogic analysis, insight. answers. EnergyLogic Tech Bulletin Written By: Robby Issue: Duct in the floor system -Cantilevers and floors over the garage Discussion: For cantilevers the best practice it to not install ducts in them at all unless the cantilever extends more than 3' off the house. Our exterior thermal envelopes, windows, and doors have improved to such an extent that supply air does not have to scrub each of these components. So, to improve the performance of the toll free: 800.315.0459 www.nrglogic.com cantilever let it be filled with insulation rather than with a duct that will lose its heat to the outside before being able to deliver it to the house. Instead find another location that is close to the exterior wall. Best practice for floors over the garage is to fill the cavity full of insulation and to hold ducts in the floor over to the warm side of the assembly. This can only happen if the floor system that they are installed in has been furred down. Alternatives for Plenums A dropped air barrier and insulated assembly can be installed around a plenum in a garage for example so as to bring the duct into the conditioned space. If this is done the supply take off lines should be passed through right size holes cut into the air barrier separating each floor cavity from the Lode requirements • Insulation in complete contact with subfloor - Insulation encapsulates duct - IECC R -value Table footnote G - Minimum R-19 below duct dropped supply plenum cavity. Up until the 2015 IECC, Insulation had to be installed to be in complete contact with the subfloor. The insulation has to completely surround the duct or obstruction in the assembly and a minimum R-19 had to be below the duct. This is best achieved with blown insulation. See above The 2015 IECC, and above, offers one additional option that can be used to run duct work in floor systems of z -M Ra a..u,m caYui Seq fr.-a..Ubn R4O2.2.8 Exception Complete & tight air barrier system, and R-30 Insulation on the bottom '— - -- sheathing of the assembly, or Continuous R-20 bathtub insulation Including floor rim joist insulation, or cavity insulation >> R-20 Both with continuous R-10 insulation below framing to achieve total assembly R-30 `•-W h�— Building Division garages ceiling. This option was created by Joe Lstiburek a leading • ,,,;I;y„';', building scientist and is difficult to construct in the field. If you rnriamow decide to attempt it please consult EnergyLogic. See the sI. aain.w ue.ana diagram to the right and below. a��m�rn cvue � yi c+^Y z -M Ra a..u,m caYui Seq fr.-a..Ubn R4O2.2.8 Exception Complete & tight air barrier system, and R-30 Insulation on the bottom '— - -- sheathing of the assembly, or Continuous R-20 bathtub insulation Including floor rim joist insulation, or cavity insulation >> R-20 Both with continuous R-10 insulation below framing to achieve total assembly R-30 `•-W h�— Building Division QnergyLogic analysis. In sl ghl. answers. EnergyLogic Tech Bulletin Written By: Robby Issue: Supply duct work in exterior walls above grade walls Discussion: Ideally supply risers will not be designed or installed in exterior walls. However, with our open floor plans this is not a practical design constraint. Therefore, there are three solutions to this installation dilemma. 1. Construct the exterior thermal envelope with a supplemental interior air barrier that is in contact and in alignment with the insulation, and then construct a chase for the supply riser where the drywalls purpose is merely aesthetic not also acting as the interior air barrier. See the diagram to the right. Ductchase an extedur wall -Sviul on: 2. Create a duct riser chase on the toll free: 800.315.0459 www.nrglogic.com Duct chase on exterior wall -Solve on i oumoou Co. nm.. bard.. r.m thool mm .onahpn.arns. he an"alon b ipubp on iWIVJ InWUrbn on, Jul ,.m..a M m cw..aaamomen ruwm.hxewy anwx.mrawl se.."hum, w w ll .no,mr. hurls,, Uaxomoxfp flcmda exterior wall and fill the entire cavity with insulation so as to fully enclose/encapsulate the duct within and to bring the insulation in contact with the interior drywall air barrier. See diagram to the left. 3. Install a piece of 2" R-10 foam board into the 2x6 cavity and at the rim -joist of the exterior wall. Air seal it in place. Install an oval duct in the remaining 3.5" cavity and fill the remainder of the cavitywith blown insulation so as to completely enclose/encapsulate the duct in insulation. The interior air barrier has been redefined as demonstrated in the diagram below. Duct riser in a 2x6 exterior wall Line ofthe interior ah border now brings duct into rvnditioned space Foam board must e sealed in place A connections W woos tmmmg. foam board should be installed rt @e rim joist were the dust riser transitions W with an elbow to a boot or Floor run. Itis usual to entire aT oval fo accommodate Fine flow of a e round design on. Seal dud penNraGon through tap and bottom plat City of Wheat Ridge Building Division narseno n- 11,ampapposols kllse 2. Create a duct riser chase on the toll free: 800.315.0459 www.nrglogic.com Duct chase on exterior wall -Solve on i oumoou Co. nm.. bard.. r.m thool mm .onahpn.arns. he an"alon b ipubp on iWIVJ InWUrbn on, Jul ,.m..a M m cw..aaamomen ruwm.hxewy anwx.mrawl se.."hum, w w ll .no,mr. hurls,, Uaxomoxfp flcmda exterior wall and fill the entire cavity with insulation so as to fully enclose/encapsulate the duct within and to bring the insulation in contact with the interior drywall air barrier. See diagram to the left. 3. Install a piece of 2" R-10 foam board into the 2x6 cavity and at the rim -joist of the exterior wall. Air seal it in place. Install an oval duct in the remaining 3.5" cavity and fill the remainder of the cavitywith blown insulation so as to completely enclose/encapsulate the duct in insulation. The interior air barrier has been redefined as demonstrated in the diagram below. Duct riser in a 2x6 exterior wall Line ofthe interior ah border now brings duct into rvnditioned space Foam board must e sealed in place A connections W woos tmmmg. foam board should be installed rt @e rim joist were the dust riser transitions W with an elbow to a boot or Floor run. Itis usual to entire aT oval fo accommodate Fine flow of a e round design on. Seal dud penNraGon through tap and bottom plat City of Wheat Ridge Building Division City of Wheat �idge 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 August 28, 2018 OFFICIAL ADDRESS CHANGE NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: NEW ADDRESS: 3205, 3217, 3239, 3251, 3273, 3295 and 3325 Robb Street CURRENT ADDRESS: • 11435 West 32nd Avenue Merkwood Estates a replat of a portion of Brookside Subdivision, Lots 1-7, Section 28 NOTES: This is a courtesy notification. AUTHORIZED BY: DATE: DISTRIBUTION: 1. Property Owner 2. Jefferson County Assessor, ATTN: Data Control, Lacey Baker email to lbakerAieffco.us 3. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois St., Laramie Building, Suite 1100, Golden, CO 80401 4. Email to Jeffco IT (Mapping) Services at smitchel(&jeffco.us and edelypko@ieffco.us 5. Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden, CO 80401 6. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 7. Email to erlinda i.martinez(a)usps.gov and krissy.j.summerfield(a»usps.gov and arlene.a.vickrey@usps.gov and bill,, hg i�usps.aov 8. Xcel Energy, sandra.cardenas(ncr�,xcelenerg m 9. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 10. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 11. Consolidated Mutual Water District 12. Northwest Lakewood Sanitation District 13. West Metro Fire District 14. Wheat Ridge Planning Division 15. Wheat Ridge Building Division 16. GIS Specialist 17. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: www.ci.wheatridge.co.us DATE: Vicinity Map MERKWOOD ESTATES A REPIAT OF A PORTION OF BROOKSME SUBDIVISION #MG A PORllON OF 1HE SOLFMWPST CAJAM_it UP 'HC NCO.IHWEST CrJARTtR C* SECT'ON A TOWNWIP 3 SCXf1M RAMI 54 WEV 0- THE 6TH P.M, __ R CRY'JF WHEAT a!pGC, C4UNK OF JEFFERSON $FATE Of COIUNAf].'? I � 325f 3239 ?217 3205-'" i i.,.. •� I � " 11 4 � C��l� �,'w'!'a�.w � . ' r ..� �1 +-e+,S ; Lea �< �+.f:2 ` �' ° tl t°�" s � .,. . a..� °iii w � ... �' I y^�5 � � w}.y_ <• ama.M �:• � RSM rY � .. ; 95�� ..• •_u ' 1,1 Ff t� j 114°. a.wl�.a�wnwwenu. i�E� '•®_ ay.. «., m,. ', ' W W "