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HomeMy WebLinkAbout3795 Depew StreetS 3k INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Occupancy/Type Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Comments Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric' Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3/0 GM IL103 Job Address: 379M- aea141- J1 r` Permit Number: 9-0 / 70 76 5_A ❑ No one available for inspectia : Time � AM/PM Re -Inspection required: Yes o When corrections have been made, call for re -inspection at 303-234- U5933 Date: O % Inspector: `" / ri DO NOT REMOVE THIS NOTICE r City of Wheat Ridge Residential Roofing PERMIT - 201706609 PERMIT NO: 201706609 ISSUED: 08/25/2017 JOB ADDRESS: 3795 Depew ST EXPIRES: 08/25/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles - 32 sq *** CONTACTS *** OWNER (720)339-1444 ONESLAGER RICHARD D JR SUB (303)484-9854 Dylan Lucas, Ryan Nichols 120088 Eco Roof and Solar *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2946 / MANSFIELD BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 16,780.00 FEES Total Valuation 0.00 5 tf'. Use Tax 352.38 qtr Permit Fee 315.25`�� ** TOTAL ** 667.63 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. ` City of Wheat Ridge Residential Roofing PERMIT - 201706609 PERMIT NO: 201706609 ISSUED: 08/25/2017 JOB ADDRESS: 3795 Depew ST EXPIRES: 08/25/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles - 32 sq I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I furt ttest that I am legally authorized to include all entities named within this document as parties to the work to be performed an at 1 work tp be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature O R or CONTRACTOR (Circle one) Date 1. This it was issued based on the information provided in the permit application and accompanying plans and specifications and is sub* to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. Thi permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable r any ordinance yordinance�o'r 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. Dane Lovett 7-0//4 CC) q From: no-reply@ci.wheatridge.co.us Sent: Wednesday, August 23, 2017 4:22 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units 3- or 4- Units are on the property? PROPERTY INFORMATION L� Property Address 3795 Depew St Property Owner Name Perrin's Row HOA Property Owner Phone 720-339-1444 Number (enter WITH dashes, eg 303-123-4567) b67, 6� 129 V �Z Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract perrinsrow@gmail.com Yes PerrinsRow.pdf CONTRACTOR INFORMATION Contractor Business ECO Roof and Solar Name Contractor's License 120088 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) 303-484-9854 610 S Lipan St Denver CO 80223 Contractor Email Address zmaiers@ecoroofandsolar.com Retype Contractor Email zmaiers@ecoroofandsolar.com Address DESCRIPTION OF WORK TOTAL SQUARES of 32/ the entire scope of work: Project Value (contract 16780 value or cost of ALL materials and labor) Are you re -decking the No roof? 130 Does the scope of the project include a flat roof (less than 2:12 pitch)? Does the scope of the project include a pitched roof (2:12 or greater pitch)? How many squares are part of the pitched roof? Describe the roofing materials for the pitched roof: Type of material for the pitched roof: Provide any additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) No /" Yes 32 GAF Timberline HD Asphalt Tear off to deck and Re -roof. Installing synthetic underlayment and GAF Timberline HD Shingles SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work may not begin on this property until a permit has been issued and posted on the property. Yes Yes Yes 131 I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. 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. Name of Applicant Zachary Maiers Email not displaying correctly? View it in your browser. 132 ECO Roof and Solar, Inc. Restoration Contract THIS CONTRACT is executed this 12'h day of July 2017, between. ECO Roof and Solar, Inc. whose address is 610 S Lipan Street, Denver, CO, 80223, ("Contractor") and Perrin's Row Community Association. ("Client"), whose address is: 5630 W 38'h Ave Wheat Ridge CO 80212, c/o the registered agent currently on file with the Colorado Secretary of State, its successors and assigns. WHEREAS, Client owns the real property commonly known as: Perrin's Row Community Association, ("Property"). WHEREAS, the Client's property insurer is: American Family Insurance Group — Claim #'s 00225195384:00225195398:00225195401:00225195396:00225195393:00225195390 00225195402 - for property damage from the regional 5/08/2017 hail storm. NOW THEREFORE, in consideration of these mutual promises and other good and valuable consideration, the parties agree as follows: 1. Scope of Work; Engagement. Contractor hereby agrees to furnish all materials and labor required to repair commissioned portions of the Property, so approved by Insurerand the Client, as more fully described herein and the attached Exhibit A (the "Work"), to be attached to this Contract and initialed by Contractor and Client prior to commencement of the Work. To the extent any conflicts exist between this Contract and Exhibit A, the terms of this Contract shall control. *Work does not include the D&R of the Solar Panels. These items have been removed from scope of work as they will be handled by a 3r`' party vendor: SolarCity. 2. Compensation (Guaranteed Contract Price). NOTWITHSTANDING ANYTHING TO THE CONTRARY STATED HEREIN, CONTRACTOR SHALL HOLD IN TRUST ANY PAYMENT(S) FROM CLIENT UNTIL CONTRACTOR HAS DELIVERED ROOFING MATERIALS OR HAS PERFORMED A MAJORITY OF THE WORK AT PERRIN'S ROW COMMUNITY ASSOCIATION. Page 1 of 14 Client Initials eW Contractor Initials IF Client plans on using proceeds from an insurance policy to pay, in substantial part, for the Work to be done by Contractor. Section CRS 6-22-103(1),(a), requires this Contract to include "the scope of roofing services and materials to be provided." Section 6-22-103(1)(c), Colorado Revised Statutes, requires this Contract to include "the costs of the services based on the scope of damages claimed and acknowledged at the time this Contract is entered." American Family Insurance Group has identified the amount of insurance proceeds authorized specifically for the Work, (i.e., "the approximate costs of services based on predetermined and currently known damages"), to total $150,184.94. That amount represents the Contract Price: $150,184.94* *(The project may incur additional costs, to be covered by the Client's insurance policy, that would be supplemented and submitted accordingly to American Family Insurance Group and added to the Final Payment of the sequential payment amounts noted below. Client will be not be financially responsible for additional work outside of Exhibit A (supplements) that are not approved and paid for by American Family Insurance Group.) Contractor hereby agrees and warrants that its total contract price, once memorialized in the First Amendment, shall include all labor, materials, accessories and installations required to complete the Scope of Work. The total contract price shall also include all sales, use, and other applicable taxes,for materials, labor, work or sen)ices to be furnished or supplied by Contractor. The Compensation Schedule shall be as follows: • 1" Payment — 50% of Actual Cash Value (ACV) $65,645.91 + Deductible ($5,000.00) amount due upon commencement of Phase 1 ..............................$70,645.91 -2 "d Payment — 50% of Actual Cash Value (ACV) $65,645.91 less a 10% retainer ($6,564.59) due upon commencement of Phase 2..............................................................................$59,081.32 • Final Payment — Depreciation + Retainer + Additional Supplements due upon final inspection and completion of punch list items .......................................................................$13,893.12 + $6,564.59 + Supplements *Supplement amount is determined by insurance negotiation *(Client is responsible to pay contractor (Depreciation + Additional Supplements) upon release of final funds per American Family Insurance and not beforehand) "Substantial Completion" is defined as: the Project's roof system installation has/have been completed and the roof system, components and other trades is/are fully functional, while any remaining equipment and/or remaining material's removal has yet to occur. When the job has Page 2 of 14 Client Initials Contractor Initials reached the point of substantial completion, prior to the final payment check disbursement, the owner and contractor will conduct a formal project site "walk-through". In agreement, they'll compile and line itemize a. summary punch list, noting any items that need to be resolved before the owner accepts the work as complete. "Full and Final Completion" shall be defined as completion of the Work, including the completion of the Client's aforementioned punch list and including a building inspection by an inspector representative for Wheat Ridge, CO. This term shall additionally include Contractor providing Client with a Blanket Lien Release from any and all subcontractors who perfonned Work or supplied materials for the Work, within 10 business days of completion. Once client has received the Blanket Lien Release, client will then release final payment within 10 business days to contractor. 3. Qualifications. Contractor represents it is fully qualified and licensed, to the extent necessary, to do business in the vicinity of the project, has the requisite expertise, skill and capability to perform the Work in the manner contemplated by this Contract, and that it shall maintain the requisite skilled employees and other workers, materials equipment and tools necessary to perform the Work as and when required under this Contract. Satisfactory Completion means that the project is complete and usable 4. Standard of Work. All materials supplied by Contractor shall be new. All Work shall be performed in a good and workmanlike manner, free from faults and defects, and in accordance with the highest standards of the trade, in the Front Range Metro Area and in accordance with the Plans and Specifications, and applicable governmental building codes and other laws, rules. ordinances, requirements and regulations applicable to the Work. The Work shall be performed in a manner satisfactory to Client as set forth in "Substantial Completion section above. 5. Work Schedule. Contractor shall schedule and begin the Work as soon as possible, favorable weather permitting. Contractor anticipates completion of the work within 60 days of start date, unless such completion is not possible due to circumstances outside the Contractor's control, such as weather conditions, extra work requested by the Client (Change Orders), other Acts of God, scheduling with 3`d party vendors (SolarCity) or any other causes beyond the Contractor's control than cannot be reasonably overcome by Contractor, labor disputes, orfire. Page 3 of 14 Client Initials Contractor Initials 6. Change Orders. In the event that changes need to be requested by either party, such request shall be made in writing and delivered to other party via US mail or Electronic Correspondence, i.e., email. Receiving party shall have 5 days to acknowledge said change order and 15 days to accept same in writing or propose a suitable alternative solution. 7. Site Inspection by Contractor. Contractor represents it has inspected the site and is familiar with its condition and accepts the condition of the site as it exists and states there shall be no request by Contractor for additional compensation due to site conditions. 8. Tools, Equipment, Etc. Contractor shall furnish all tools, equipment, supplies and materials necessary to perform the Work. Client shall not be responsible or liable for any loss of Contractor's tools, equipment, materials and supplies. However, Client shall be responsible for supplying all water, gas, sewer, and electricity for performance of the Work. 9. Waste Removal. Contractor shall remove from the site all rubbish, debris, and waste material arising from the Work upon completion of the Project. 10. Cooperation of Contractor. Contractor shall obtain all governmental inspections required, if any, for performance of the Work and shall cooperate with the Client in the performance of this Contract. 11. Safety. Contractor shall take all reasonable safety precautions with respect to the Work, shall comply with all applicable laws, ordinances, rules, regulations, requirements and orders of any public authority for the safety of persons orproperty. 12. Employment Practices. Contractor, in the performance of the Work, is an independent contractor and, as such, shall be responsible for compliance with the provisions of all applicable State and/or Federal Social Security, Unemployment Compensation, Workmen's Compensation, Sales and Use Tax, Withholding Tax and other tax laws now or hereafter in effect and shall pay all taxes, contributions and premiums required thereunder. 13. No Liens. Contractor shall deliver the Work to the Client in good condition, free and clear of all claims, liens and encumbrances arising by, through, or under Contractor. At all times, Contractor shall defend and hold Client harmless from and indemnify Client from and against all such claims, liens or encumbrances, pending orthreatened. 14. Insurance. Contractor shall, in a manner satisfactorily to the Client, maintain at its own expense until the completion of the Work and final payment therefore the following insurance: Pagc 4 of 4 Client Initials Contractor Initials (a) Worker's Compensation and Employer's Liability as required bylaw; (b) Comprehensive General Liability; and (c) Comprehensive Automobile Liability. Maintenance of the required insurance protection does not relieve Contractor of responsibility for any losses not covered by the above required policies. Upon Client's written request, Contractor shall furnish original certificates, together with copies of the policies, evidencing that existence of the required coverage with the Client named as a co-insured. Failure of Contractor to fulfill any of its obligations contained in this Section shall constitute a material breach of this Contract. 15. Indemnity. Contractor hereby indenmifies and saves harnlless the Client against any and all loss, damage, liability, claims, demands, costs, or expenses, including attorney fees and costs of litigation, arising fi•om or in any way attributable to the activities of Contractor or any of the Contractor's employees, Contractor's Work or Contractor's presence or activities on the Project site without limitation, injuries or deaths to persons and damage to property, where such loss, damage, liability, claims, demands, costs, or expenses arise out of the Contractor's negligence or willful acts. 16. Warranty. Contractor hereby warrants that all workmanship performed hereunder shall be free from defects for a period of Five Years (5), (the "Warranty Period"), from the date of completion. The foregoing warranty shall be against any and all defects in labor, and/or equipment, violations of applicable laws, codes, statutes, ordinances, regulations and requirements and provisions set forth in this Contract. The materials will be warranted by the manufacturer for a period of time set forth in their warranty information specified in Exhibit. A. Contractor shall not be held liable for any defects in workmanship arising from materials. Contractor shall not be obligated to perform any corrections arising from Client's Negligence. 17. Client's Remedies. Contractor shall be liable to Client for any damages sustained by the Client as a result of Contractor's breach of this Contract. 18. Contractor's Remedies. Client shall be liable to Contractor for any damages sustained by Contractor as a result of Client's breach of this Contract. Contractor shall haveno right against Client for any inconsequential damages. 19. Termination. (a) In General. This Contract shall tenninatc upon satisfaction of all requirements contained herein by both parties, or in any other manneras provided herein. Page 5 of 14 Client Initials Contractor Initial (b) Upon Breach by Contractor. In the event of Contractor's breach of this Contract, the following procedures will apply: (i) Client shall notify Contractor of said breach in writing and shall give Contractor fifteen days to remedy such breach, provided, however, if it is or becomes impossible or commercially impracticable for Contractor to cure such breach within 15 days through no fault of Contractor, then Contractor shall have such additional time as is necessary to cure the breach until the impossibility or commercial impracticability ceases to exist. (ii) In the event Contractor fails to timely correct said breach in a manner satisfactorily to Client, Client may notify Contractor that this Contract is terminated and Contractor shall be liable to Client for all damages and/or costs sustained by Client as a result of said breach, including all legal fees and costs. (c) Upon Breach by Client. (i) Contractor shall notify Client of said breach and shall give Client 15 days from its receipt of such notice to remedy the breach, provided, however, if it is or becomes impossible or commercially impracticable for Client to cure such breach within 15 days, then Client shall have such additional time as is necessary to cure the breach until the impossibility or commercial impracticability ceases to exist. (ii) In the event Client fails to timely correct said breach in a manner satisfactorily to Contractor, then Contractor may notify Clienttliat this Contract is terminated and Client shall be liable to Contractor for all damages and/or costs sustained by Contractor as a result of said breach including all legal fees and costs. (d) In addition to the tennination rights above, the following rescission rights shall apply: Page 6 of 14 Client Initials )04 Contractor Initials (i) The Client may rescind this Contract and obtain a full refund of any deposit within seventy-two hours after the Final EffectiveDate (i.e., the date of last execution of the First Amendment). As further discussed herein below, The Client may also rescind this Contract pursuant to section CRS 6-22-104. The Client may rescind this Contract within seventy-two hours after the Client receives written notice from its property and casualty insurer that the claim for payment for the Work which is the subject of this Contract is denied, in whole or in part. Client's right of rescission under this subsection (ii) does not apply when the property and casualty insurer denies, in whole or in part, a claim related to a request for supplemental roofing services if: 1) the damage requiring the supplemental roofing services could not have been reasonably foreseen as a necessary and related roofing service at the time of the initial roofing inspection or the execution of this Contract; 2) the supplemental roofing services is required by building code; or, 3) the supplemental roofing services arerequired to meet roofing material manufacturer install specifications. As to subsection (ii) above, the Client shall give written notice of rescission of this Contract to the Contractor at the physical address provided herein within seventy-two hours after the Client is notified of the denial. The Client may give notice of rescission of this Contract: (a) In an electronic form, which is effective on the date of the electronic transmission; (b) By mail, which is effective upon deposit in the United States mail, postage prepaid, sent to the physical address stated in the contract; or (c) By personal delivery to the Contractor, which is effective upon delivery. (iv) Within ten days after rescission of this Contract per subsection (ii) above, the Contractor shall return to the Client any payments or Page 7 of 14 Client Initials Contractor Initials deposits made by, or evidence of indebtedness of, the Client in connection with this Contract for Work on the Property. (v) The Client's rescission of this Contract per subsection (ii) above does not preclude the Contractor from retaining all or a portion of any payments or deposits made by the Client to compensate the Contractor for Work actually performed on the Property, in a workmanlike manner consistent with standard roofing industry practices, but the Contractor may retain only an amount required to compensate the Contractor for the actual work performed. (vi) The Client's rescission of this Contract per subsection (ii) above does not abrogate the Contractor's right to pursue common law remedies for the reasonable value of roofing materials ordered and actually installed on the subject residential property pursuant to this Contract for Work before the Client rescinded this Contract, as long as the Contractor performed the roofing services consistent with roofing industry standards for workmanlike performance of roofing services. (vii) The Client's rescission of this Contract per subsection (ii) above does not abrogate a property and casualty insurer's duties, responsibilities, or liability under sections 10-3-1115 and 10-3- 1116, Colorado Revised Statutes. (viii) This Section 20 also constitutes satisfaction of the requirements of Sections 6-22-103(f) (1) and (II), Colorado Revised Statutes. Section 20 constitutes Contractor's policy regarding the cancellation of the Contract and the refunding of any deposit. It includes a rescission clause allowing Association to rescind the Contract and obtain a full refund on any deposit within seventy- two hours after the Final Effective Date. Page S of 14 Client Initials Contractor Initials Termination Fees: In the event of termination of this Contract because of a material breach by the Client, the Contractor will be compensated the greater of 10% of the replacement cost value for the actual Work to be performed by the Contractor or the value of the actual work performed by the Contractor up to the date of termination. Value of actual work performed payment will be determined by adding the accrued value of the Work from the commencement date of the Contract to the termination date of the Agreement, less any payment previously made or setoff amounts provided for in this Contract. 20. Payment No Release. No payment to Contractor under this Contract, whether in full or in part, shall be deemed to operate as Client's acceptance of any work or an admission that Contractor has complied with any provisions of this Contract. 21. Remedies Not Exclusive. The options and remedies provided herein shall be neither exclusive, nor deemed as limiting Client's or Contractor's rights and remedies under this Contract, or under applicable law. Client or Contractor shall be entitled to exercise all of its rights and remedies under this Contract or under applicable law, concurrently, and in such order as Client or Contractor in its sole discretion determines. 22. Successors and Assigns. This Contract shall inure to the benefit of and be binding upon any permitted successors and assigns of the parties hereto. This Contract shall not be assigned without the prior written consent of the otherparty. 23. Notice. Except as otherwise required by law, any notice required or permitted hereunder shall be in writing and shall be given by email, by personal delivery, or by deposit in the U.S. Mail, postage prepaid, addressed to the party at the address set forth below, or at such other address as a party may designate in writing pursuant hereto: If to Contractor: ECO Roof and Solar, Inc. 610 S. Lipan Street Denver, CO 80223 Attn: Ryan Nichols Tel.: 720-346-3338 Email: RNichols(a),ecoroofandsolar.com If to Client: Perrin's Row Community Association 5630 W 38th Ave Wheat Ridge CO 80212 Attn: Perrin's Row HOA Tel.. ( Email: peniwmw@gmafl.com Page 9 of 14 Client Initials Contractor Initials 24. Notice. Except as otherwise provided herein, notice shall be deemed to have been given on the date on which notice is delivered, if notice is given by personal delivery, on the date of the electronic transmission, if notice is given in an electronic form and one business day after the date of deposit in the U.S. mail, if mailed. 25. No Waiver. Any failure to enforce or waiver of any breach of any of the provision of this Contract shall not constitute a waiver of any continued or additional breach of the same or any other provisions of this Contract. Client's failure to give notice to Contractor shall not limit, alter, diminish, restrict or waive Contractor's obligations set forth in this Contract. 26. Entire Agreement. Both parties hereby agree that this Contract and all documents referred to herein represents and constitutes the entire agreement between said parties and no other document or representation, either verbal or written, whether made heretofore, simultaneously with the execution hereof, or hereafter, except as set forth herein, shall be binding on either parties hereto. 27. Amendment. This Contract may be amended, altered, or modified only by written instrument executed by both parties hereto. 28. Governing Law. This Contract shall be interpreted in accordance with the laws of the State of Colorado. In the event of a lawsuit, the proper venue shall be in Denver County, Colorado. 29. Severability. The provisions of this Contract are severable, and should any provision be found to be invalid or unenforceable, such finding shall not affect the validity or enforceability of any other provisions hereunder. 30. Independent Contractor. Contractor is not an employee or agent of the Client, but only an independent contractor. Nothing in this Contract shall authorize or empower Contractor to create or assume any obligation or responsibility whatsoever, express or implied, in the name or on behalf of the Client, nor to make any representation, warranty or Contract on Client's behalf. 31. Attorney Fees. In the event of a default under, or breach of this Contract, the prevailing party shall be entitled to reasonable attorney fees and costs including all costsincurred on appeal. Page 10 of 14 Client Initials Contractor Initials This document authorizes ECO Roof and Solar, Inc. to invoke and compel appraisal rights on behalf of the insured to determine the final payment amount of the claim should the restoration project incur justifiable and verifiable supplemental costs heretofore unknown. [Remainder of page left intentionally blank — Signature Page Follows] Page 11 of 14 Client Initials Contractor Initials IN WITNESS WHEREOF, the Client and Contractor for themselves, their heirs, representatives, successors and assigns, have executed this Contract the day and year first above written. Perrin's Row Community Association; CLIENT • • / on 'w C .a ECO Roof and Solar, Inc.; CONTRACTOR AlBy: f Title: Za aiers Commercial Pro'ect Manager Page 12 of 14 Client Initials W Contractor Initials Exhibit A Pre -Construction Phase: Delivery of safety, site control, and storage equipment for use during various Phases of restoration process. All equipment used to complete the restoration process in its various Phases will be contained within The Perrin's Row Community Association Property. Initial equipment to include but not limited to depending on necessity: Delivery of one (1) 30 YD waste dumpster: Delivery of one (1) porta-potty: Delivery of one (1) temporary storage container (connex) for storage of materials and equipment: Delivery of portable fencing, cones, and any other equipment defined as site control and safety equipment. *Please note we will attempt to limit tenant impact but additional parking on site will be used to store this equipment. Phase One (Trade Completion): Completion of non -roof and gutter related trade items detailed in the scope of work provided by American Family Insurance Group. These items to include the replacement of the damaged HVAC units (damaged bases and damaged fan guards), replacement to the broken windows panes (re -glazing), replacement of the damaged architectural metals (color to match existing), replacement of damaged garage doors, patch repair to damaged stucco (color to match existing). Equipment necessary for these various processes will be delivered and on site in on an as need basis. Equipment to include but not limited to: Ladders of various height: Delivery and relocation of one (1) Aerial reach crane: Delivery of new material and HVAC equipment, Delivery and relocation of one (1) Articulating man -lift work platform: Delivery of new window pain and glass materials: Delivery of new architectural metal materials: Delivery of new garage doors: Various work vehicles and personnel. Phase Two (Solar Removal, Roof Installation, Gutter Installation): Coordination with SolarCity for removal and temporary storage of all Solar Panel systems currently installed on the various roof structures. Delivery of roofing materials: this process will include the presence of 3rd party equipment on site from our supplier. This equipment includes but is not limited to: Use of one (1) 3 axe] transport vehicle with boom/crane arm: Ladders of various height. Materials will be loaded and isolated to the roof of each structure. Existing roofing materials will be removed completely to the existing solid sheath wood deck. New materials being installed include GAF's Timberline HD 30yr shingle (Color TBD), 2 courses of GAF's Weatherwatch Ice and Water Shield to extend 24" within the warm wall of the structure and GAF's TigerPaw Synthetic Underlayment. All damaged roof vents, flashings, pipe jacks, and edge metal will be replaced with new materials and installed in compliance with manufacturer specifications and local city codes and ordinances. Upon completion of each roof, gutter and downspout installation will commence. All damaged gutters and downspouts will be removed from the building and disposed of properly. New gutters and downspouts will be installed to match the existing gutter and downspout installation (color TBD). During construction of the re -roofing and gutter process the following equipment will include but not be Page 13 of 14 Client Initials Contractor Initials limited to: Delivery and use of one (1) extended reach forklift: Relocation, Emptying and replacement of one (1) 30 yard dumpster: Use of Ladders of various height: Use of generators, air compressors and other construction equipment and tools: various service and construction vehicles. Upon completion of construction each day the site will be cleaned and magnetically swept for debris and nails and all tools will be properly stored.. Phase Three (Final Inspection, Punch List Completion): Final inspections will be coordinated with the City of Wheat Ridge to verify that all installations have been installed in accordance with current building code. Any punch list items noted by the city will be addressed. Final Walk through with management, create punch list if necessary and address all items prior to final payment. Upon completion of each final inspection SolarCity will be notified and allowed to coordinate their effort for reinstallation of the solar panels. **Solar panels will not be reinstalled ahead of final city inspection. Post Construction: Upon final completion a full site walk will be completed and all equipment, extra materials, debris, trash etc. will be removed from the site. Warranty Information: - ECO Roof and Solar (5 year workmanship warranty) — All work performed will remain free from defects for a period of up to 5 years - GAF System Plus Limited Warranty included in all roof systems Page 14 of 14 Client Initials Contractor Initials i CITY OF WHEAT RIDGE _�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: �� �` %� 4 J Permit Number: ❑ No one available for inspection: Time -' % f AM/M Re -Inspection required: Yes Nod When corrections have been made, call for re -inspection at 303-234-5933 Date: / ya /) Inspector:�� DO NOT REMOVE THIS NOTICE gia- Building Permit Application (Complete ALI highlighted areas) � 1- - AYCC,111 '14 1 W , C Property Address: k) Phone: Property Owner (please print): K�T F#,f f L14z� License M i M Squares BTUs L 16C Galion Amps Sq Ft 3M 2 s e.� Vie-US # Date: - $100.00 � 8 (required of all projects for document processing) irr ie Famih esidence%17Mt e Review Fee:. ..... ......... .....:........ $50.00 vrNv wx6 heatrid e,co,rrs located at the above referenced address. Please note the comnients checked below Signature David F. Brossman, P,L.S. Date 6. hkA Stipulations: 7. *A A Drainage Certification Letter accompanied by As-Built plans from the Engincer-of- sec ord shall be required prior to the issuance of the Certificate of Occupancy. & NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TOTHE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Gly of ? � W h 6 at 1' t, 151 1 c, \V o Ik �,,s City of Wheat Ridge Municipal Building 7500 W. 2() A.- wricaT Kj(3ge,("() 80()33 P 30123 F: 303.2351857 DATED: ADDRESS: V � mus Date: Plan # Permit # Building Permit Application (Complete a highlighted areas) q Property Address: M 1;J=— Contractors City License #: i, Phone: L L It Electrica 1: Plumbing: + i4e6lu Mechanical: Yrn, "n 13 CityLicense# City License # City License # Dggrfot on,2f_ work: (Fully describe work to be performed - Attach additional sheet If necessary) Conb)%ctVWv# Review Fee (due at time of submittal): Squares BTU's *K Gallon X Amps Sq Ft. LLC�,`_, I I I I 1 1 1 IIIIIiIIIIXIII! III ININ 1 11 1 111 1 1 i�� i. MMEMM=1 ii -a L � ZW NAME SIGNATW4 M 2..� Signwitre David F. Brossnian, P. .S. Date 6 . / A Stipulations: 7, *A A Drainage Certification Letter accompanied by As-Built plans from the Engineer-of-Record shall be required prior to the issuance of the Certificate of Occupancy. K NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIORTOTHE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 06"2013 Una* #. DATED: 11 �cl ADDRESS: -q--a XMIM A�",Ci,wheatridgc-mug • CommuNiTy DEVELOPMENT Date: Plan # Perinit # Building Permit Application (Complete MU highlighted areas) Property Address: I — 6 Property Owner (please print): �Q,n Q—) Phone: 8��� License #: Phone: Electrical: "t Fj,(drtj,,u Ema�� Plumbing: try Ic-0.) 60' City License # ti klechanical: 4- City License # o �- 5 Dem,12tion of work: (Fully describe work to be performed - Attach additional sheet If necessary) COI contract Value of all work: Review Fee fdoe at time of submittal): Squares BTU's Gallons Amps Sq FL ---------- qoe�O� fOWNER) (CONTRACTOR) gr 1 R (CoN xa��00i)4 TA- located at the above referenced address. Please note the comments checked below I Drainage: a. Drainage Letter & Plan required: — Yes b, Site drainage/grading plan have been reviewed and are: OK 3. _V No NOT OK; refer to stipulations. NOTE All deeds nrust be reviewed and approved prior to issuance of the Certificate of Occupancy f 4 _L APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit. Application, subject to the stated requirements and/or attached stipulations. 7 Sg4n(ture Torte 5. 0 NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s):_ Si� >nalure David F. Brossman, P.L.S. Date 6. t# Stipulations: 7. 4 A Drainage Certification Letter accompanied by As-Built plans front the Engineer-of-Record shall be required prior to the issuance of the Certificate of Occupancy. 8. NOTE. ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PR('.)JECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR FoTFIE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Date: Ile veloiDme.ntERie iiew�Proce� Fee ......... .,,.,, ..... $100.00 $ ' 4-10 (Required of all projects for document processing) —A2 �1?1 ....... $50.00 $— 0 & M Manual Review & SMA Recording Fee- .... $100.00 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, TH i WILL BE ADDITIONAL LICENSTNG AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. wwwxi,wheatridgexoms Rev 12,112 Cily of* �rWh6at-R�d c 1, tl J I I C' W () It KS �g DATED: ADDRESS: ::2, q 14 ) M 01 :7 - 1 "'"'Nv-d-wheatridge,ce.us MUIRYM Date: Plan # 5C permit # Building Permit Application {Complete Iff MOM hted g jy -T Property Address: Property Owner (please print }: Phone: 30, 1 04� (OWNU) fCONTRACTOR) gr�t (OWN- (CONT"CTOR) fjM NAME: � 1111��)",��- SIGNATVRE.11�4 �JAC�Yt�� DATE: E} P ! located at the above referenced address. Please note the comments checked below. 1. __jZ Drainage: a. Drainage Letter & Plan required: b. Site draina plan have been reviewed and are: Public Improvements required & to be completed with project: Yes No :ZOK NOT OK; refer to stipulations. — Completed — Completed — Completed Completed For items not constructed, the amount of funds taken in lieu of construction. $ 3. 1 Does all existing roadway/alley R.O.W, meet the standards of the City: If not, what is required? If RO,W, is required. has the deed been received: Yes Yes No No (see Note below) 4. I APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations, gnature 5 &;JA NOT APPROVED: The Public Works Department has reviewed the submitted material and (toes not approve this Pernnt Application for the stated reason(s): Si� >r ature David F. Brossman. P,L.S. 6. " Stipulations: Dale 7. * A Drainage Certification I...etter accompanied by As-Built plans from the Engineer-of-Record shall be required prior to the issuance of the Certificate of Occupancy. NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY, Rev 06/2013 13 1 11 V Date: ,Single EgMJ:1.X Residence/]Dg&L&�d�:__, .... ...... � S TOTAL REVIEW FEES (due at time of Building Pernut issuance): PLEASE NOTE THATIN ADDITION TO THE ABOVE FEES, THERE -, ATILL, BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRucTIoN OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. www.6,wheatridge.coms Cify of' W h 6 at I Ii�dgc I IC W 0 R KS DATED: ADDRESS 13) Dear Contractor: Wwwxi.wheatridge.co,us 2=7 ., LOTS 13-16 1 v. s x � �a . az�saK a�easaa+ LOTS 13-16 DENOTES GARAGE SL-AB LOCATION AND ELEVATION DENOTES TOP OF PORCH LOCATION AND ELEVATION m 1-4 it) _0 th 10 6 1 13 tu (o Ll Z CIO z 6V I 00 �VA 4 ; R ---SO 60.80 I NT Perrins LLt,, PLOT PLAN i) PLOT PLAN SUBJECT TO APPROVAL BY ZONING/BUILDING AUTHORITY PRIOR TO STAKEO 3) EASEMENTS DISPLAYED • THIS PLOT ARE FORM THE RECORDED PLAT AND MAY NOT INCLUDE ALL EASEMENTS OF RECORD. 4) RECORDED PLAT PREPARED BY VALERIAN 5) LOT CORNER ELEVATION CHECK: NOT TAKEN 6) THIS PLOT PLAN IS ONLY A REPRESENTATION OF THE PROPOSED LAYOUT AND DESIGN SUBJECT TO CHANGE AS VARIOUS CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION.] -7 9 m - ------------- --- - ------ Building Orientation: Front door f - aces West Btuh Daily Temperature Range: High Total Sensible Gain: 17,606 Latitude: 39 Degrees % Total Latent Gain: Elevation: 5418 ft. 0 % Altitude Factor: 0.819 Btuh 1.47 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Bel-Hum Bel -Hum (fir Bulb PLifference Winter: 1 OA 9 80% 50% 70 61.05 Summer: 91 59 15% 50% 75 -39 i ciat gwilojing -juppiy ut-rri: 825 Square ft. of Room Area: 1,564 Volume (11 of Cond. Space: 14,881 •# •. • Total Heating Required Including Ventilation A_tr_:_40,364 Btuh 40.364 MBH Total Sensible Gain: 17,606 Btuh 100 % Total Latent Gain: -1,413 Btuh 0 % Total Cooling Required Including Ventilation Air: 17,606 Btuh 1.47 Tons (Based On Sensible + Latent) Rhvac is an ACCA approved Manual J and Manual D ­ com`pu_te_rpr_ogram, Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be at your design conditions, Y:\ ... \Plan 1120 End Unitrhv Wednesday, November 20, 2013, 3:14 PM I VV111MI. I VA 60% 50% 70 61-05 i Summer: 91 59 15% 50% 75 -39.07 Main Trunk flynouts Calculate. Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg,/l 00 ft. 0.1000 in,wg./I 00 ft, Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height. 0 in. 0 in. Winter Summer i Infiltration Specified: O�302 AC/hr 0.250 AC/hr i 75 CFM 62 CFM Infiltration Actual: 0.341 AC/hr 0.295 AC/hr Above Grade Volume: X 14&8,1 Cu.ft, X_ 14,881 Cu.ft. 5,072 Cu.ft./hr 4,395 Cu.ft./hr XQ.0167 X 0.0167 i Total Building Infiltration: 85 CFM 73 CFM Total Building Ventilation: 0 CFM 0 CFM ___System I--- i Infiltration & Ventilation Sensible Gain Multiplier: 14.42 = (1.10 X 0.819 X 16.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: -21.76 = (0.68 X 0.819 X -39.07 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 62.17 = (1-10 X 0.819 X 69.00 Winter Temp, Difference) Winter Infiltration Specified: 0.250 AC/hr (62 CFM) Summer Infiltration Specified: 0.250 AC/hr (62 CFM) \ ...\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3 PN i I Return Garage Open Crawl - 0.24 8 78.6 Yes 1 ... ..... ... - - ------------- .... .. ............... ---------- - r i Net! Scope Son' Lit Net� Sen 1 Sysi Htg i Sys�' Clg�! Sys Act 1 Duct Ton /Ton? Area Gam�, . .. .. ..... GaInx . .. Gain� Loss T Siz e Butldt*ng 1.47 1.159 1,564 17,646 -1,413 17,606 40,364 772 825 825 .... . ..... System 1 1.47 1,159 1,564 17,606 -1,413 17,606 40,364 772 826 825 18x12 Duct Latent Humidfloafiw -418 0 2,550 Zone 1 1,564 17,606 -995 17.606 37,81 '772 825 825 16x15 1 -Guest ent 155 1,721 -293 1,721 8,161 167 81 167 8 2-Laundry 53 829 -91 829 2,535 52 39 52 5 3-Pwdr 39 556 -79 556 1,562 32 26 32 Q I 4-Kitchen/Dining 362 4,691 -346 4,691 7,676 157 220 220 8, 7 5-Living 252 3,089 -284 3,089 6,065 124 145 145 7,7 6-Loft/Bedroom 3 213 1,994 38 2,032 3,746 76 93 93 7,7 7-Bedroom 2 148 1,638 84 1,722 2,552 52 77 77 7,7 8-Master Bedroom 212 2,416 59 2,475 3,685 75 113 113 7,7 9-Bath 54 81 0 81 126 3 4 4 4 10-Master Bath 76 592 -83 592 1,705 35 28 35 7 Sum of room airflows may be greater than system airflow because astem room ejrflo�ot Lorluses the LeAqrRfboating ... . . ......... .. .... ........... . . ... ...... ..... .. ... Wlan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 R Y:\..,\Plan 1120 End Unitrhv Wednesday, November 20, 2013, 3:14 PM -- -Duct Name: ST-290, Feeds Into: Kitchen/Dining, Effective Length: 0.5 Trunk 0M03 152 Up: ST-280 55 20 Rect 0.5 10 Presize 205 2.5 -- -Duet Name: ST-280, Feeds Into: Kitchen/Dining, Effective Length: 4.8 Trunk 0.0003 15.2 Up: ST-220 55 20 Rect 4.8 10 Presize 277 24.2 -- -Duet Name: ST-270, Feeds Into. Kitchen/Dining, Effective Length: 0.7 Trunk 0.0003 15.2 Up: ST-230 55 20 Rect 0.7 10 Presize 425 3.3 148 0.003 0.0 0336 199 0.005 0.0 0.335 306 0,011 0.0 0.336 I I -- -Duct Name: ST-190, Feeds Into: Kitchen/Dining, Effective Length: 1.0 i Trunk 0.0003 15.2 Up: ST-320 55 20 Rect 1,0 10 Presize 706 5 .-Duct Name: ST-260, Feeds Into: Kitchen/Dining, Effective Length: 2.8 Trunk 0.0003 152 Up: T -190 55 20 Rect 2.8 10 Presize 633 14.2 _- -Duct Name: ST-250, Feeds Into: Kitchen/Dining, Effective Length: 1.0 Trunk 0.0003 15.2 Up: ST-260 55 20 Rect 1,0 10 Presize 558 5 --- Duct Name: ST-240, Feeds Into: Kitchen/Dining, Effective Length: 2.2 Trunk 0.0003 15.2 Up: ST-250 55 20 Rect 22 10 Presize 554 10.8 -- -Duct Name: ST-230, Feeds Into: Kitchen/Dining, Effective Length: 0.7 Trunk 0.0003 15.2 Up: ST-240 55 20 Rect 01 10 Presize 497 3.3 I 402 0.018 0.0 0.337 399 0.017 0.0 0.336 I OMO 0.000 0.000 0.464 Ili I ## I I Of I I 0 0 # w 0 i t11 it ii t t it YA ,APlan 1120 End Unit,rhv Wednesday, November 20, 2013, 3:14 PM --- Duct Name: ST-220, Feeds Into: Kitchen/Dining, Effective Length: 0.5 Trunk 0.0003 15.2 279 0.000 Up: ST-270 55 20 0M9 0.000 Rect 0.5 10 0.0 0.000 Presize 387 2.5 0.336 0.464 -- -Duct Name: ST-210, Feeds Into: Kitchen/Dining, Effective Length: 0.5 Trunk 0.0003 15,2 107 0.000 Up: ST-290 55 20 0.002 0.000 Rect 0.5 10 0.0 0.000 Presize 148 2.5 0.336 0.464 -- -Duct Name: ST-200, Feeds Into: Kitchen/Dining, Effective Length: 0.5 Trunk 0M03 15.2 79 0.000 Up ST-210 55 20 0.001 0.000 Rect 0.5 10 0.0 0.000 Presize 110 2.5 0.336 0.464 -- -Duct Name: SR-100, Supplies: Pwdr, Fittings: 2-1, 4-AD, Effective Length: 62.2 Runout 0.0003 5 235 0M4 Up: ST -190 128 3,9 0.021 0.009 Rnd 18,0 5.5 44.2 0,013 Presize 32 23.6 41,324 0.476 -- -Duct Name: SR-1 60, Supplies: Living, Fittings: 2-1, 4-AD, Effective Length: 70.9 Runout 0M03 7 269 0.003 Up: ST-280 55 5.4 0.019 0,011 Rnd 13.3 7.7 57.7 0.014 Presize 72 24.3 0.322 0A78 -- -Duct Name: SR-170, Supplies: Living, Fittings: 2-1, 4-AD, Effective Length: 76.5 Runout 0M03 7 269 0.003 Up: ST-230 55 5.4 0.019 0.012 Rnd 13.3 7.7 63.3 0.015 Presize 72 24.3 0.321 0A79 -- -Duct Name: SR -180, Supplies: Kitchen/Dining, Fittings: 2-1, 4-AD, Effective Length: 83.5 Runout 0.0003 8 315 0M2 Up: ST-220 55 62 0.021 0.016 Rnd 10.4 8.7 73.1 0.018 Presize 110 21.8 0.318 0.482 -- -Duct Name: SR-200, Supplies: Kitchen/Dining, Fittings: 2-1, 4-AD, Effective Length: 51.2 Runout 0.0003 7 412 0.000 1 Up: ST-200 55 5.4 0.041 I 0M1 1 Rnd 0.0 7.7 51.2 0.091 1 I Presize 110 0 0.315 I 0,485 1 YA ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM -- -Duct Name: SMT-100, Feeds Into: Guest Entry, Fitting: 1-HI, Effective Length: 128.1 Trunk 0.0003 16 551 0.000 Up: Fan 55 18 0.028 0M6 Rect 0.5 12 127.6 0.344 Presize 826 2.5 0.341 0.459 --- Duct Name: ST -110, Feeds Into: Guest Entry, Effective Length: 0.2 Trunk 0M03 16 551 0.000 1 Up: SMT- 100 55 18 0.028 0.000 Rect 02 12 0.0 0.000 Presize 826 0.8 0.341 0.459 .__Duct Name: SR-220, Supplies: Guest Entry, Fittings: 2-1, 4-AD, Effective Length: 90.9 Runout 0M03 8 478 0,007 Up: ST -180 128 62 0.041 0.031 Rnd 16.0 8.7 74.9 0.037 I Presize 167 1 33.5 0.301 0.499 1 1 --Duct Name: SR-230, Supplies: Laundry, Fittings: 2-1, 4-AD, Effective Length: 49.1 I Hunout 0.0003 5 381 0M5 Up: T -17'0 128 3.9 0.049 0.019 Rnd 9.7 5.5 39.4 0M4 Presize 52 12.7 0.317 0.483 -- -Duct Name: ST-170, Feeds Into: Guest Entry, Effective Length: 2.2 Trunk 0.0003 16 551 0.001 Up: ST-1 10 55 18 0.028 0.000 Rect 2.2 12 0.0 0.001 Presize 826 10.8 0.341 0.459 --Duct Name: ST-180, Effective Length: 6.3 Trunk 0.0003 16 525 uo"_) Up: T -310 55 18 0M6 OMO Rect 6.3 12 0.0 0M2 Presize 787 31.7 0.338 0.462 ---Duct Name: ST-310, Effective Length: 4.8 Trunk 0.0003 16 525 0.001 Up: ST -170 55 18 0.026 0.000 Rect 4.8 12 0.0 uoi I Presize 787 23.8 0.340 0A61 -- -Duct Name: ST-320, Effective Length: 0.5 Trunk 0M03 16 471 uoo Up: ST -180 55 18 0.021 0,000 Rect M 12 0.0 Omo Presize 706 2.5 0.338 0A62 YA ,APlan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM --- Duct Name: SR-120, Supplies: Loft/Bedroorn 3, Fittings: 2-1,4-G, 8-A2,8.A2, Effective Length: 96.4 Runout 0.0003 7 176 0.002 Up: ST -196 55 5.4 0.009 0.007 Rnd 19.3 7.7 77.1 0.009 Presize 47 35.4 0.329 0A71 -_ -Duct Name: SR-130, Supplies: Bedroom 2, Fittings: 2-1,4-G, Effective Length: 64.8 Runout 0,0003 7 142 0,001 Up: ST-21 0 55 5.4 0,006 0.003 Rnd 15.4 7.7 49.4 0.004 Presize 38 28.3 0.332 0,468 ....Duct Name: SR-140, Supplies: Master Bedroom, Fittings: 2-1, 4-G, Effective Length: 75.3 Runout 0.0003 7 213 0.002 1 Up: ST-290 55 5.4 0.013 0.007 Rnd 17.3 71 58.1 0.010 Presize 57 31.6 0.326 0A74 -- -Duct Name: SR-190, Supplies: Master Bath, Fittings: 2-1, 4-H, Effective Length: 70.5 Runout 0.0003 7 131 0.001 i Up: ST-260 128 5.4 0.005 0.003 Rnd 15.5 77 55.0 0.003 i Presize 35 28.4 0333 OA67 -- -Duct Name: SR-210, Supplies: Bath, Fittings: 2-1,4-H, Effective Length: 23.5 Runout 0.0003 4 46 0.000 Up: ST-250 55 3,1 0,002 0.000 Rnd 6.0 4,4 17.5 0.000 Presize 4 6.3 0.336 0.464 -- -Duct Name: SR-240, Supplies: Master Bedroom, Fittings: 2-1,4-G, Effective Length: 84.1 Runout 0.0003 7 213 0.002 Up: ST-240 55 5.4 0.013 0.009 Rnd 17.3 7.7 66.8 0.011 Presize 57 ;31.6 0.326 0.474 -- -Duct Name: SR-250, Supplies: Bedroom 2, Fittings: 2-1, 4-G, Effective Length: 76.0 Runout 0.0003 7 142 0.001 Up: ST-270 55 5A 0.006 0.004 Rnd 15.4 7.7 60.6 0.005 Presize 38 28.3 0.331 0.469 -- -Duct Name: SR-260, Supplies: Loft/Bedroom 3, Fittings: 4-G, 2-1, Effective Length: 79.4 Runout 0.0003 7 176 0.001 Up: ST-260 55 5.4 0.009 0,006 Rnd 15.7 7.7 63.7 0.007 Presize 47 28.7 0.330 0.470 Report Units: Pressure: in,wg, Duct lengths: feet, Duct sizes: inch, AM low: CFM, Velocity: ft./min, Temperature: M Y'A .,APlan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM I 938 826 16 8 15.2 4 v e # , 10: 0 SMT-100 S 48 ST-290 S mowf 13= ...\Pian 1120 End Unitrhv Wednesday, November 20, 2013, 3:14 PM exi i. i fie cunilttauve siatic pressure loss value ter a return trunk is with «.. «4m entry point of the return runout upstream with the highest static pressure available. Total a»d< \ </e static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side, i -- -Duct Name: RT-170, Feeds From: Kitchen/Dining, Effective Length: 2.0 Trunk 0.0003 12 388 0.000 Up: T -140 75 12 0,020 0.000 Rect 2.0 10 0.0 0.000 Presize 323 7.3 -0-032 0.107 -- -Duct Name: RT-140, Feeds From: Kitchen/Dining, Effective Length: 7.0 Trunk 0M03 12 388 0.001 I Up: RT- 190 75 12 0.020 0.000 Rect 7.0 10 0.0 OMI Presize 323 25.7 -0.033 0A07 -- -Duct Name: Low, Returns From: Kitchen/Dining, Fittings: 6-B, 6-H, Effective Length: $4.0 Runout 0.0003 152 371 0.000 1 Up: RT-190 75 20 0.015 0.012 Rect 02 10 818 0.012 Presize 515 0.9 -0.022 0.012 -- -Duct Name: RT-180, Effective Length: 3.3 Trunk 0.0003 16 625 0.001 Up. RT- 120 75 18 0.034 0.000 Rect 13 12 0.0 0.001 Presize 938 16.7 -0.035 0.110 . - -Du t Name: RMT-100, Feeds From: Guest Entry, Fittings: 5-HI, 5-N, Effective Length: 171.7 Trunk 0.0003 152 675 0.000 Up: Fan 75 20 0.043 0,074 Rect 0.3 10 171.3 0.075 Presize 938 11 -0.040 0A15 -- -Duct Name: RT-I 10, Feeds From: Guest Entry, Effective Length: 1.8 Trunk 0.0003 15.2 675 0.001 Up: RMT- 100 75 20 0.043 0.000 Rect 1.8 10 0.0 0.001 Presize 938 9.2 -0.039 0A14 -- -Duct Name: RT-120, Effective Length: 7.7 Trunk 0.0003 16 625 0M3 Up: RT-1 10 75 18 0,034 0.000 Rect 7.7 12 0,0 0.003 Presize 938 38.3 -0M7 0.111 -- -Duct Name: Low, Returns From: Guest Entry, Fittings: 6-C, 6-G, 12-S, Effective Length: 50.1 Runout 0.0003 7 374 0.003 Up: RT-180 75 5.4 0.033 0.013 Rnd 10.4 7.7 39.7 0,017 Presize 100 19.1 -0V9 0,017 YA ,APlan 1120 End Unit.rhv Wednesday, November 20, 2013, 314 PM • • ♦ � New j own winclow: kilazing-,3/3, u-value 0. 3, SHGC 03 292.8 6,062 0 7,660 7,660 New Town Door: Door-R=2.85 41.8 1,010 0 322 322 12F-4sw: Wall-Frame, R-21 insulation in 2 x 6 stud 1580.5 7,089 0 1,159 1,159 cavity, no board insulation, siding finish, wood studs 121 -4sw: Wall-Frame, R -15 insulation in 2 x 4 stud 863.6 5,126 0 1,150 1,150 cavity, no board insulation, siding finish, wood studs 16B-38: Roof /Ceiling -Under Attic with Insulation on Attic 722 1,296 0 863 863 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-38 insulation 2213-1 Oph-t: Floor-Stab on grade, Vertical board insulation 67 2,224 0 0 0 covers slab edge and extends straight down to 3' below grade, the covering, R-10 insulation, passive, heavy moist soil 20P-38-c: Floor-Over open crawl space or garage, 500,9 1,037 0 89 89 Passive, R-38 blanket insulation, carpet covering Subtotals for structure: 23,844 0 11,243 11,243 People: 3 600 690 1,290 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 8,715 -418 2,483 2,065 Infiltration: Winter CFM: 85, Summer CFM 73 5,255 -1,595 1,055 -540 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Humidification (Winter) 6.95 gal/day: 2,550 0 0 0 AED Excursion: 0 0 935 935 Total Building Load Totals: 40,364 -1,413 17,606 16,193 mrivac is an A(;UA approved-Iflanual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary, Be sure to select a unit that meets both sensible at your design conditions. Y:\ ... \Plan 1124 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM 6% , ation 13% Building Loss Wall 40,364 Bt Glass 15% Building in 16,193 Bt Glass 46% ople 8% 2% (A .APlan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM YA ..APlan 1120 End Unit,rhv Wednesday, November 20, 2013, 3:14 PM tem 1_-_4�y ------------- Cooling System Type: Standard Air Conditioner Outdoor Model: CA13NA024 .... (A,B) Indoor Model: CNP11*3017A**+TDR Tradename: 13 SEER PURON AC Outdoor Manufacturer: CARRIER AIR CONDITIONING AHRI Reference No.: 4540832 Nominal Capacity: 23200 Efficiency: 13 SEER Heating System Type: Natural Gas Furnace Model: 59SC2B060S1 7-16 Tradename: Carrier Manufacturer: CARRIER CORPORATION Description: Natural Gas or Propane Furnace Capacity: 56000 Efficiency: 92.1 AFUE pp Y:\ ...\Plan 11201 End Unit,rhv Wednesday, November 20, 2013,314 PM Y:\ ...\Plan 1120 End Unil.rhv Wednesday, November 20, 2013, 3:14 PM - - _-_- ----- - ------ ...... . . ..... . ............ .. - - ----- ------- Calculation Mode: Htg. & cig. Occurrences: 1 Room Length: 154.7 ft. System Number: I I Room Width: 1.0 ft. Zone Number: 1 Area: 155.0 sqtt. Supply Air: 167 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 6.5 AC/hr Volume: 1,547.0 cuft. Req. Vent. Clg: 0 CFM Number of Registers: I Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply. 0 % Actual Winter Infil.: 16 CFM Actual Summer Infil.: 13 CFM �SE-Wa�11-12F-0�sw20 5 �X1 1 �872 . 0.0�65�4. 5� 84 0 . 7 O �137 i SW-Wall- 1 2D-Osw 2.8 X 10 28.3 0.086 5.9 168 13 0 38 NW-Wall-1 2F-Osw 4.2 X 10 31.7 0.065 4.5 142 0.7 0 23 SW-Wall-I 2F-Osw 4.1 X 10 33.3 0.065 4.5 149 01 0 24 NW-Wall-I 2F-Osw 6.5 X 10 41 0.065 4.5 184 0.7 0 30 NE-Wall-1 2D-Osw 12.9 X 10 1292 0.086 5.9 767 1.3 0 172 SE-Door-New Town Door 2.7 X 17.8 0.350 242 430 7,7 0 137 1 6.7 1 1 NW-Door-New Town Door 3 X 8 24 0.350 24.2 580 7.7 0 185 NW-Gls-New Town Window shgc- 10 0.300 20.7 207 23.5 0 235 0.30%S } W- is -New Town Window shgc- 7.5 0.300 20.7 155 28,3 0 212 1 0.30%S Floor-2213- 1 Oph 51 ft..Per. 51 0.481 33.2 1,693 0.0 0 0 Subtotals for Structure: 5,315 0 1,193 Infil.: Win,: 15.5, Sum.: 13.4 510 1.892 965 0.380 -293 194 Ductwork: AID Excursion: 1,881 243 91 Room Totals: 8,161 -293 1,721 ........... ............... . ...... ..... .. . . ..... .. ........ . ..... .. .. ... ........... .. ....... . ....... Y:\ ...\Plan 1120 End Unil.rhv Wednesday, November 20, 2013, 3:14 PM L Room Loads - Room 2 - Lain M . Load Pro 0.065 ---------- M alcul0fion Mode: Hfflg& clgOcMurreni!osI 10 0.300 20.7 207 Room Length: 52.9 ft. System Number 1 23.5 1 Room Width: 1.0 ft. Zone Number: 1 Area* 510 sq.ft. Supply Air: 52 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 5,9 AC/hr Volume: 529.0 cuft Req, Vent. Cig: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 5 CFM Actual Summer Infil.: 4 CFM 78.3 0.065 4.5 351 03 10 0.300 20.7 207 215 10 0.300 20.7 207 23.5 16 0.481 33.2 531 0.0 1,652 158 1.880 299 0.379 584 2,535 0 58 0 235 0 235 0 0 0 608 -91 60 1 117 4 -91 829 Y:\...\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM � ,__ � . tailed Loads 'tr 0.086 5.9 403 Calculation Mode }��} ,�+.t log }p}�py (� jJ�/�(� Room Length: (.��} ((yy /�} Ntg. CX clg. 63 ft. (('""'yy//�+y�+ta�� ({y�y�p W/hp�n i.l4l✓td rrencesx 0.300 20.7 1 26.2 0 254 System Number: 1 81 Room Width: 6.2 ft. Zone Number: 1 r Area: 39.0 sq.ft. Supply Air: 32 CFM Ceiling height: 11,0 ft. Supply Air Changes: 4.4 AC /hr Volume: 430.0 cu.ft. Req. Vent, Cig: 0 CFM Number of Registers: 1 30 Actual Winter Vent.: 0 CFM -79 556 Percent of Supply.: 0 °lam i Actual Summer Vent,:. 0 CFM ! percent of Supply. 0 °lam Actual Winter lnfil.: 4 CFM Actual Summer lnfil.: 4 CFM 67,9 0.086 5.9 403 1.3 0 90 r 0.300 20.7 186 26.2 0 254 39.1 0.030 2.1 T 81 02 _ 0 E 7 942 0 396 138 1.691 260 0.378 -79 52 360 7 30 1,„562 -79 556 r':\ ... \plan 1120 End Unitarhv Wednesday, November 20, 2013, 3:14 PM Calculation Mode: Htg, & c1g. 0.065 Occurrences: 269 O.7 Room Length: 361.7 t System Number: 0,065 4.5 Room Width: 1.0 ft. Zone Number: SW-Wall-I 2F-0sw 9.7 X 11 76.4 Area. 362.0 s%ft. Supply Air: 220 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 13 AC/hr Volume: 3,978.0 cu,ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 0 Actual Winter Vent.: 0 CFM 0.086 5.9 1,317 Percent of Supply.: 0 % SE- GIs -New Town Window shge- 9 0.300 Actual Summer Vent.: 0 CFM 0 254 03 O% Percent of Supply: 0 % Actual Winter Infil.: 18 CFM 0.300 20.7 186 Actual Summer Infil.: 16 CFM SW-Wall- I 2F-Osw 6.7 X 11 59.9 0.065 4.5 269 O.7 0 44 SE-Wall- I 2F-Osw 1.8 X 11 20.1 0,065 4.5 90 0.7 0 15 SW-Wall-I 2F-0sw 9.7 X 11 76.4 0.065 4.5 343 0.7 0 56 NW-Wall-1 2F-Osw 1.8 X 11 20.1 0.065 4.5 90 0.7 0 15 SW-Wall-12F-Osw 0.7 X 11 7.4 0.065 4.5 33 0.7 0 5 -Wal I -I 2D-OSW 20.2 X 11 221.9 0.086 5.9 1,317 1.3 0 296 SE- GIs -New Town Window shge- 9 0.300 20,7 186 28.2 0 254 03 O% SE- Gls-New Town Window shgc- 9 0.300 20.7 186 28.2 0 254 0.30%S SW-GNew Town Window shgc- ls- O%S 115 0300 20.7 279 28.2 0 381 03 SW-GIs -New Town Window shgc- 30 0,300 20.7 621 28.2 0 847 0,30%S UP- Cell -16R- 19.3 X 1 19.3 0.026 1.8 35 1.2 0 23 Floor-20P-38 1 X 341.4 341.4 0.030 2.1 707 02 0 61 Subtotals for Structure: 4,766 0 2,351 Infil.: Win.: 18.4, Sum,: 15.9 603 1.891 1,141 0.380 -346 229 Ductwork: 1,769 661 AEC? Excursion: 249 Equipment: 0 1,200 Room Totals: 7,676 346 4,691 Y:\ ...\Plan 1120 End Unit,rhv Wednesday, November 20, 2013, 314 PM Room Length: 252.3 ft. System Number: I Room Width: 10 ft. Zone Number: I Area: 252.0 sq.ft. Supply Air: 145 CFM Ceiling Height. 11.0 ft. Supply Air Changes 3.1 AC/hr Volume: 2,776.0 cot. Req. Vent. Cig: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 15 CFM Actual Summer Infil.: 13 CFM SW-Wall-12F-�Osw 13 �Xl 1 �121 0.066 4: �543 0 �O�89 NW-Wall-I 2F-Osw 14 X 11 106.2 0.065 4. 5 476 0.7 0 78 SW-Wall- I 2F-Osw 4 X 11 44 0.065 4.5 197 0.7 0 32 I NW-Wall-12F-Osw 6.3 X 11 61,6 0,065 4.5 276 0.7 0 45 NE-Wall-1 2D-Osw 7.7 X 11 84.4 0.086 5.9 501 1.3 0 112 SW -GIs -New Town Window shgc- 10 0.300 20.7 207 28.2 0 282 0.30%S SW-Gls-New Town Window shgc- 12 0.300 20.7 248 28.3 0 339 03 O%S NW- GIs -Blew Town Window shgc- 30 0.300 20,7 621 215 0 706 03 OS NW -GIs -New Town Window shgc- 17.8 0.300 20.7 369 23,5 0 419 0.30%S NW -GIs -New Town Window shgc- 8 0.300 20.7 166 23,5 0 188 0,30%S Floor-20P-38 I X 61.3 61.3 0,030 2.1 127 0.2 0 11 Subtotals for Structure: 3,731 0 2,301 Infil.: Win.: 15.1, Sum.: 13.0 495 1.891 936 0.380 -284 188 Ductwork: 1,398 436 AED Excursion: 164 Room Totals: 6,065 -284 3,089 Y:\..,\Plan 1120 End Unitrhv Wednesday, November 20, 2013,3:14 PM r`:\ ...\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM ........... . ......... ---------- ___11-11.1-1-11- -- -­-- -------- --- - --------- tailed Room Loads - Room 6 - LoftlBedroom 3 Load Pro Calculation Mode. Htg. & c1g, ixcuMrences: �1� 1 Room Length: 212,5 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: I Area: 2110 sq.ft. Supply Air: 93 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.3 AC/hr Volume: 1,700.0 cuft Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil,: 9 CFM Actual Summer Infil.: 7 CFM �SE-Wa�11-12F-O�sw10 X �8 �55 0,065 4.5 �247 0 �0 �40 NE-Wall-121 -Osw 25.3 X 8 202.6 0.086 5.9 1,202 1.3 0 270 SE -GIs -New Town Window shgc- 25 0.300 20.7 518 28.2 0 706 1 0,3 O%S UP-Ceil-1 6B-38 212.5 X 1 212.5 0.026 1.8 381 12 0 254 I Subtotals for Structure: 2,348 0 1,270 Infil.: Win.: 8.6, Sum.: 7.5 283 1.893 535 0.379 -162 107 Ductwork: 863 281 AEC? Excursion: 106 People: 20 [at/per, 230 sen/per 1 200 230 Room Totals: 3,746 38 1,994 ..... . ........ . .... . . ....... ... ..... ... . ... ...... . . .... .. . ... ........ . . . .. ... ...... .. . .......... ........... .. ..... ..... .. ...... .. .. r`:\ ...\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Y:\ ...\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM ---- -- - ------------- ------ ------- ---- Calculation Mode: Htg: & c1g. Occurrences: I Room Length: 148.1 ft. System Number: I Room Width: 1.0 ft. Zone Number. 1 1 Area: 148.0 sq.ft. Supply Air: 77 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.9 AC/hr Volume: 1,185.0 cu.ft. Req. Vent. CIg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 OFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 6 CFM Actual Summer Infil.: 5 CFM SE-Wall-12F-Osw 101 X 8 60.4 0.065 4.5 271 0.7 0 44 SW-Wall-12F-Osw 14.7 X 8 117.4 0.065 4.5 526 0.7 0 86 SE-Gis-New Town Window shgc- 25 0.300 20.7 518 28.2 0 706 0.30%S UP-Ceil-16B-38 148,1 311 148A 0,026 1.8 266 12 0 177 Subtotals for Structure: 1,581 0 1,013 Infil.. Win.: 6.2, Sum.: 5.3 203 1.889 383 0.380 -116 77 Ductwork: 588 231 AED Excursion: 87 People: 200 lat/per, 230 sen/per: 1 200 230 Room Totals: 2,552 84 .. 1,638 .......... Y:\ ...\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Calculation Mode: Htg. & c1g. Occurrences: I Room Length: 211.6 ft. System Number: I Room Width: 1,0 ft. Zone Number: I Area: 212.0 sq.ft. Supply Air: 113 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.0 AC/hr Volume: 1,693.0 cu,ft. Req. Vent. Cg: 0 CFM Number of Registers: 2 Actual Winter Vent,: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 7 CFM Actual Summer Infil.: 6 CFM S �W- W a I I - �12 F - 0 �sw 19 ,3 X 8 1 0.06 .> � �631 0 . 7 0 �103 NW-Wall-1 2F-Osw 113 X 8 55.6 0,065 4.5 250 0.7 0 41 SW-GIs-New Town Window shgc- 14 0.300 20.7 290 28.2 0 395 0.30%S NW -Cis -New Town Window shgc- 35 0.300 20.7 725 215 0 824 0-30%S UP-Ceil-1 6B-38 21 X 1 21 1.6 0.026 1.8 380 12 0 253 Floor-20P-38 1 X 46.5 46.5 0.030 2.1 96 0.2 0 8 Subtotals for Structure: 2,372 0 1,624 lnfil, Win.: 7.5, Sum,: 6.5 245 1.892 464 0.379 -141 93 Ductwork: 849 341 AED Excursion: 128 People: 200 lat/per, 230 sen/per: 1 200 230 Room Totals: 3,685 59 2,416 Y:\...\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Calculation Mode: Htg. & c1g. Occurrences: 1 Room Length: 5.5 ft. System Number: 1 Room Width: 9.8 ft. Zone Number: 1 Area: 54.0 sq.ft. Supply Air: 4 CFM Ceiling Height: 8.0 t Supply Air Changes: 0.5 AC/hr Volume: 433,0 cuff. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 0 CFM Actual Summer lnfil,: 0 CFM UP-Cei�1-1R -38 54. X 1 �541 �0.0�26�1.897 1 �2� �O�65 Subtotals for Structure: 97 0 65 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork 29 11 AED Excursion: 4 Room Totals 126 0 81 s' 1120 End Unit,rhv Wednesday, November 20, 2013, 3:14 PM Calculation Mode: Htg. & c1g. 0.086 Occurrences: I 1.3 Room Length: 763 t System Number: I 20.7 Room Width: 1.0 ft. Zone Number: 1 Area: 76.0 sq.ft. Supply Air: 35 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.4 AC/ hr Volume: 610.0 cu.ft, Req. Vent. Clg: 0 CFM Number of Registers: 1 0 Actual Winter Vent.: 0 CFM 1,040 Percent of Supply.: 0 % Infil.: Win.: 4.4, Sum.: 3.8 144 Actual Summer Vent.: 0 CFM -83 55 Ductwork: Percent of Supply: 0 % 393 Actual Winter Infil.: 4 CFM Actual Summer Infil.: 4 CFM NE-Wall-I 2D-Osw 8.7 X 8 69.4 0.086 5.9 412 1.3 0 92 NW-Gls-New Town Window shgc- 8 0.300 20.7 166 23.5 0 188 0.30%S UP-Ceil-1 613-38 76.3 X 1 76,3 0.026 1,8 137 1.2 0 91 Floor-20P-38 1 X 12,5 12.5 O�030 2.1 26 0.2 0 2 Subtotals for Structure: 1,040 0 422 Infil.: Win.: 4.4, Sum.: 3.8 144 1.889 272 0,382 -83 55 Ductwork: 393 83 AED Excursion: 31 Room Totals: 1,705 -83 592 �:\ . ,\Plan 11 20 End Unit, rhv Wednesday, November 20, 2013, 3:14 PM �A...\Plan 1120 End Unitrhv Wednesday, November 20, 2013, 3:14 PM Y:\..,\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM I Guest Entry 155 8,161 167 8 1,721 -293 96 167 2 Laundry 53 2,535 52 5 - 829 -91 46 52 3 Pwdr 39 1,562 32 5 - 556 -79 31 32 4 Kitchen/Dining 362 7,676 157 8,7 - 4,691 -346 260 220 5 Living 252 6,065 124 7,7 - 3,089 -284 171 145 6 Loft/Bedroom 3 213 3,746 77 7,7 - 1,994 38 111 93 7 Bedroom 2 148 2,552 52 7,7 - 1,638 84 91 77 8 Master Bedroom 212 3,685 75 7,7 - 2,416 59 134 113 9 Bath 54 126 3 4 - 81 0 4 4 10 Master Bath 76 1,705 35 7 - 592 -83 33 35 Humidification 2,550 Duct Latent -418 System 1 total 1,564 40,364 772 17,606 -1,413 977 825 System 1 Main Trunk Size: 18x12 in, Velocity: 551 ft./min Loss per 100 ft,: 0.028 in,wg Duct size results above are from Manual D Ductsize, room. See the Manual D Ductsize report for duct velocities and other data, Actual: 1.93 100%/0% 23,200 0 23,200 Heatiftg System oolln stern Type: Natural Gas Furnace Standard Air Conditioner Model: 59SC2B060S1 7-16 CAI 3NA024 .... (A,B) Indoor Model: CNPV*3017A**+TDR Brand: Carrier 13 SEER PURON AC Description: Natural Gas or Propane Furnace Efficiency: 92.1 AFUE 13 SEER Sound: Capacity: 56000 23200 Sensible Capacity: n/a 23,200 Btuh Latent Capacity: n/a 0 Btuh AHRI Reference No,: n/a 4540832 Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM vstptii I YA ,APlan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM System 1: Zone 1: I Guest Entry *167 167 167 167 167 167 167 167 8 2 Laundry 52 52 52 56 52 52 52 *57 5 3 Pwdr 32 32 32 32 32 32 32 *32 5 4 KitchenlDining 260 *267 243 202 228 245 240 222 8,7 5 Living 171 133 162 172 173 148 179 *183 7,7 6 Loft/Bedroom 3 ill 93 109 113 • 78 97 *114 7,7 7 Bedroom 2 91 73 90 94 79 59 78 *95 7,7 8 Master Bedroom 134 110 128 133 134 118 137 *140 7,7 * 9 Bath 4 4 4 4 4 4 4 4 10 Master Bath 35 35 35 36 35 35 35 *36 7 Indicates highest CFM of all rotations, 00 West *977 *17 61♦ *-1,414 *1 A7 45 Northwest 852 15,360 -1,417 1,28 90 North 937 16,883 -1,415 1,41 135 Northeast 931 16,769 -1,415 1 AO 180 East 916 16,507 -1,415 1.38 225 Southeast 824 14,849 -1,415 1.24 270- South 939 16,918 -1,415 1.41 315 Southwest 976 17,580 -1,414 1.46 Indicates highest value • all rotations. YA ,APlan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM YA ...!Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM 17,000' 16,000 ... 15,000 Hum MM 11,000' „ _._ t - - - -, , . - - - -- -- ---, I "I I . 11 � 1� - - -- --- --- . - - I” - - - - - - - - " - - - � - - I ----------- -------- - ------- -- --..,_.._r„ Sam 9arn 10am 11 am 12 pro I pm 2prn 3pM 4pm 5prn 6pm 7pm Time of Day Front door faces West Front door faces Northwest Front door faces North Front door faces Northeast Front door faces East Front door faces Southeast Front door faces South Frontdoorfaces Southwest YA ..APlan 1120 End Unit,rhv Wednesday, November 20, 201 3, 3:14 PM Building Orientation: 4,f,Hr+e Latitude: Elevation: Altitude Factor: a i oTaj suiming pty 62b CHT-1 rw Square ft.: O527 Square ft. of Room Area: 1,564 Square ft. Per Ton: 1,159 Volume (ft3) of Cond, Space: 14,881 TO Total Heating Required Including Ventilation Air: 40,364 Btuh 40-364 F? 1111#j11#M11111M Total Sensible Gain: 17,• 06 Btuh 100 % Total Latent Gain -1,413 Btuh 0 % Total Cooling Required Including Ventilation Air: 17,606 Btuh 1.47 Tons (Based On Sensible + Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. ---------- Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance da at your design conditions. I Y:\ ... \Plan 11201 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM k 3 Y f (-\ ,..\Plan 1120 End Un t.rhv Wednesday, November 20, 2113, 3;14 PM @ a * $ Winter: 1 . ! Ik 50% 70 61 05 Main Trunk Run Calculate: Yes Yes Use Schedule: Yes Yes F ac t or: R 0 . Roughness y y` a• try • Ty9ylyly0 Pressure Drop: y# inwg /100 ft Minimum Velocity: 65 ft./min 450 ft./min Maximum Velocity: !.. ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum H 0 r 75 CFM 62 CFM Infiltrati Above Grade Volume: X— — 1 4 ,8 88 5,072 Cu.ft./hr • y ! ! � y .. Total Building Infiltration: 85 CFM 73 CFM I Total B uilding Infiltration & Ventilation Se risible Gain Multiplier: 14.42 = (110 X 0.819 X 16.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: -21.76 = (0.68 X 0.819 X -39.07 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 62,17 = (1, 10 X 0.819 X 69.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr (62 CFM) Summer Infiltr w,d # A C/hr ( 6 2 CFM) 1 1 Supply Garage Open Crawl - 0.12 8 414.8 Yes G ara g e ! 4 Wr ! Yes k 3 Y f (-\ ,..\Plan 1120 End Un t.rhv Wednesday, November 20, 2113, 3;14 PM ....... ... . .......... . .......... U ....... .. . ------ ---------- Net ' fLZ ---------- Se W LaV feet Sen� s ys Ht S y Ci Y Act! Duct Scope Ton: /Ton,' Area, Gam ,� Gain' Cain � Loss! g! g! Size CFA' CM C Building 1A7 1,159 1,564 17,606 -1,413 17,606 40,364 772 825 825 .... .. .... System 1 1 .47 1,159 1,564 17,606 -1,413 17,606 40,364 772 826 825 $6x'02 not Latent -418 0 Humidification 2,550 Zone I 1,564 17,606 J35 17,606 37,81 772 825 825 1Ox15 L aundry 1 -guest Entry 155 1,721 -293 1,721 8,161 167 81 167 8 1 2 -L 53 829 -91 829 2,535 62 39 52 5 3-Pwdr 39 556 -79 556 1,562 32 26 32 5 1 4-Kitchen/D3ning 362 4,691 -346 4,691 7,676 157 220 220 8,7 5-Living 252 3,OB9 -284 3,089 6,065 124 145 145 7,7 6-Loft/Bedroom 3 213 1,994 38 2,032 3,746 76 93 93 7,7 7-Bedroorn 2 148 1,638 84 1,722 2,552 52 77 77 77 8-Master Bedroom 212 2,416 59 2,475 3,685 75 113 113 7 9-Bath 54 81 0 81 126 3 4 4 4 1 10-Master Bath 76 592 .83 592 1,705 35 28 35 7 Sum of room airflows maybe greater than system airflow because I systn-nam aLrf !aw_op!Lo q_.!uses rc _qLeA rq -- - --- - ---- ...... ........... . ...... . . ...... . ..... ..... .......... ... .. .......... ------- . . ..... _3 YA ..APlan 11 20 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Eml!�!11151'::Iil I III 111111p��i� Wi�; 1111p I It ME= EM Average Glass / 1.3 x Average / Hourly Glass / Hourly Total Net Sensible Gain Glass Gain Gain Gain Over 12 Hours System is on NE, SE, SW, NW rosette. Peak load exceeds 12-hour average load by Y:\ ..\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM 8arn 9arn 10am 11arn 12prn Ipm 2prn 3prn 4pm 5prn 6prn 7prn - -- Duct Name: ST-290, Feeds Into: Kitchen/Dining, Effective Length: 0.5 0M03 15.2 Trunk 0.0003 15.2 148 0.000 Up: ST-280 55 20 0.003 0.000 Rect 0.5 10 0.0 0.000 Presize 205 2.5 0M6 0.464 -- - Duct Name: ST-280, Feeds Into: Kitchen/Dining, Effective Length: 4.8 554 10.8 Trunk 0,0003 15.2 199 0.000 Up: ST-220 55 20 0M5 0.000 Rect 4.8 10 0.0 OMO Presize 277 242 0.336 0.464 -- - Duct Name: ST-270, Feeds Into: Kitchen/Dining, Effective Length: 0.7 0.014 OMO Trunk 0.0003 15.2 306 OMO Up: ST-230 55 20 0.011 OMO Rect 0.7 10 0.0 0.000 Presize 425 3.3 0.336 0.464 -- - Duct Name: ST-190, Feeds Into: Kitchen/Dining, Effective Length: 1.0 Trunk 0.0003 15.2 508 OMO Up: ST-320 55 20 0.027 0.000 Rect 1.0 10 0.0 OMO Presize 706 5 0.337 0A63 --- Duct Name: ST-260, Feeds Into: Kitchen/Dining, Effective Length: 2.8 Trunk 0.0003 15.2 456 0.001 Up: ST -190 55 20 0M2 0.000 Rect 2.8 10 0.0 OMI Presize 633 14.2 0.337 0.463 -- - Duct Name: ST-250, Feeds Into: Kitchen/Dining, Effective Length: 1.0 Trunk 0.0003 152 402 0,000 Up: ST-260 55 20 0.018 0.000 Rect 1.0 10 0.0 0.000 Presize 558 5 0,337 0A63 Pil ill �1111111r' ;111 MIll Ili;ill wi Trunk 0M03 15.2 399 OMO Up: ST-250 55 20 0.017 OMO Rect 2.2 10 0.0 OMO Presize 554 10.8 0.336 0.464 -- -. Duct Name: ST-230, Feeds Into: Kitchen/Dining, Effective Length: 0.7 Trunk 0.0003 15.2 358 0.000 Up: ST-240 55 20 0.014 OMO Rect 0.7 10 0.0 OMO Presize 497 3.3 0.336 0.464 YA ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM ___Duct Name: ST-220, Feeds Into: Kitchen/Dining, Effective Length: 0.5 Trunk 0.0003 15,2 279 OMO Up: ST-270 55 20 0M9 0.000 Rect 0.5 10 0.0 0.000 Presize 387 2,5 0.336 0.464 -- -Duct Name: ST-210, Feeds Into: Kitchen/Dining, Effective Length: 0.5 Trunk 0.0003 15.2 107 OMO Up: ST-290 55 20 0M2 0,000 Rect 0.5 10 0,0 OMO Presize 148 2.5 0.336 0.464 -- -Duct Name: ST-200, Feeds Into: Kitchen/Dining, Effective Length: 0.5 Trunk 0M03 15.2 79 0.000 Up: ST -210 55 20 OMI 0.000 Rect 0.5 10 0,0 OMO Presize 110 2.5 0.336 0A64 ___Duct Name: SR-100, Supplies: Pwdr, Fittings: 2-1, 4-AD, Effective Length: 62.2 Runout 0M03 5 235 0.004 Up: T -190 128 3.9 0.021 0M9 Rnd 18.0 5.5 44.2 0,013 Presize 32 216 0.324 0.476 -- -Duct Name: S -160, Supplies: Living, Fittings: 2-1, 4-AD, Effective Length: 70.9 Runout 0,0003 7 269 0.003 Up: ST-280 55 5.4 0.019 0.011 Rnd 13.3 7.7 57.7 0.014 Presize 72 243 0.322 0.478 --- Duct Name: R -170, Supplies: Living, Fittings: 2-1, 4-AD, Effective Length: 76.5 Runout 0.0003 7 269 0.003 Up: ST-230 55 5.4 0.019 0.012 Rnd 113 7.7 633 0V5 Presize 72 24,3 0.321 0.479 -_ -Duct Name: SR -180, Supplies: Kitchen/Dining, Fittings: 2-1, 4-AD, Effective Length: 83.5 Runout 0M03 8 315 0M2 Up: ST-220 55 62 0,021 0.016 Rnd 10.4 8.7 731 0.018 Presize 110 21.8 0.318 0A82 --- Duct Name: SR-200, Supplies: Kitchen/Dining, Fittings: 2-1, 4-AD, Effective Length: 51.2 Runout 0.0003 7 412 0.000 Up: ST-200 55 5.4 0.041 0.021 Rnd 0.0 73 51.2 0.021 Presize 110 0 0.315 0.485 Y:\...\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM ---Duct Name: SIVIT-100, Feeds Into: Guest Entry, Fitting: 1-HI, Effective Length: 128.1 Trunk 0.0003 16 551 OMO Up: Fan 55 18 0.028 0M6 Rect 0,5 12 127.6 0.344 Presize 826 2.5 0.341 0A59 -- -Duct Name: ST -110, Feeds Into: Guest Entry, Effective Length: 0.2 Trunk 0.0003 16 551 0,000 Up: SIFT -100 55 18 0.028 0.000 Rect 0.2 12 0.0 OMO Presize 826 0.8 0.341 0.459 -- -Duct Name: SR-220, Supplies: Guest Entry, Fittings: 2-1,4-AD, Effective Length: 90.9 Runout 0M03 8 478 0.007 Up: ST-180 128 6.2 0.041 0M1 Rnd 16.0 81 74.9 0M7 Presize 167 33,5 0.301 0,499 -- -Duct Name: SR-230, Supplies: Laundry, Fittings: 2-1, 4-AD, Effective Length: 49.1 Runout 0M03 5 381 0.005 Up: T -170 128 3.9 0.049 0.019 Rnd 9.7 5.5 39.4 0M4 1 Presize 52 123 0.317 0.483 -- -Duct Name: ST-170, Feeds Into: Guest Entry, Effective Length: 2.2 Trunk 0.0003 16 551 0.001 Up: T -110 55 18 0.028 0,000 Rect 22 12 0.0 0,001 Presize 826 10.8 0.341 0.459 -- -Duct Name: ST-180, Effective Length: 6.3 Trunk 0.0003 16 525 0.002 Up: ST -310 55 18 0.026 0.000 Rect 6.3 12 0,0 0.002 Presize 787 313 0.338 0.462 -- -Duct Name: ST-310, Effective Length: 4.8 Trunk 0M03 16 525 0M1 Up: ST- 170 55 18 0.026 0,000 Rect 4.8 12 0.0 0M1 Presize 787 218 0.340 0A61 -- -Duct Name: ST-320, Effective Length: 0.5 Trunk 0.0003 16 471 noo Up: ST-180 55 18 0,021 uoo Rect 0.5 12 0.0 OMO Presize 706 2.5 0,338 0,462 YA ..APlan 1120 End Unitrhv Wednesday, November 20, 2013, 3:14 PM -. -Duct Name: SR-120, Supplies: Lott/Bedroom 3, Fittings: 2-1,4-G, 8-A2,8-A2, Effective Length: 96.4 Runout 0.0003 7 176 0.002 Up: ST -190 55 5.4 0.009 0.007 Rnd 19.3 7.7 77.1 0.009 Presize 47 35.4 0.329 0.471 - --Duct Name: SR -130, Supplies: Bedroom 2, Fittings: 2-1, 4-G, Effective Length: 64.8 Runout 0.0003 7 142 0.001 Up: ST-21 0 55 5.4 0.006 0.003 Rnd 15.4 7.7 49.4 0,004 Presize 38 28.3 0.332 0.468 --- Duct Name: SR-140, Supplies: Master Bedroom, Fittings: 2-1, 4-G, Effective Length: 75.3 Runout 0.0003 7 213 0.002 Up: ST-290 55 5.4 0.013 0.007 Rnd 17.3 7.7 58.1 0.010 Presize 57 31.6 0.326 0,474 -- -Duct Name: SR-190, Supplies: Master Bath, Fittings: 2-1, 4-H, Effective Length: 70.5 Runout 0.0003 7 131 0.001 Up: ST-260 128 5.4 0.005 0.003 Rnd 15.5 73 55.0 0.003 Presize 35 28.4 0.333 0.467 -- -Duct Name: SR-210, Supplies: Bath, Fittings: 2-1,4-H, Effective Length: 23.5 Runout 0.0003 4 46 0.000 Up: ST-250 55 3.1 0.002 0.000 Rind 6.0 4.4 I7.5 0.000 Presize 4 6.3 0.336 0.464 --Duct Name: SR-240, Supplies: Master Bedroom, Fittings: 2-1,4-G, Effective Length: $4.1 Runout 0.0003 7 213 0.002 Up: ST-240 55 5.4 0.013 0.009 Rnd 173 7.7 66.8 0.011 Presize 57 31.6 0.326 0A74 ---Duct Name: SR-250, Supplies: Bedroom 2, Fittings: 2-1,4-G, Effective Length: 76.0 Runout 0.0003 7 142 0.001 Up: ST-270 55 5.4 0.006 0.004 Rnd 15.4 7.7 60.6 0.005 Presize 38 28.3 0.331 0.469 ---Duct Name: SR-260, Supplies: Lott/Bedroom 3, Fittings: 4-G, 2-1, Effective Length: 79.4 Runout 0.0003 7 176 0.001 Up: ST-260 55 5.4 0.009 0,006 Rnd 15.7 7.7 617 0.007 Presize 47 283 0.330 0.470 I III! I I I Ill I 111!llii!li I'll I Fill I I iIill 1 1 1 lii a • • IBM • YA ..APlan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM exit. The cumulative static pressure loss value for a return trunk is With respect to the entry point upstream with the hi ghest pressure available To and cumulative static pressure loss values for - sup main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. • Largest trunk diameter: 16 SMT -100 Largest runout diameter. 8 SR -180 Smallest trunk diameter: 15.2 ST -290 Smallest runout diameter: 4 S -210 Supply fan external static pressure: 0.800 Supply fan device pressure losses: 0.308 Supply fan static pressure available: 0.492 Runout maximum cumulative static pressure loss: 0.499 SR -220 Return loss added to supply: 0.115 Total effective length of return ( ft.): 356.0 High Total effective length of supply { ft.): 232.4 SR -220 Overall total effective length ( ft.): 588.4 High to SR -220 Design overall friction rate per 100 ft.: 0.084 (Available SP x 100 l TEL) Y:l ... \Flan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 FPM -- -Duct Name: RT-170, Feeds From: Kitchen/Dining, Effective Length: 2.0 Trunk 0M03 12 388 0.000 Up: RT-140 75 12 0.020 0.000 Rect 2.0 10 0.0 0.000 Presize 323 7.3 -0.032 0.107 ..Duct Name: RT-140, Feeds From- Kitchen/Dining, Effective Length: 7.0 Trunk 0.0003 12 388 0.001 Up: RT-190 75 12 0.020 0.000 Rect 7.0 10 0.0 OMI Presize 323 25.7 4033 0.107 --- Duct Name: Low, Returns From: Kitchen/Dining, Fittings: 6-13, 6-H, Effective Length: 84.0 Runout 0.0003 15.2 371 0.000 Up: RT-190 75 20 0.015 0.012 Rect 02 10 83.8 0.012 Presize 515 0.9 -0M2 0.012 -- -Duct Name: RT-180, Effective Length: 3.3 Trunk 0.0003 16 625 0M1 Up: RT-120 75 18 0.034 OMO Rect 13 12 0,0 0.001 Presize 938 16.7 -0.035 0.110 -- -Duct Name: RMT-100, Feeds From: Guest Entry, Fittings: 5-HI, 5-N, Effective Length: 171.7 Trunk 0.0003 15.2 675 OMO Up. 75 20 0.043 0.074 Rect 0.3 10 171.3 0.075 Presize 938 13 -0.040 0A15 --Duct Name: RT-1 10, Feeds From: Guest Entry, Effective Length: 1.8 Trunk 0.0003 152 675 0.001 Up: RMT- 100 75 20 0.043 OMO Rect 1.8 10 0.0 0,001 Presize 938 92 -0M9 0 :114 --- Duct Name: RT-120, Effective Length: 7.7 Trunk 0.0003 16 625 0M3 Up: RT-1 10 75 18 0.034 0.000 Rect 7.7 12 0.0 0.003 Presize 938 38.3 -0M7 OAll -- -Duct Name: Low, Returns From: Guest Entry, Fittings: 6-C, 6-G, 12-S, Effective Length: 50.1 Runout 0.0003 7 374 0.003 Up RT-180 75 5.4 0M3 0,013 Rnd 10.4 73 39.7 0.017 Presize 100 19,1 -0.019 0V7 Y:\.,.\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM .- - Duct Name: T -1 0, Effective Length. 4.2 16 R -1 Largest runout diameter: Trunk 0.0003 16 559 0.001 Up: RT- 180 75 18 0.028 0.000 Rect 4.2 12 0.0 0,001 Presize 838 20,8 -0.034 0.109 _.. Duct Name: RT-150, Feeds From: Master Bedroom, Effective Length: 0.7 System duct surface area (No Scenario): 65.6 Trunk 0.0003 12.9 332 0.000 Up: RT-170 75 14 0.014 0.000 Rect 0.7 10 0.0 0.000 Presize 323 21 -0-032 0A07 -- - Duet Name: High, Returns From: Master Bedroom, Fittings: 6-13, 8-B3C, 6-H, Effective Length: 157.6 Runout 0.0003 12 388 0.000 Up: RT-I 50 75 12 0,020 0.032 Rect 0.5 10 167,1 0.032 Presize 323 1,8 0.000 0.032 Total runout outlet airflow: 938 Main trunk airflow: 938 Largest trunk diameter: 16 R -1 Largest runout diameter: 15.2 Low Smallest trunk diameter; 12 RT-I 70 Smallest runout diameter: 7 Low Runout maximum cumulative static pressure loss: 0.032 High Return loss added to supply: 0.115 Total effective length of return ( ft.): 356.0 High System duct surface area (No Scenario): 65.6 System duct surface area (Scenario 1): 78.6 Garage Total system duct surface area: 144,2 mmm� •� YA ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM 'I !ureto �s�elect a Mit thMmeets Moth M.nsible �and IMent I.Mds acM.rding Mffie �ManulMcture!ls �",eloMmanc! ta I at your design conditions. e:\.,,\Plan 11 20 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM New Town Door: Door-R=2.85 41.8 1,010 0 322 322 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 1580.5 7,089 0 1,159 1,159 cavity, no board insulation, siding finish, wood studs 12D-Osw: Wall-Frame, R -1 insulation in 2 x 4 stud 863,6 5,126 0 1,150 1,150 cavity, no board insulation, siding finish, wood studs 1613 -38: Roof/Ceiling-Under Attic with Insulation on Attic 722 1,296 0 863 863 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-38 insulation 2213-1 Oph-t: Floor-Slab on grade, Vertical board insulation 67 2,224 0 0 0 covers slab edge and extends straight down to 3' below grade, the covering, R-10 insulation, passive, heavy moist soil 20P-38-c: Floor-Over open crawl space or garage, 500.9 1,037 0 89 89 Passive, I R-38 blanket insulation, carpet covering Subtotals for structure: 23,844 0 11,243 11,243 People: 3 600 690 1,290 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 8,715 -418 2,483 2,065 Infiltration: Winter CFM: 85, Summer CFM: 73 5,255 -1,595 1,055 -540 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Humidification (Winter) 6.95 gal/day: 2,550 0 0 0 AED Excursion:, 0 0 935 935 dmmmmm��� krzolmami IM, 1,564 Square ft, Per Ton: 1,159 14,881 Y:\ ...\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM r:\...\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM .... . . .. . . ... .... . fl ^11 tth • • ill l� 3nll� ............ Yr • r:\...\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM W '111111 oil No New Town Window: Glazing-.3/3, u-value 63, _8H _GC — 0.3 —_ _292.8 6,062 0 7,660 7,660 New Town Door: Door-8=2.85 41,8 1,010 0 322 322 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 1580.5 7,089 0 1,159 1,159 cavity, no board insulation, siding finish, wood studs 12D-Osw: Wall-Frame, R -1 insulation in 2 x 4 stud 863.6 5,126 0 1,150 1,150 cavity, no board insulation, siding finish, wood studs 168 -38: Roof /Ceiling -Under Attic with Insulation on Attic 722 1,296 0 863 863 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-38 insulation 228 -1 Oh -t: Floor-Slab on grade, Vertical board insulation 67 2,224 0 0 0 covers slab edge and extends straight down to 3' below grade, tile covering, R -10 insulation, passive, heavy moist soil 20P-38-c: Floor-Over open crawl space or garage, 500.9 1,037 0 89 89 Passive, R-38 blanket insulation, carpet covering Subtotals for structure: 23,844 0 11,243 11,243 People: 3 600 690 1,290 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 8,715 -418 2,483 2,065 Infiltration: Winter CFM: 85, Summer CFM: 73 5,255 -1,595 1,055 -540 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Humidification (Winter) 6.95 gal/day: 2,550 0 0 0 AED Excursion: 0 0 935 935 Lyng Emlillm 1,564 Square ft. Per Ton: 14,881 ME Y:\ .,APlan 1120 End Unitrhv Wednesday, November 20, 2013, 3:14 PM Y:\,.,\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM rrat Data - ---- ------ -------- - ------ Cooling System Type Standard Air Conditioner Outdoor Model: CA 1 3NA024 .... (A.B) Indoor Model: CNPV*3017A**+TDR Tradename: 13 SEER PURON AC Outdoor Manufacturer: CARRIER AIR CONDITIONING AHRI Reference No.: 4540832 Nominal Capacity. 23200 Efficiency: 13 SEER Heating System Type: Natural Gas Furnace Model: 59SC2B060S1 7-16 Tradename: Carrier Manufacturer: CARRIER CORPORATION Description: Natural Gas or Propane Furnace Capacity: 56000 Efficiency: 92.1 AFUE Y:\,.,\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Y:\,..\Pian 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM ' q Load Detailed Room Loads - Room 1 - Guest Entry_ Calculation Mode Htg. & c1g. Occurrences: I Room Length: 154.7 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 155.0 sq.ft. Supply Air: 167 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 6.5 AC/hr Volume: 11,547.0 cu.ft. Rep. Vent. Clg: 0 CFM Number of Registers: I Actual Winter Vent,: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 16 CFM Actual Summer Infii.: 13 CFM SE-Wall-12F-Osw 20.5 X 10 1872 0.065 4.5 840 0.7 0 137 SW-Wall-12D-Osw 2.8 X 10 28.3 0,086 5.9 168 13 0 38 NW-Wall-I 2F-Osw 4.2 X 10 317 0.065 4,5 142 OY 0 23 SW -Wall- 1217 -0s 4. X 10 33.3 0.065 4,5 149 0.7 0 24 NW-Wall-1 2F-Osw 6.5 X 10 41 0.065 4.5 184 0.7 0 30 NE-Wall-1 2D-Osw 12.9 X 10 129.2 0.086 5.9 767 1.3 0 172 SE-Door-New Town Door 2.7 X 17,8 0,350 24.2 430 7.7 0 137 6.7 NW-Door-New Town Door 3 X 8 24 0.350 24.2 580 7.7 0 185 NW-Gls-New Town Window shgc- 10 0.300 20.7 207 23.5 0 235 03 O%S SW-Gls-New Town Window shgc- 7,5 0.300 20.7 155 28,3 0 212 0.30%S Floor-22B-1 Oph 51 ft.,Per. 51 0.481 33.2 1, 693 0.0 0 0 Subtotals for Structure. 5,315 0 1,193 lnfil,: Win.: 15.5, Sum.: 13.4 510 1.892 965 0.380 -293 194 Ductwork: 1,881 243 AED Excursion: 91 Room Totals: 8,161 -293 1,721 Y:\,..\Pian 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Detailed Room Loads - Room 2 - Laun y d Proce 78.3 0.085 4.5 351 0,7 0 58 Calculation Mode: Htg. & clg. 0.300 Occurrences: I 23.5 Room Length: 52.9 ft. System Number I Room Width: 1.0 ft. Zone Number: 1 10 Area: 510 sq.ft, Supply Air: 52 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 5.9 AC/hr Volume: 529.0 u.ft. Req, Vent. Cl: 0 CFM Number of Registers, 1 0 Actual Winter Vent.: 0 CFM 1,652 Percent of Supply.: 0 % lnfil,: Win.: 4.8, Sum.: 4.2 158 Actual Summer Vent.: 0 CFM -91 60 Ductwork: Percent of Supply: 0 % 584 Actual Winter Infil.: 5 CFM Actual Summer Infil.: 4 CFM NW-Wall-I 2F-Osw 9.8 X 10 78.3 0.085 4.5 351 0,7 0 58 NW-Gls-New Town Window shgc- 10 0.300 207 207 23.5 0 235 0.30%S NW-GIs-New Town Window shgc- 10 0.300 20.7 207 23.5 0 235 0.30%S Floor-228 -1 Oph 16 ft..Per. 16 0,481 312 531 U 0 0 Subtotals for Structure: 1,652 0 608 lnfil,: Win.: 4.8, Sum.: 4.2 158 1,889 299 0.379 -91 60 Ductwork: 584 117 AEI Excursion: 44 Room Totals: 2,535 -91 829 Y:\ ..APlan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Detailed Room Loads - Room 3 - _Pwdr Load Procedul 67.9 U86 5,9 S -Cls -New Town Window shc- 9 0.336 2£71 Calculation lode: hltg. & clg. 81 Occurrences: 1 21 Room Length: 6.3 ft. System Number: 138 1.891 Room Width: 6.2 ft. Zone Number: 78 Area: 39.07 sq.ft. Supply Air: 32 CFI Ceiling Height: 11.0 ft, Supply Air Changes: 4.4 AC/hr Volume: 439.17 cu.ft. Req. Vent. Clg: 9 CFM Number of Registers: 1 Actual Winter Vent,.: 9 CFM Percent of Supply.: 9 % Actual Summer Vent.: 0 CFM Percent of Supply: 9 % Actual Winter Infil.: 4 CFI Actual Summer Infil.: 4 CFI NE- Wall- 12D -Osw 6.2 X 11 67.9 U86 5,9 S -Cls -New Town Window shc- 9 0.336 2£71 O73OIBS 264 81 Floor-20P-38 1 X 39.1 39.1 U30 21 Subtotals for Structure: 9 Infil.: Win.: 4.2, Sum.: 3.6 138 1.891 Ductwork: 52 i 369 AED Excursion: 78 Room Totals: 463 13 0 917 186 28.2 0 264 81 0,2 9 7 942 9 396 2617 6.378 -79 52 i 369 78 317 1,662 -79 666 Y:! ...\Plan 1120 End Unit.rhv Wednesday, November 217„ 2013, 3:14 F Room Length. Room Width: Area: Ceiling Height: Volume: Number of Registers: tg. & c1g. Occurrences: 1 361.7 ft. System Number I 1.0 ft. Zone Number: 1 362.0 sqJt. Supply Air: 220 CFM 11.0 ft. Supply Air Changes: 33 AC/hr 3,978.0 cuft Req. Vent. CIg: 0 CFM 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 18 CFM Actual Summer Infil.: 16 CFM LI, �' "I M 1 136 0.065 4.5 610 0,7 0 100 59,9 0.065 4.5 269 0.7 0 44 20.1 0.065 4.5 90 0.7 0 15 76.4 0.065 4.5 343 0.7 0 56 20.1 0,065 4.5 90 0,7 0 15 7.4 0.065 4,5 33 07 0 5 221.9 0,066 5,9 1,317 1.3 0 296 9 0.300 20,7 186 28.2 0 254 9 0,300 207 186 28.2 0 254 13,5 0.300 20.7 279 28.2 0 381 30 0.300 20.7 621 28.2 0 847 19.3 0.026 1.8 35 1.2 0 23 341.4 U30 2.1 707 02 0 61 4,766 0 2,351 603 1,891 1,141 0.380 -346 229 1,769 661 249 0 1,200 7,676 4346 4,691 Y:\..,\Plan 1120 End Unitrhv Wednesday, November 20, 2013, 3:14 PM Y. ...!Flan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Detailed Room Loads - Room 5 - Livin Load Procedu Room Length: 252.3 ft. System Number: Room Width 1.0 ft. Zone Number. 1 Area. 252.0 sclft Supply Air: 145 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 3.1 AC/hr Volume: 2,776.0 cuft Reg. Vent, Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply,: 0 % Actual Summer Vent,: 0 CFM Percent of Supply: 0 % Actual Winter Infii.: 15 CFM Actual Summer Infil.: 13 CFM NW-Wall-1 2F-Osw 14 X 11 1062 0.065 4.5 476 0.7 0 78 44 SW-Wall- 1 2F-Osw 4 X 11 0,065 4.5 197 0.7 0 32 NW-Wall-1 2F-Osw 6.3 X 11 61.6 0.065 4.5 276 0.7 0 45 NE-Wall-12D-0sw 7.7 X 11 84.4 0.086 5.9 501 13 0 112 SW- GIs -New Town Window shgc- 10 0.300 20.7 207 28.2 0 282 0.30%S SW-Gis-New Town Window shgc- 12 0300 20,7 248 283 0 339 0,30%S NW- GIs -New Town Window shgc- 30 0.300 20.7 621 23.5 0 706 0.30%S NW -GIs -New Town Window shgc- 17.8 0.300 20.7 369 23.5 0 419 0.30%S NW-Gis-New Town Window shgc- 8 0.300 20.7 166 23.5 0 188 0.30%S Floor-201 -38 1 X 613 61.3 0.030 2.1 127 0.2 0 11 Subtotals for Structure: 3,731 0 2,3 01 Infil.: Win.: 15.1, Sum.: 13.0 495 1.891 936 0.380 -284 188 Ductwork: 1,398 436 AFC? Excursion: 164 Room Totals: ........... ...... ... ... ....... ...... 6,065 ----- - - -284 3,089 Y. ...!Flan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM @'',..;„,.,„„�,:.:. ., t� »M li ,«,,,,, .} �y:' s�a . \ .. , ,�,y,,,i.�, s,t ,3,, i„awv?auiaww�t, tatty`.,,, �1� , .. \ ^il.,,•a,�:}t�?.w,�,�:al Y ", �,'rsiw�xtaai, ,wa akv S .- `.'\ - w; waivel, u\ oi, b?a\ vs�aS; .aa:a�T?ib<."},w l�, u';,, ?u,. u�.. utx iwYrmwv�ui�� .:...,,.a�.�,.�':.a3lail�,w,,�, ..,.... , .k Deta iled Load �. Loft/ B, r y Load r r Calculation Mode: Htg. & clg. Occurrences: 1 Room length: 212.5 ft. System Number: 1 Room Width: 1.07 ft. Zone Number: 1 Area: 213.03 sq.ft. Supply Air: 93 CPP Ceiling Height: &0 ft, Supply Air Changes: 13 AC/hr Volume: 1,7010.07 cu.ft. Req. Vent. Cl g: 0 CPf Number of registers: 2 Actual Winter Vent.: 3 CFM Percent of Supply.: 07 % Actual Summer Vent.: 9 CPIVI Percent of Supply: 0 °lam Actual Winter Infil.: 9 CPI Actual Summer Infil.: 7 CPIVI 5?' at T iT h � u i"s`, } ��'w � ' S1 11,':',.11 b,},s}>* SS- Wall- 12F -Osw 10! 8 55 03.(765 4.5 , s a 247 , w 03 9 402 NE®Wall- 1207 ®07sw 25.3 7C 8 2072.6 0.086 5.9 1,202 1.3 07 270 SP- GIs -Pew Town Window shgc- 25 07.30707 201.7 518 28.2 0 7016 .30 %S UP -Cecl- 1613®38 212.5 7C 1 212.5 0).0126 1.8 381 1.2 9 254 Subtotals for Structure; 2,348 07 1,2703 Infil.: Wirt.: 8.6, Sum.: 7.5 283 1.893 535 17,378 °162 107 Ductwork: 863 281 AEC} Excursion: 166 2 People: 20700 lat,'per, 2307 sen/per 1 2079 230 ; Doom Totals: 3,746 38 1,994 Y :\ ...\Plan 1120 End Unit.rhv Wednesday, November 201, 2013, 3 :14 PM Y:\ ...\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Detailed Room Loads - Room 7 - Bedroom 2 e Load Procedure Calculation Mode. Htg, & c1g. Occurrences: I Room Length: 148.1 ft. System Number: I Room Width: 1.0 ft. Zone Number: 1 Area. 148.0 sq.f'L Supply Air: 77 CFM Ceiling Height: 8.0 ft, Supply Air Changes: 3.9 AC/hr Volume: 1,185,0 cuft, Req. Vent, Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 6 CFM Actual Summer Infil.: 5 CFM SE-Wall-12F-Osw 101 X 8 60,4 0.065 4.5 271 0,7 0 44 SW-Wall-121 14.7 X 8 117,4 0.065 4.5 526 0.7 0 86 SE-Gis-New Town Window shgc- 25 0300 20.7 518 28.2 0 706 0.30%S UP -Cell- 1613 -38 148.1 X 1 148.1 0.026 1.8 266 12 0 177 Subtotals for Structure: 1,581 0 1,013 Infil.: Win.: 6.2, Sum.: 5.3 203 1x889 383 0.380 -116 77 Ductwork: 588 231 AED Excursion: 87 People: 200 lat/per, 230 sen/per: 1 200 230 Room Totals: 2,552 84 1,638 Y:\ ...\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM ----- - --- ---- ----- ------- - ' ' py Detailed Room Loads - Room 8 - Master Bedroom ad Pro Calculation Mode: Htg. & c1g. Occurrences: Room Length: 211.6 ft, System Number: Room Width: I'0 ft Zone Number Area: 212.0 sqft. Supply Air: 113 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4,0 AC/ hr Volume: 1,693,0 cu,ft. Req. Vent, Clg: 0 CFM Number of Registers 2 Actual Winter Vent. 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 7 CFM Actual Summer Infil. 6 CFM SW-Wall-12F-0sw 19.3 X 8 140.6 0.065 4,5 631 07 0 103 NW-Wall-1 2F-Osw 113 X 8 55.6 0.065 4,5 250 0.7 0 41 SW-Gls-New Town Window shgc- 14 0.300 207 290 28,2 0 395 03 O%S NW-Gls-New Town Window shgc- 35 0.300 20.7 725 23.5 0 824 0.30%S UP-Ceil-16S -38 211.6 X 1 211.6 0.026 1.8 380 1.2 0 253 Floor-20P-38 I X 46.5 46.5 0.030 21 96 U 0 8 Subtotals for Structure: 2,372 0 1,624 Infil.: Win. 7.5, Sum.: 6,5 245 1.892 464 0.370 -141 93 Ductwork 849 341 AED Excursion: 128 People: 200 iat/per, 230 sen/per: 1 200 230 Room Totals: . ......... 3,685 .. . ....... 59 2,416 Y:\ .,.\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM ''Detailed Room Loads - Room 9 - Bath g e Load Proce ........ . Calculation Mode: Htg. & cig. Occurrences: Room Length: 5.5 ft. System Number: Room Width: 9.8 ft. Zone Number: Area: 54,0 sq.ft. Supply Air: 4 CM Ceiling Height: 8,0 ft. Supply Air Changes: 0.5 AC/hr Volume: 433.0 cu.ft. Req. Vent, CIO; 0 CFM Number of Registers I Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CM Percent of Supply: 0 % Actual Winter Infil.: 0 CM 71" Actual Summer Infil,: 0 CM SIP - Cell -16R- 541 X 1 54.1 0.026 1.8 97 1.2 0 65 Subtotals for Structure: 97 0 65 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 Ductwork: 29 11 A Excursion 4 Room Totals: 126 0 81 Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM `f:\ ...!Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3 :14 PM M Detailed R oom Loads Room 10 � Mauer Bath Calculation Mode: Htg. & clg. Occurrences- 1 Room Length: 76.3 ft. System Number: 1 Room Width: 1,0 ft. Zone Number: 1 Area: 76.0 sq t, Supply Air: 35 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 14 AC/ hr Volume: 618.8 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.. 0 % Actual Summer Vent.:. 0 CFM Percent of Supply: 0 % Actual Winter lnf�l..: 4 CI= Actual Summer lnfll.: 4 CFM NW Wall -1 F -Osw 9.3 X 8 66.6 0.065 4.5 299 0.7 0 49 NE- Wall- 12D -Osw 8.7 X 8 69.4 0.086 5.9 412 1.3 0 92 NW -Cis -New Town Window shgc- 8 0300 20.7 166 23.5 0 188 i 0.3 O%S UP- Cell- 16S -38 76.3 X 1 763 0.026 1.8 137 1.2 0 91 Floor-20P-38 1 X 12,5 12x5 0.030 2.1 26 0.2 0 2 Subtotals for Structure. 1,040 0 422 infil.. Win.. 4.4, Sum., 3.8 144 1.889 272 0382 -83 55 ; Ductwork: 393 83 AFC Excursion: 31 Room Totals: 1,705 -83 592 ,- `f:\ ...!Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3 :14 PM YA ..APlan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Y:\.,.\Plan 1120 End Units Wednesday, November 20, 201 3, 3:14 PM I Guest Entry 155 8,161 167 8 1,721 -293 96 167 2 Laundry 53 2,535 52 5 829 -91 46 52 i 3 Pwdr 39 1,562 32 5 w 556 -79 31 32 i 4 Kitchen/Dining 362 7,676 157 8 4,691 -346 260 220 5 Living 252 6,065 124 7,7 3,089 -284 171 145 1 6 Loft/Bedroom 3 213 3,746 77 7,7 1,994 38 ill 93 7 Bedroom 2 148 2,552 52 7,7 1,638 84 91 77 8 Master Bedroom 212 3,685 75 7,7 2,416 59 134 113 9 Bath 54 126 3 4 81 0 4 4 1, 10 Master Bath 76 1,705 35 7 592 -83 33 35 Humidification 2,550 Duct Latent -418 System 1 total 1,564 40,364 772 17,606 -1,413 977 825 System 1 Main Trunk Size: 1802 in. Velocity: 551 ft./min Loss per 100 ft.: 0,028 inwg Duct size results above are from Manual D Ductsize. Runout duct velocities are not printed with duct size results from Manual D Ductsize since they can vary within the room. See the Manual D Ductsize report for duct velocities and other data. I - Ol lal =1 Carrier Natural Gas or Propane Furnace 92.1 AFUE 56000 23200 n/a 23,200 Btuh n/a 0 Btuh n/a 4540832 Y:\.,.\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM RoomLoad SUMTqTl-.;'..---'--�-..l-.--r---l-�-1--'----�---�-�--.-,-�-�--.-".- ------- Actual: 1.93 100%/0% 23,200 0 23,200 - -------- - - - ----- --- - - ------ - -- --------------- M R 17 - A Ni OMN 111111111 �10 V .... ...... All rotation degree values in this report are clockwise with respect to the project's original orientation. Building orientation as entered (zero degrees rotation): Front door faces West At least one system with its System Air Type input set to Fixed was changed to Auto during the building rotation. If you want to change this behavior uncheck the option on the General tab of the Select Reports dialog called "Always use Auto for System Air Type for Building Rotation Report." �� E System 1 Zone 1: 1 Guest Entry *167 167 167 167 167 167 167 167 8 2 Laundry 52 52 52 56 52 52 52 *57 5 3 Pwdr 32 32 32 32 32 32 32 *32 5 4 Kitchen/Dining 260 *267 243 202 228 245 240 222 8,7 5 Living 171 133 162 172 173 148 179 *183 7,7 6 Loft/Bedroom 3 'I'll 93 109 113 97 78 97 *1 7,7 7 Bedroom 2 91 73 90 94 79 59 78 *95 7 8 Master Bedroom 134 110 128 133 134 118 137 *1 7,7 9 Bath 4 - 5 4 4 4 4 4 4 4 10 Master Bath 35 35 35 36 35 35 35 *36 7 Indicates highest CFM of all rotations. �"-1,414� 03° West '977 *1 7,614 *1 45 Northwest 852 15,360 -1,417 1.28 90 North 937 16,883 -1,415 1.41 135 Northeast 931 16,769 -1,415 1.40 180 East 916 16,507 -1,415 1.38 225 Southeast 824 14,849 -1,415 1.24 270 South 939 16,918 -1,415 1.41 315 Southwest 976 17,580 -1,414 1 .46 Indicates highest value of all rotations. Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM -- - - -- --------------- -- ----- - -- - - ----------- 1 Rqtation,pqpqr(,( — ------ Building Rotation Tonnage 1 A6 � . ..... ................... ....... ..... ......... .. .. ......... ............. ....... ... . ... . ...... .. IA4� . . ... .... ..... ..... .... ....... .......... .................. .. ..... .... 1 A2 .......... .. . ..... ...... ....... .. .. ... 1 .40 .......... . ...... ... .......... . 1 ,38 .... ..... ........... . .... ...... . ............... ..... C 1 34 .... .. . .. ...... ...... ....... .... .. ... .. ...... ............ ....... ... 132+ 1 3W 1,28 ... . .... 1 .26 .... ... ................... ..... .................. .. ...... ...... ... . .... ...... ................. ....... ... 1 24 . ... . . ......... ......... . .. ... .. 1 22 --------------- West Northwest N o rth Northeast East Southeast South Southwest Direction Front door Faces Buildinq Net Tonnage YA .APlan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Sam gam 10 am 11am 12 pm I pm 2prn 3prn 4pm 5pM 6prn 7prn Time of Day Front door faces West Frontdoorfaces Northwest Front door faces North Frontdoorfaces Northeast Frontdoorfaces East Front door faces Southeast . .. .... . Front door faces South —*— Front door faces Southwest YA . APlan 1120 End Unit. rhv Wednesday, November 20, 2013, 3:14 PM Aare, al S, D New Town Perrin's Row Plan 1120 EQUIPMENT: 938 826 16 SMT-100 8 SR-220 15.2 ST-290 4 SR-210 Furnace Heat Rise Used 58 degrees on Program Furnace Blower data W4 Furnace Blower data 2 &\ <m2 :2 » <#\ \k \ ?2? SEEM= PERFORMANCE DATA (cn ) DETAILED COOLING CAPACMES# CONTINUED Sensible Gain= 17003 BTUs AC Delivers 21290 BTUs at Design ,17603/21290 = .826 or 17.E % Over- 1.5 ton on] y delivers 161501 T Us- Had to use this one. ........... *fA,S) CAI 3NA024*** Outdoor Semon With CAMW Sensible Gain= 17003 BTUs AC Delivers 21290 BTUs at Design ,17603/21290 = .826 or 17.E % Over- 1.5 ton on] y delivers 161501 T Us- Had to use this one. Manual S, D New Town Perrin's Row Plan 1120 EQUIPMENT: fflffmqc � is 938 826 16 SMT-100 8 SR-220 152 ST-290 4 aft 210 Furnace Heat Rise Used 58 degrees on Program Furnace Blower data ....... - a r ... Furnace Heat Rise Used 58 degrees on Program Furnace Blower data • ,AIR DELIVERY- CFM fROTI" Evaporator Coil Static Pressure ° .r lion e " # Evaporator Coil Static Pressure lion Evaporator Coil Static Pressure 1Z / � \ u Cooling Data [ 1 1 1, 2a»< # DETAILED COOLING CAPACITIES# CONTINUED Sensible Gain= 17603 BTUs AC Delivers 21290 BTUs at Design 17603/21290 =.826 or 17.4 % Over- 1.5 ton only delivers 161 50 BTUs- Had to use this one. ro" "1 14 V I .... CAUNA024 (AB) Guld" W-fion Wsth CAP Sensible Gain= 17603 BTUs AC Delivers 21290 BTUs at Design 17603/21290 =.826 or 17.4 % Over- 1.5 ton only delivers 161 50 BTUs- Had to use this one. l' rl� Me om � � f � fill � : � �4 a � \� %( ±� /{ m� \} w um ¥ Manual S, D New Town Perrins Row Plan 1116 EQUIPMENT: 16 ST-260 Largest runout diameter Furnace = Carrier Model 59SC2BO40S 17-12 (40000 BTU) SR410 Air Conditioner = Carrier Model CA13,NAO I8 **(A,B) (1 .5 Ton) Evaporator Coil = Carrier Model CNPV*2417A**+TDR (2 Ton) 0 ST470 Smallest run out diameter 4 C Duct Data from Program Summary Wheat Ridge Pw ldirq Department Approved 199.7 SR-150 Report Units Pressure in.wg, Duct lengths feet, Duct sizes: — i W6 * 1 ft 'ft-Mn rature' i1 loss of the rohan side, 12 K Largest trunk diameter. 16 ST-260 Largest runout diameter 8 SR410 Smallest trunk diameter: 0 ST470 Smallest run out diameter 4 SR-1 tl Furnace Heat Rise Used 5 8 degrees on Program 0,260 0,540 0,358 SR-150 O049 190.8 LOW 199.7 SR-150 3905 Low to SR-150 0138 (Available SP x 100 / TEL) AM , E - CFM fROTTOM RE. Evaporator Co Static Pressure a < a # M � W ffi': f i c Evaporator Co Static Pressure : at mmmom PERFORMANCE DAJA (coat.) DETAILED COMING CAPACITIES# Sensible Gain= 12896 BTUs AC Delivers 1 6150 BTUs at Design Smallest Unit they make- CFM has been adjusted for the 1.5 ton unit .. ... ...�..� , : S * . ,.w» ®° S quare ft, Per Ton: 2 0 ol© ° o C d S �- y»w» < « =y : ®~ .' : ° «�... 2: »• «© m < ® : -� , » » < -��. � - ^ ; ®< :.� � \ ; -� ■ © � ■, \ a <; ■ t mnvac i s a - * <pprove .»p 2z w,, lug,¢ \w 2wc:z*vrte, ©.. »., © * -•© ».t » z# ; compu - «results z- «mw »<s b « a,aeth .\ Be sure 4K © ; =,: , ..e.,, <. ».» ,: «: ,z< z:ou,lcgconditions. � , . . . ... . Yx . ?an 111E my Wednesday, November 20, 2043, 390 RU Miscellaneous ------------ - Yes 0.319 Yes CFM 0.00300 CFM 0.1000 in.wg,/l 00 ft. 650 ft./min 900 ft./min 0 in. 0 in. Infiltration Specified: 0.319 AC/hr CFM 60 CFM Infiltration Actual 0.369 AC/hr Above Grade Volume: X 1 318 Cu.ft. 0 4,176 Cu.ft./hr in. X 0.0167 Total Building Infiltration: 70 CFM Total Building Ventilation: 0 CFM Infiltration & Ventilation Sensible Gain Multiplier- 14.42 Infiltration & Ventilation Latent Gain Multiplier: -21.76 Infiltration & Ventilation Sensible Loss Multiplier: 62.17 Winter Infiltration Specified: 0.250 AC/hr (47 CFM) Summer Infiltration Specified: 0.250 AC/hr (47 CFM) Yes AC/hr Yes CFM 0,01000 AC/hr 0.1000 in.wg./I 00 ft. 450 ft./min 750 ft./min 0 in. 0 in. 0.250 AC/hr 47 CFM 0.311 AC/hr X _ 11 31 Cu.ft. 3,524 Cu,ft./hr X 0.0167 59 CFM 0 CFM Y:\ ,.\Plan 11 16.rhv Wednesday, November 20, 2013, 3:00 PM of room airflows may be greater than system airflow because m room airflow option uses the greater of heating or -11-11-1-1 ". ............ mb. r .,-- ....._, _ - __... YA ... Plan 1116. r v Wednesday, November 20, 2013, 3.06 P ---------- - YA ..APlan 1116,rhv Wednesday, November 20, 2013, 3:00 PM ­Duct Name: SR -110, Supplies: MBR, Fittings: 2-1, 4-G, Effective Length: 80.7 Runout 0.0003 8 218 0.002 Up: ST-230 55 6.2 0.011 0.007 Rnd 20.0 8,7 60.7 0.009 Presize 76 41,9 0.456 0.344 _. -Duct Name: SR-120, Supplies: MBR, Fittings: 4-G, 2-1, Effective Length: 89.3 Runout 0.0003 8 218 0.002 Up: ST-200 55 62 0.011 0.008 Rnd 20.2 8.7 69.1 0.010 Presize 76 42.2 0.454 0.346 _Duct Name: SR-130, Supplies: Bedroom 2, Fittings: 2-1, 4-G, Effective Length: 63.0 Runout 0.0003 7 187 0.001 Up: ST -210 55 5.4 0.010 0.005 Rnd 13.6 73 49.4 0.006 Presize 50 24.9 0A57 0.343 ...Duct Name: SR-140, Supplies: Bath, Fittings: 2-1, 4-G, Effective Length: 27.5 Runout 0.0003 4 206 OMO Up: ST-160 128 31 0 M2 0,006 Rnd 0.1 4.4 27.4 0M6 Presize 18 OA 0.458 0.342 ... Duct Name: ST-260, Feeds Into: Lower Level, Effective Length: 0.8 Trunk 0,0003 16 393 0.000 Up: ST -1 55 18 0.015 0,000 Rect 0.8 12 0,0 0.000 Presize 590 3.8 0.466 0.334 ... Duct Name: ST-250, Effective Length: 7.6 Trunk 0.0003 16 393 0.001 Up: ST-260 55 18 0.015 0.000 Rect 7.6 12 0.0 0.001 Presize 590 37.9 0A65 0.335 - --duct Name: SNIT -100, Feeds Into: Lower Level, Fitting: 1-H1, Effective Length: 123.5 Trunk 0.0003 16 453 0.000 Up: Fan 55 18 0.020 0.024 Rect 0.5 12 122.9 0.284 Presize 680 2.6 0A67 0.333 -- -Duct Name: ST -110, Feeds Into: Lower Level, Effective Length: 0.8 Trunk 0.0003 16 453 OMO Up: SMT-1 00 55 18 0.020 OMO Rect 0,8 12 0.0 0,000 Presize 680 42 0.467 0 - q.q.11 --Duct Name: SR -100, Supplies: Lower Level, Fittings: 2-1, 4-AD, 8-A2, B-A2, Effective Length: 91.6 Runout OM03 7 303 0.004 Up: ST -110 128 5.4 0M1 0.016 Rnd 17.5 7.7 74.1 0.020 Presize 81 32.1 0.447 0.353 -- -Duct Name: ST-120, Feeds Into: Lower Level, Effective Length: 1.2 Trunk 0M03 16 423 0.000 Up: ST -110 55 18 0.018 0.000 Rect 1.2 12 0.0 0.000 Presize 635 5.8 0.466 0.334 -- -Duct Name: SR-200, Supplies: Lower Level, Fittings: 2-1, 4-AD, 8-A2, 8-A2, Effective Length: 81.4 Runout 0.0003 7 303 0,002 Up: T -120 128 5.4 0,021 0.015 Rnd 11,5 7.7 69.9 0.017 Presize 81 21,1 0.449 0,351 -- -Duct Name: ST-240, Feeds Into: Living, Effective Length: 1.3 Trunk 0M03 152 227 0.000 Up: ST -190 55 20 0.006 0,000 Rect 1.3 10 0.0 OMO Presize 315 6.7 0.465 0335 -- -Duct Name: ST-230, Feeds Into: Living, Effective Length: 0.7 Trunk 0.0003 15.2 55 0.000 Up: ST-190 55 20 0.001 OMO Rect 0.7 10 0.0 0.000 Presize 76 3.3 0,465 0.335 ..Duct Name: ST-220, Feeds Into: Living, Effective Length: 3.2 Trunk 0.0003 15.2 227 0.000 Up: ST-240 55 20 0.006 0.000 Rect 3.2 10 0,0 OMO Presize 315 15.8 0.464 0.336 ---Duct Name: ST-210, Feeds Into: Living, Effective Length: 1.3 Trunk 0,0003 152 55 0.000 Up: ST-200 55 20 0.001 noo Rect 1.3 10 0.0 0.000 Presize 77 67 0A63 0.337 -- -Duct Name: ST-180, Feeds Into: Living, Effective Length: 5.0 Trunk 0.0003 15.2 217 0.000 Up: ST -160 55 20 0M6 0.000 Rect 5.0 10 0.0 0,000 Presize 302 25 0A64 0.336 YA ..APlan 1116.r v Wednesday, November 20, 2013, 3:01 PM -- -Duct Name: ST-170, Feeds Into: Living, Effective Length: 0.0 Trunk 0.0003 0 0 OMO Up: ST-230 0 0 0,000 OMO Rect 0.7 0 0,0 0.000 Presize 0 0 OMO 0.000 -- -Duct Name: ST-160, Feeds Into: Living, Effective Length: 3.0 Trunk 0,0003 152 227 OMO Up: ST -140 55 20 0.006 0.000 Rect 3.0 10 0.0 OMO Presize 315 15 0A64 0.336 _ - -Duct Name: ST-150, Feeds Into: Living, Effective Length: 2.7 Trunk 0.0003 152 217 OMO Up: ST -180 55 20 0M6 OMO Rect 2.7 10 0.0 OMO Presize 302 133 0A64 01.336 -- -Duct Name: ST-140, Feeds Into: Living, Effective Length: 2.8 Trunk 0M03 152 227 0.000 Up: ST-220 55 20 0M6 0.000 Rect 2.8 10 0.0 0,000 Presize 315 14.2 0.464 0.336 - ...Duct Name: ST-130, Feeds Into: Living, Effective Length: 1.2 Trunk 0M03 152 425 0.000 Up: ST-250 55 20 0,019 OMO Rect 1.2 10 0.0 0.000 Presize 590 5.8 0.465 0.335 ...Duct Name: SR -150, Supplies: PWDR, Fittings: 2-1, 4-AD, Effective Length: 41.9 Runout 0.0003 4 332 0.008 Up: ST -210 128 3,1 0.051 0.014 Rnd 153 4.4 26.5 0M2 Presize 29 16.1 0,442 0,358 -- -Duct Name: SR-160, Supplies: Living, Fittings: 2-1,4-AD, Effective Length: 73.9 Runout 0.0003 7 269 0.003 Up: ST -130 55 5.4 0.019 0.011 Rnd 16.2 7.7 57.7 0.014 Presize 72 29,6 0.451 0.349 -- -Duct Name: ST-190, Feeds Into: Living, Effective Length: 0.8 Trunk 0.0003 15.2 337 0.000 Up: ST-130 55 20 0.013 0.000 Rect O.8 10 0.0 0.000 Presize 468 4.2 0.465 0.335 YA - APlan 1116, rhv Wednesday, November 20, 2013, 3:01 PM MENEM -- - [duct Name: SR -1 Supplies: Living, Fittings: 2-1, 4-AD, Effective Length: 62.4 16 Runout 0M03 7 269 0.003 Up: ST-150 55 5.4 0.019 0M9 Rnd 15.8 7.7 46.5 0.012 Presize 72 29 0.452 0.348 ---Duct Name: ST-200, Feeds Into: Living, Effective Length: 2.7 Trunk 0.0003 15.2 166 OMO Up: ST-150 55 20 0.004 OMO Rect 2.7 10 0.0 OMO Presize 230 113 0.463 0.337 -- - Duct Name: R -1 Supplies: Kitchen/ Dining, Fittings: 2-1, 4-AD, Effective Length: 63.3 Runout 0.0003 7 288 0.002 Up: ST-200 55 5.4 0M2 0.01 Rnd 8.5 7.7 54.8 0,014 Presize 77 15.6 0A50 0.350 ---Duct Name: SR-190, Supplies: Kitchen/Dining, Fitting: 2-1, Effective Length: 29.4 Runout 0.0003 7 288 0.000 Up: ST-190 55 5.4 0.022 0.006 Rnd 1.0 7.7 28.4 0M6 Presize 77 1,8 0.458 0,342 -- - Duct Name: SR-210, Supplies: Bedroom 2, Fittings: 2-1, 4-G, Effective Length: 73.3 Runout 0.0003 7 187 OMI Up: ST-130 55 5.4 0.010 0M6 Rnd 13.7 7,7 59.6 0.007 Presize 50 25 0.457 0.343 111 11 Jill 111111111 ylllli� 1 1 1 11 2 1 1 ON IN 1=4 • Largest trunk diameter: 16 ST-260 Largest runout diameter: 8 SR-110 Smallest trunk diameter: 0 ST-170 Smallest runout diameter: 4 SR-140 YA ..APlan 11 16.rhv Wednesday, November 20, 2013, 3:01 PM Supply fan external static pressure: 0,800 Supply fan device pressure losses: 0.260 Supply fan static pressure available: 0.540 Runout maximum cumulative static pressure loss: 0358 Return loss added to supply: 0.049 Total effective length of return ft.): 190.8 Total effective length of supply ft.): 1991 Overall total effective length ( ft.): 390.5 Design overall friction rate per 100 ft: OA38 ----- ----- 'con SR-150 Low R -150 Low to SR-1 50 (Available SP x 100 /TEL) 225,5 184 Garage (Linked to duct load) 47.5 (Linked to duct load) 457 YA .,.\Plan 111 .rhv Wednesday, November 20, 2013, 3:01 PM . ....... .. ► 4 4 " ------ -- -Duct Name: RT-140, Feeds From: Lower Level, Effective Length: 0.8 Trunk 0.0003 16 502 0.000 Up RT-1 10 75 18 0.023 0.000 Rect 0.8 12 0.0 0.000 Presize 753 3.8 -0,015 0.049 --- Duct Name: RT-150, Effective Length: 6.6 Trunk 0.0003 16 435 0.001 Up: RT-140 75 18 0.018 0,000 Rect 6.6 12 0.0 0.001 Presize 653 32.9 -0.014 0.007 -- -Duct Name: RMT-100, Feeds From: Lower Level, Fittings: 5-H1, 5-0, Effective Length: 143.2 Trunk 0.0003 16 502 0.000 Up: Fan 75 18 0.023 0.033 Rect 0.7 12 142.5 0.033 Presize 753 3,4 4016 0.049 -- -Duct Name: RT-I 10, Feeds From: Lower Level, Effective Length: 0.7 Trunk 0.0003 16 502 0.000 Up: RMT-100 75 18 0.023 0.000 Rect 0,7 12 0.0 0.000 Presize 753 3.3 -0.016 0.049 -- -Duct Name: Low, Returns From: Lower Level, Fittings: 6-C, 6-G, 12-S, Effective Length: 46.2 Runout 0.0003 7 374 0.002 Up: RT- 140 75 5.4 0.033 0.013 Rnd 6.5 7.7 39.7 0.015 Presize 100 11.9 0.000 0.015 -- -Duct Name: RT-120, Feeds From: Living, Effective Length: 9.2 Trunk 0.0003 12 324 0.001 Up: RT-150 75 12 0.015 0.000 Rect 92 10 0.0 0.001 Presize 270 33.6 -0.013 0.002 -- -Duct Name: Main Low, Returns From: Living, Fittings: 6-H, 6-13, Effective Length: 86.1 Runout 0.0003 16 255 0.000 Up RT-150 75 18 0,007 0.006 Rect 1.0 12 85.1 0.006 Presize 383 5 -0-008 0.006 YA ... \Plan I 116. rhv Wednesday, November 20, 2013, 3:01 PM ­Duct Name: High, Returns From: Hall, Effective Length: 0.5 Runout 0.0003 12 324 0.000 Up: RT-130 75 12 0.015 0.000 Rect 0.5 10 0.0 0.000 Presize 270 1.8 -0.013 0.000 Report Units: Pressure: in,wg, Duct lengths: feet, Duct sizes inch, Airflow: CFM, Velocity: ft./min, Temperature: F 11 Largest trunk diameter: 16 RT- 140 Largest runout diameter: 16 Main Low Smallest trunk diameter: 12 RT- 120 Smallest runout diameter: 7 Low Runout maximum cumulative static pressure loss: 0.015 Low Return loss added to supply: 0.049 Total effective length of return ( ft.): 190.8 Low YA ..APlan 11 16.rhv Wednesday, November 20, 2013, 3:01 PM '"'Duct Name: RT-130, Feeds From: Living, Effective Length: 2.2 Trunk 0.0003 12 324 0.000 Up: RT-120 75 12 0.015 0.000 Rect 2.2 10 0.0 0,000 Presize 270 7.9 0.013 0.001 ............ .. ­­­­ .. . . ...... .. . ...... - ----------- . . ......... Total Bu UMM ------- . ............. New Town in dow: Glazing-313, u-value 0.3, SHGC 0.3 146.8 3,040 4,747 4,747 New Town Door: Door-R=2,85 17,8 430 0 137 137 Front Entry: Door- 24 267 0 85 85 12D-Osw: Wall-Frame, R -15 insulation in 2 x 4 stud 1592.3 9,449 0 2,123 2,123 cavity, no board insulation, siding finish, wood studs 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 699.6 3,137 0 515 515 cavity, no board insulation, siding finish, wood studs 16B-38: Roof /Ceiling -Under Attic with Insulation on Attic 525 942 0 627 627 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-38 insulation 226-1 Oph-t: Floor-Slab on grade, Vertical board insulation 58 1,925 0 0 0 covers slab edge and extends straight down to 3' below grade, the covering, R -10 insulation, passive, heavy moist soil 20P-38-c: Floor-Over open crawl space or garage, 317,5 658 0 57 57 Passive, R-38 blanket insulation, carpet covering Subtotals for structure: 19,848 0 8,291 8,291 People: 3 600 690 1,290 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 3,438 -97 1,007 910 Infiltration: Winter CFM: 70, Summer CFM: 59 4,328 -1,278 847 -431 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Blower Heat Gain, 3 watts: 0 0 10 10 Humidification (Winter) 5.58 gal/day 2,045 0 0 0 AED Excursion: 0 0 850 850 Total Building Load Totals: 29,660 -775 12,896 12,121 Y:\ .,.\Plan 11 16.rhv Wednesday, November 20, 2013, 3:01 PM ............. - - - - - - - ------- --- ------- ------- New Town Window: Glazing--3/3, u-value 0.3, SHGC 4,74; 4,747 New Town Door: Door-R=2.85 17.8 430 0 137 137 Front Entry: Door- 24 267 0 85 85 12D-Osw: Wall-Frame, R-15 insulation in 2 x 4 stud 1592.3 9,449 0 2,123 2,123 cavity, no board insulation, siding finish, wood studs 12F-Osw Wall-Frame, R-21 insulation in 2 x 6 stud 699.6 3,137 0 515 515 cavity, no board insulation, siding finish, wood studs 16B-38: Roof/Ceiling-Under Attic with Insulation on Attic 525 942 0 627 627 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-38 insulation 2213-1 Oph-t: Floor-Slab on grade, Vertical board insulation 58 1,925 0 0 0 covers stab edge and extends straight down to 3' below grade, the covering, R -10 insulation, passive, heavy moist soil 20P-38-c: Floor-Over open crawl space or garage, 317.5 658 0 57 57 Passive, R-38 blanket insulation, carpet covering Subtotals for structure: 19,848 0 8,291 8,291 People: 3 600 690 1,290 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 3,438 -97 1,007 910 Infiltration: Winter CFM: 70, Summer CFM: 59 4,328 -1,278 847 -431 Ventilation: Winter CFM: 0, Summer CFM 0 0 0 0 0 Blower Heat Gain, 3 watts: 0 0 10 10 Humidification (Winter) 5.58 gal/day: 2,045 0 0 0 AED Excursion: 0 0 850 850 System 1 System 1 Load Totals: 29,660 -775 12,896 12,121 11 1 kyn# 2EMIi • LVINLim A 1,188 Square ft. Per Ton: 11,318 ow Y:\ ...\Plan 11 16.rhv Wednesday, November 20, 2013, 3:01 PM entData - ------- . ........ .. .. ...... . ry Y:\...\Plan 111 .rhv Wednesday, November 20, 21 13, 3:01 PM e:\..,\Plan 11 16,rhv Wednesday, November 20, 2013, 3:01 PM t �� tau t x�� t .a t t.. t w���. L.1.. i ,..„liixw.. uw ti 1' a\.,..1,.>.. �s�,vw,lty a,..aaa v, �., x.e }lx t 1 ..... ....... ----------- Detailed Room Loads - Room I - Lower Level Load Pro ------ i Room Length: 173.2 tL System Number- I Room Width- 1.0 ft. Zone Number: I Area: 173.0 sq.ft. Supply Air: 161 CFM I Ceiling Height: 10.0 ft. Supply Air Changes: 5.6 AC/hr Volume: 1,732.0 cuft Req. Vent, Cig: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 16 CFM Actual Summer Infil.: 14 CFM �E_ � �M-O�swl �10 �784 MWall- �176 1 5 X 1�322 0.086 .9 1 0 S - Wall- 1 2D -t} 9.8 X 10 98.3 0.086 5.9 583 1.3 0 131 W -Wall-1 2F-Osw 8.8 X 10 78.3 0.065 4.5 351 0.7 0 58 S -Wall-I 2F-Osw 4.2 X 10 34.2 0.065 4.5 153 0.7 0 25 W -Wall-1 2F-Osw 6.2 X 10 37.7 0,065 4.5 169 0x7 0 28 N -Wall-12D-0sw 14 X 10 140 0.086 5.9 831 1.3 0 187 E -Door-New Town Door 2.7 X 6.7 17,8 OMO 24.2 430 7,7 0 137 W -Door-Front Entry 3 X 8 24 0J61 11.1 267 3.5 0 85 W -GIs-New Town Window shgc- 10 0.300 201 207 33.2 0 332 0.30%S S -GIs-New Town Window shgc- 7.5 0.300 20.7 155 16.8 0 126 1 03 O%S I Floor-2213-10ph 58 ft,,Per, 58 0.481 33.2 1,925 0.0 0 0 Subtotals for Structure: 5,855 0 1,285 lnfil,: Win.: 16.3, Sum,: 13.7 580 1.745 1,012 0,341 -299 198 Ductwork: 977 135 AED Excursion: 114 ' Room Totals: 7,844 -299 1,733 EE .. . .... ..... .... .. .. .. ... ... . .... .. ..... . . ..... ... . .............. .. .. . . .. .. .... ..... .......... ... .. . . ..... ... . .. .... ... ... . . .... . ....... ........ . ...... e:\..,\Plan 11 16,rhv Wednesday, November 20, 2013, 3:01 PM Calculation Mode: Htg. & c1g. Occurrences: 1 Room Length: 15.0 ft. System Number: I Room Width: 13.8 ft. Zone Number: 1 Area: 207.0 sq.ft. Supply Air: 154 CFM Ceiling Height. 11.0 ft. Supply Air Changes: 4.0 AC/hr Volume: 2,282.0 cuft Req. Vent. CIg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Venu 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 13 CFM Actual Summer Infil.: 11 CFM ME E -Wall-12F-Osw 15 X 11 147 0.065 4.5 659 ' x Nll 0.7 0 108 S - Wall- 12D -Os 13.8 X 11 1521 0,086 5.9 903 13 0 203 N -Wall- 1 2D-Osw 13.8 X 11 152.1 0.086 5,9 903 13 0 203 E -GIs-New Town Window shgc- 18 0,300 201 373 33,2 0 597 03 0%S, Floor-20P-38 1 X 207.5 207.5 0.030 2.1 430 0.2 0 37 Subtotals for Structure: 3,268 0 1,148 Infil.: Win. 13.2, Sum.: 11.1 469 1.745 819 0.341 -242 160 Ductwork: 581 229 AED Excursion: 193 Equipment: 0 1,200 Room Totals: 4,668 -242 2,931 Y:\...\Plan 11 16,rhv Wednesday, November 20, 2013, 3:01 PM Y:\...\Plan 11 1 .rhv Wednesday, November 20, 201 3, 3:01 PM Room Length: 246.2 ft. System Number: I Room Width: 1.0 ft. Zone Number: 1 Area: 24U Supply Air: 144 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 3.2 AC/hr Volume: 2,708.0 cuft Req. Vent. Clg: • CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 13 CFM Actual Summer InfiL: I I CFM Osw 17.2 X 11 188.9 OM6 5 * 9 1,121 1.3 0 252 -Osw 8.8 X 11 53.8 0.065 4.5 241 0.7 0 40 N -Wall-I 2D-Osw 15.3 X 11 168.6 0.086 5.9 1,001 1.3 0 225 I W -GIs-New Town Window shgc- 17�8 0300 20.7 369 591 03 O%S W -GIs-New Town Window shgc- 115 0.300 20.7 279 33.2 0 448 03 O%S W -GIs-New Town Window shgc- 12 0.300 20.7 248 312 0 398 03 O%S Floor-20P-38 1 X 110 110 0,030 2A 228 02 0 20 Sublotals for Structure: 3,487 0 1,974 Infil,: Win.: 12.8, Sum.: 10.8 455 1.744 793 0,341 -234 155 Ductwork: 609 215 I AED Excursion: 182 People: 200 laqper, 230 sen/per: 1 200 230 Room Totals: 4,889 -34 2,756 Y:\...\Plan 11 1 .rhv Wednesday, November 20, 201 3, 3:01 PM ........ . ... ....... - -- ----- ------- -- -------- ----- ------ .... . ............ . .. .... ..... ... .. .. . ........ . ------ ... ........ . . . ..... . . ----------- ------ -- -------- . . ....... t om oads - Room 4 - PWDR"(�jyqr qq Load ProcqqY�,"" Calculation Mode: Htg, & cig. Occurrences: 1 Room Length: 36,0 ft. System Number: I Room Width: 1.0 ft. Zone Number: 1 Area: 36.0 scift Supply Air. 29 CFM Ceiling Height: 11.0 ft, Supply Air Changes: 4.4 AC/hr Volume: 396.0 cuff. Req. Vent. Cig: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 5 CFM Actual Summer Infil.: 4 CFM S -Wall- I 2F-Osw 4. X 11 44,6 0.065 4.5 200 0.7 0 33 W -Wall-1 217-0sw 6.2 X 11 59.9 0.065 4.5 269 0,7 0 44 1 N -Wall-1 2F-Osw 5.8 X 11 64.1 0.065 4.5 288 0.7 0 47 1 W -GIs-New Town Window shgc- 8 0.300 20.7 166 331 0 265 03 O%S Subtotals for Structure: 923 0 389 'Infil.: Win.: 5.0, Sum,: 4.2 177 1 .745 308 0.340 -91 60 Ductwork 175 41 AED Excursion: 35 Room Totals: 1,406 -91 525 ... .... ... ..... Y:\ ..\Plan 11 16,rhv Wednesday, November 20, 2013, 3:01 PM :1�11�1111�1�jq qj;;Ijp;11��111111 i I 11i 1111 110=r Mni� =M 11 1 UJI Lire) Calculation Mode: Htg. & c1g, Occurrences: 1 Room Length: 15.0 ft. System Number: 1 Room Width: 1 02 ft. Zone Number: 1 Area: 153.0 sqft. Supply Air: 99 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.9 AC/hr Volume: 1,220.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent,: 0 CFM Percent of Supply: 0 % Actual Winter Infil. 8 CFM Actual Summer Infil.: 7 CFM NO M W� E -Wall- I 2F-Osw 15 X 8 95 0.065 4.5 426 01 0 70 S -Wall-12D-Osw 10.2 X 8 81.4 0,086 5.9 483 13 0 108 N -Wall-1 2D-Osw 10.2 X 8 81.4 0,086 5.9 483 1.3 0 108 E -GIs-New Town Window shgc- 25 0.300 20.7 518 332 0 829 0.30%S UP-Cell-1613-38 152.5 X 1 152.5 0.026 1.8 274 1.2 0 182 Subtotals for Structure: 2,184 0 1,297 Infil.: Win.: 7. 9, Sum.: 6.7 283 1 .744 493 0.343 -146 97 Ductwork. 381 148 AED Excursion: 125 People: 200 fat/per, 230 sen/per: 1 200 230 Room Totals: 3,058 54 1,898 Y:\ ..,\Plan 11 16,rhv Wednesday, November 20, 2013, 3:01 PM - --- ---- -- -------- ; 1M Detailed Room Loads - Room 6 - MB R cedy Load : �ypMge l - - ---- --------- Room Length: 206.4 ft. System Number: I Room Width: 1.0 ft. Zone Number: I Area: 206.0 sq.ft. Supply Air: 128 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 41 AC/hr Volume: 1,652.6 cuft. Re q. Vent. CIg: 0 CFM Number of Registers: 2 Actual Winter Vent. 0 CFM Percent of Supply.: 0 % Actual Summer Vent: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 9 CFM Actual Summer Infil.: 8 CFM S -Wall-121 -Osw 14.3 X 114.6 0,086 5.9 680 13 0 153 W -Wall-1 2F-Osw 15 X 8 85 0.065 4,5 381 0.7 0 62 N - Wall- 12D-Os 12 X 8 96 0.086 5.9 570 1.3 0 128 W -GIs-New Town Window shgc- 25 0,300 20.7 518 33.2 0 829 0.30%S W -GIs-New Town Window shgc- 10 0.300 20.7 207 312 0 332 0.30%S UP- Cell -1 8 206.4 X 1 206.4 0.026 1.8 370 12 0 247 Subtotals for Structure: 2,726 0 1,751 Infil.- Win.: 9.3, Sum.: 7,8 331 1.745 577 0.342 -170 113 Ductwork: 470 191 AFC Excursion: 161 People: 200 fat/per, 230 sen/per: 1 200 23 0 Room Totals: 3,773 30 2,447 .. ....... . . . . . . Y:\ ... \Plan 1116.rhv Wednesday, November 20, 2013, 3:01 PM -- ----- �� ----- -- t v} t , ��tit } t 1 ':Y ,i 1 �Y tl` 13t l i tt..:l 1 ti 1,, } 11 1 1 1 1 ➢t tt \. 1 1 � it... Roolml.Loal.d,s.-- Load Procedu Room Length 51 ft. System Number: I Room Width. 10.5 ft. Zone Number: I Area: 60.0 sq.ft. Supply Air: 18 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 2.2 AC/ hr Volume: 476.0 cu.ft. Re q. Vent. Clg: 0 CFM Number of Registers: I Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply, 0 % Actual Winter Infil.: 2 CFM Actual Summer Infil,: 2 CFM M WW �w1 S - 1 D - 0 X 8 84 0.086 5.9 498 1.3 0 112 UP- Cell - 1 613 - 8 59.5 X 1 59.5 0.026 1.8 107 12 0 71 Subtotals for Structure: 605 0 183 Infil.: Win.: 2.4, Sum.: 2.0 84 1.750 147 0.345 -43 29 Ductwork: 107 19 AFC Excursion: 16 Room Totals: 859 -43 248 �:\...\Plan 1116.rhv Wednesday, November 20, 2013, 3:01 PM & c1g. 106.6 0.026 1.8 191 1.2 Occurrences: 1 Subtotals for Structure: 106.6 ft. System Number: I 103 1.744 179 0.341 1.0 ft. Zone Number: 1 107.0 sq.ft. Supply Air: 23 CFM 8.0 ft. Supply Air Changes: 1.6 AC/hr 852.0 cuff. Req. Vent, Clg: 0 CFM I Actual Winter Vent.: 0 CFM 23 CFM Percent of Supply.: 0 % 4 in. Actual Summer Vent.: 0 CFM 264 ft./min, Percent of Supply: 0 % 264 ft./min. Actual Winter Infil.: 3 CFM 0.059 in.wg./100 ft. Actual Summer Infil.: 2 CFM UP-Cefl-1613-38 106.6 X 1 106.6 0.026 1.8 191 1.2 0 127 Subtotals for Structure: 800 0 264 1 Infil.: Win.: 2.9, Sum.: 2.4 103 1.744 179 0.341 -53 35 Ductwork: 139 27 AED Excursion: 23 Room Totals: 1,118 -53 349 Y :\...\Plan 11 16.rhv Wednesday, November 20, 2013, 3:01 PM I Lower Level 173 7,844 161 7,7 1,733 -299 96 161 2 Kitchen/Dining 207 4,668 96 7,7 - 2,931 -242 163 154 3 Living 246 4,889 100 7,7 - 2,756 -34 153 144 4 PWDR 36 1,406 29 4 - 525 -91 29 29 5 Bedroom 2 153 3,058 63 7,7 - 1,898 54 105 99 6 MBR 206 3,773 78 8,8 - 2,447 30 136 128 7 Bath 60 859 18 4 - 248 -43 14 18 8 Hall 107 1,118 23 1 1-4 264 349 -53 19 23 Blower Power 10 Humidification 2,045 Duct Latent -97 System 1 total 1,188 29,660 568 12,896 -775 716 675 System I Main Trunk Size: 18x12 in, Velocity: 453 ft./min Loss per 100 ft.: 0.020 in,wg Duct size results above are from Manual D Ductsize except where indicated otherwise. Runout duct velocities are not printed with duct size results from Manual D Ductsize since they can vary within the room. See the Manual D Ductsize report for duct velocities and other data. I Indicates duct sized with Rhvac's built-in duct sizing rather than with Manual D Ductsize. Carrier Natural Gas or Propane Furnace 92.1 AFUE I it f. Y:\.,.\Plan 1116,r v Wednesday, November 20, 2013, 3:01 PM Actual: 1.50 100%/0% 18,000 0 18,000 �Rk' L ower • * 16 161 161 161 161 7,7 2 Kitchen/Dining *163 152 '1 148 152 143 136 152 7,7 3 Living *153 122 t! 119 14 • 29 29 29 . 29 29 29 4 Bedr oom 94 77 68 *t 6 MBR * 136 110 82 1 127 117 98 125 8,8 B ath • r • • 18 A 18 18 18 M Hall *23 23 23 23 23 23 23 23 1-4 Ind o a ro tations. nP� 0 0 y. 45 Northwest 626 11,282 -776 0.94 1 90 North 568 9,407 -776 0,78 135 Northeast 608 10,955 -776 091 180 East 666 12,003 -776 1.00 S 27 0- : ♦ 89 . So u th wes t ♦ « • • * : y• • Indicates highest value of all rotations. l YA ..APlan 1116,rhv Wednesday, November 20, 2013, 3:01 PM t ��.^k y i t i1� t t t y � tl eta t� Rotation �.` . F _. w 1 } Building Rotation Tonnage E :.... ....... ....... ................. 3 4 { E r t E 3 I l .,....,.,.,, ............... ..... I 1 j i f S, .... ... ........ ,.......... ............�,... ..,.,,.,.,...,.. .,.,...,,......, x S b 0 OS WI C.} 's I i s x E k } 1 t } i ii 4 � , 2 0 t West Northwest North Northeast East Southeast South Southwest Direction Front doer Face I t Building NetTonraage i c i E i Z f 1 I ........ _.. , . __ ....... , ... .._ .. . . . .., ._ ..,_a.. . i Y:\ ... \Plan 1116.rhv Wednesday, November 20, 2010, 3;01 PM - ---- --------- ------------ --- - .. .. .. .... t 1t Bukqipg Plota,to'n rt-( . .. ....... ... ..... . . Building Rotation Hourly Net Gain 15,000 F 13,000f'' ..... ... . ...... ..... ... . .... . . ....... 12,000 .. . .... G j A l l 11,000 0,000t .... t . 9,000 ....... ....................... ..... . ........... Gam 9arn loam slam 12 pm I prn 2prn 3pM 4prn 5prn 6pm 7pm Time of Day Front door faces West Front door faces Northwest Front door faces North Front door faces Northeast Front doorfaces East Front door faces Southeast Front doorfaces South Frontdoorfaces Southwest . . .. ........... ... ... ... ... ... ... . . ......... ....... . ..... . . . . . . ........ .... ......... . ... . . ... ....... ....... .. . .... . .... .. ....... ...... ..... .... .. . .. ..... .. .. -- --- - ---------------------- -- ..... , ... .. .. .. ... . .. ........ .. .. ..... ... . .. ......... . .. . ... Y:\.,.\Plan 1116.rhv Wednesday, November 20, 2013, 3:01 PM Date: January 10, 2014 Rating No,: Simulated Performance Analysis Building Name: New Town Builders Rating Org.: EnergyLogic, Inc Owner's Name: New Town Homeowner Phone No,: 970.532.3220 1,800,315.0459 Property: 1119 End Perrins Row Raters Name: Peter Oberharnmer Address: Wheatridge, CO 80033 Ratees No.: 9189857 Builder's Name: New Town Builders Weather Site: Denver, CO Rating Type: Based On Plans File Name: 1119 End Perrins Row big Rating Date: 01110/14 Buildino Information: Conditioned Area (sq it): 1377 Conditioned Volume (cubic ft): 14960 Insulated ShellArea (sq ft) 072 IECC utilizing the Simulated Performance Path. At times the enerWfeaALres--1i-,LP lip input in the analysis, EnergyLogic, Ines field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC Ceilings: 1 Attic: R-38 Blown Attic GI (530 st) R-25.0 continuous insulation, R-13,0 cavity insulation. Name� Flat Insulation Grade: I If fit Face / Inset Comments/Location 2. Attic: R30 Blow Open G1 (58 0) R-17.0 continuous insulation, R-13.0 cavity insulation. Name. Flat edge Insulation Grade: I It III Face / Inset Comments/Location A Waits: REM/Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings, 0 1985-2013Archftectural Energy Corporation, Boulder, Colorado, ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 3 Comments/Location Z Window: Low E 30 / 30 (87 s.f, North), U-Value: 0.300, SHGC: OMO For windows without labeled U-factors, describe features: Name: Back 2x6 Orientation: North Comments/Location 3, Window: Low E 30 / 30 (88 sJ., East),. U-Value: 0.300, SHGC: 0,300 For windows without labeled LI-factors, describe features: Name: Right 2x6 Orientation: East Comments/Location 1 • !1 � 1 1 Cornments/Location Comments/Location R-0.0 continuous insulation, R-50A cavity insulation, Name: Garage Insulation Grade: I It III Face / Insv. Comments/Location 2, Floor: F-Glass 16oc 12" GI (25 s.f), Between conditioned space and ambient conditions R-0.0 continuous insulation, R-50A cavity insulation, Name: Cant Insulation Grade: 1 11 111 Face / Inset CommentstLocation PIMMA11=111 I Slab: R10-S10'w/R10-P18"G1 (188 s.f) R -1 perimeter insulation, R•1 under slab insulation, Name: Slab Insulation Grade: 1 11 111 Face Inset REMIRate - Residential Energy Analysis and Rating Software 04.3 This information does not constitute any warranty of energy cost or savings. Q 1985-2013Archkecturai Energy Corporation, Boulder, Colorado, ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 4 Comments/Location 1, JoistAmbient (90 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-1 9.0 cavity insulation. Name: Ambient Insulation Grade: I It III Face / Inset Comments/Location 2. Joist: Party (41 s.f.), Between coed and another cond unit (adiabatic) R-0,0 continuous insulation, R -13.0 cavity Insulation. Name: Party Insulation Grade: 1 11 111 Face / Inset Mechanical Equipment: 11:1 ! 11:11pial !!ill 11 jl'jj!!lljjp j!Iii! i Make and Model Number I-M gk= Make and Model Number Make and Model Number: Mechanical Ventilation System: Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Exhaust Only, 46 cfm, 24.0 hirs/day, 15,0 watts. System description(make): Air Leakage Control: Blower Door Test at Final House is air-seated so as to achieve 3,00 ACHSO or less at final blower door test. (Max CFM50 is: 748) Visual inspection at rough for mandatory code air barrier and insulation features. REM/Rate - Residential Energy Analysis and Rating Software v14.3 This Information does not constitute any warranty of energy cost or savings. 0 1985-2013Archftecturat Energy Corporation, Boulder, Colorado, ENERGY CODE INSPECTION CHECKLIST 2009 IECC Infiltration limit for the design home is 7 ACHSO, 2012 IECC Infiltration limit for the design home is 3 ACHSO. Duct Leakage and Insulation: and Total Duct Leakage___ 2009 IECC Postconstruction Leakage Test Duct Leakage to Outdoors — 8 OFM25 / 100 sq ft CFX 2009 IECC Rough in Test with AHU: Total Duct Leakage — 6 CFM25 / 100 sq It CFA. 2009 IECC Rough in Test without AHU: Total Duct Leakage 4 CFM25 I 1 sq ft CFX 2012 IECC Postconstruction Leakage Test Total Duct Leakage — 4 CFM25 I 100 sq It CIA. 2012 IECC Rough in Test withoutAHU: Total Duct Leakage— 3 CFM25 /100 sq I't CFA, • REM/Rate - Residential Energy Analysis and Rating Software 04.3 This information does not constitute any warranty of energy cost or savings. 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado, Date: January 10, 2014 Rating No.: Simulated Performance Analysis Property: 1119 End Perrins Row Rating Org,: EnergyLogic, Inc 9.1 Wheatridge, CO 80033 Rater's Name: Peter Oberharnmer Builders Name: New Town Builders Rater's ID: 9189857 Building Name: New Town Builders Rating Date: 01110114 Projected Rating: Based on Plans - Field Confirmation Required. Normalized, Modified End-Use Loads (MMBtulyear) ENERGY STAR As Designed Heating 181 16.4 Cooling: 8.2 63 Water heating: 9.4 9.1 Lighting &Appliances: 16.7 17,9 Total: 531 497 HERS Index of Reference Design Home 72 68 HERS Index w/o PV HERS Index Target (SAF Adjusted) 72 68 HERS Index Size Adjustment Factor: 1.00 HERS index w/o PV<z HERS Index ofRefenince Design Home AND HERS Index <= HERS Index Target to comply. This home MEETS OR EXCEEDS the energy efficiency requirements s ' for designation as an EPA ENERGYSTAR Version 3 Qualifie7d Home. REM/Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado. ENERGY STAR VERSION 3 HOME REPORT New Town udder Page Ty pe o f # +�# • # Sulfur Di (S 0 #- , ,. +► • # -.- REM/Rate - Resi • and Rating So ftware 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado, Date: January 10, 2014 Property: 1119 End Perrins Row Raters Name: Wheatridge, CO 80033 Builder's Name: New Town Builders Building Name. New Town Builders Rating No.: Simulated Performance Analysis Rating Org,: EnergyLogic, Inc Raters Name: Peter Oberharnmer Raters ID: 9189857 Rating Date: 01110114 11��1111 111111111111�1111 1111 11!1 1 j PT, on R-38 Blown Attic G1 U=0,026 None None x6 16oc 8FIR23 G1 U=0.055 None None F-Glass 16oc 12" G1 U=0.024 R10-S10`w/R10-P18"G1 U=U44 Air conditioner, 30,0 k8tuh, 13.0 SEER, Conventional, Gas, 0.62 EF. Heat- Cool=Yes Exhaust Only: 46 cfm, 15.0 watts, 0.300 0,300 a s I kO CFM @ 25 P scall 1.00 CFM @ 25 Pascals Lights and Appliances Percent Interior Lighting: 90= Clothes Dryer Fuel: Electric Percent Garage Lighting: 0.00 Clothes Dryer EF: 2.67 Refrigerator (kWh/yr) 775.00 Clothes Washer LER: 704.00 Dishwasher - Energy 'Factor: 0,60 Clothes Wa Sher dap city: 2.87 Ceiling Fan (cfm/Watt): 0.00 Range/Oven Fuel: Electric REM/Rate - Residential Energy An*sis and Rating Software v14.3 This Information does not constitute any warranty of energy cost or savings, 0 1985-2013Archkecturat Energy Corporation, Boulder, Colorado, --- ------- ENERGY STAR VERSION 3 HOME VERIFICATION SUMMARY vam This home MEETS OR EXCEEDS the EPNs requirements for an ENERGY STAR Home. HERS Index w10 PV <= HERS Index of Reference Design Home AND HERS Index — HERS Index Target to comply. REM/Rate - Residential Energy Analysis and Rating Software v14.3 Date: January 10, 2014 Rating No.: Simulated Performance Analysis Building Name: New Town Builders Rating rg.: EnergyLogic, Inc Owner's Name: New Town Homeowner Phone No.: 970.532.3220 1,800.315.0459 Property: 1119 End Perrins Row Rater's Name: Peter Oberharnmer Address: Wheatridge, CO 80033 Rater's No.: 9189857 Builder's Name: New Town Builders Photovottaics: -0 Weather Site: Denver, CO Rating Type: Based On Plans File Name: 1119 End Perrin s Row.bIg Rating Date: 01/10/14 Window U-Factor Check (Section 402,5) Window U-Factor (Design must be equal or lower): 0.480 0.300 Home Infiltration (Section 402.4.2): PASSES Duct Leakage (Section 403.2.2); PASSES rom"'Wn. nmwg�� k* +� REM/Rate - Residential Energy Analysis and Rating Software 04.3 This information does not constitute any warranty of energy cost or savings. 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado, 2009 IECC As Designed Heating: 409 356 Cooling: 77 90 Water Heating: 160 160 SubTotal - Used to Determine Compliance: 647 606 Lights &Appliances: 599 597 Photovottaics: -0 -0 Service Charger 0 0 --io—ta-1. --- 1246 — 204* Window U-Factor Check (Section 402,5) Window U-Factor (Design must be equal or lower): 0.480 0.300 Home Infiltration (Section 402.4.2): PASSES Duct Leakage (Section 403.2.2); PASSES rom"'Wn. nmwg�� k* +� REM/Rate - Residential Energy Analysis and Rating Software 04.3 This information does not constitute any warranty of energy cost or savings. 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado, 2009 IECC ANNUAL ENERGY COST COMPLIANCE st.:. t..t t° is 't �� tt ::. • - t • „; , „.: •.. _._ ,� µ t..a:. REM/Rate - Resi dential r. and Rating So ftware Date: January 10, 2014 Rating No.: Simulated Performance Analysis Building Name: New Town Builders Rating Org.: EnergyLogic, Inc Owner's Name: New Town Homeowner Phone No.: 970,532.3220 1 .800315,0459 Property: 1119 End Perrins Row Rater's Name: Peter Oberharnmer Address: Wheatridge, CO 80033 Rater's No,: 9189857 Builder's Name: New Town Builders Weather Site: Denver, CO Rating Type: Based On Plans File Name: 1119 End Perrins Row.blg Rating Date: 01110/14 Annual Energy Cost 2012 IECC As Designed Heating: 327 356 Cooling. 97 100 Water Heating: 160 160 SubTotal - toed to Determine Compliance- so$ 616 Lights &Appliances: 599 597 Photovoltaics: -0 -0 Service Charge: 0 0 Total* 1183 1213 Window t9- Factor Check (Section 402,5) Window !l- Factor (Design must be equal or lower): 0,480 0.300 Home Infiltration (Section 402.4.12): PASSES Duct Leakage (Section 403,2,2): PASSES Mechanical Ventilation (Section 403.5): PASSES Conservation �!�ode based on a climate zone • 5B. E���� am= REM/Rate - Residential Energy Analysis and Rating Software 04.3 This Information does not constitute any warranty of energy cost or savings. 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado, Winclow-to-FloorArea # f REM/Rate - Residential Energy # Rating Software r Now Town Buil t En Perrins Row Conditi onedAres: s , Ja`2tlt Es I IP u) ni r ill y u�i ll�l A n n u al s Conditioned Vblume� i cubic t Found � Pl Sedro Use Heating: Fuel-fired air disirmution, Natural gas, 92A AFUE Percent Coollng� Air conditioner, Electric, 13O 1 Water + 40D Gat. Duct Leakage to OuWde: 1,00 CFM25 Hot Water . ♦ ♦ 1 14% Programmable Thermostat Heatmg�Yas Cooling:Yes Ceilin 1 MO Edge I SealedAtfic: NA Exposed Floor R-50 Vaulted Ceifing� NA Window Type: L ow E 3000 A bove G rade 66.7 10 Cl . 00 A F oundation o m. # doo test Registry 10: Ratinghlum Certified Energy Rater Peter Ratin Rating ♦. « For. Now Town Homeowner llaz , Ja`2tlt Es I IP u) ni r ill y u�i ll�l A n n u al s � Pl Use MMStU Cost Percent Heading 29"1 1 C ooling Hot Water 16A $lei 14% Lights/A Pholovoltaics -0.0 S-0 -0% Service Charges F Total 66.7 $1132 tt' This home meets or exceeds the minimum criteria for all of the following,- EPA ENERGY STAR Version 3 Home 2006 international Energy Conservation Code 2009 intemational Energy Conservation Code 2012 tnternatlonal Energy Conservation Cade Date: January 10, 2014 Rating No.: Simulated Performance Analysis Building Name: New Town Builders Rating Org.: EnergyLogic, Inc Owner's Name: New Town Homeowner Phone No,: 970.532.3220 1 ZOU15,0459 Property: 1120 End Perrins Row Rater's Name: Peter Oberhammer Address: Wheatridge, CO 80033 Rater's No.: 9189857 Builder's Name: New Town Builders Weather Site: Denver, CO Rating Type: Based On Plans File Name: 1120 End Perrins, Rowblg Rating Date: 01110/14 Agildinix Information: Conditioned Area (so ft): 1633 Conditioned Volume (cubic ft): 17330 Insulated Shell Area (sq ft): 4388 Ceilings: 1. Attic: R-38 Blown Attic GI (666 s.f.) R-25,0 continuous insulation, R -13.0 cavity insulation, Name: Flat Insulation Grade: I It III Face/inset Comments/Location 2. Attic: R30 Slow Open GI (73 0.) R -17.0 continuous insulation, R -13.0 cavity insulation. Name: Flat edge Insulation Grade: 1 11 111 Face / Inset Comments/Location REM/Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado, ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 2 I Wall'. x6 16oc BF/R23 G1 (616 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-23.0 cavity insulation. Name: Front 2x6 Insulation Grade: 1 11 111 Face / Inset Comments/Location 2, Wall: x4 16oc FB/R1 3 GI (770 s.f.), Between cond and another coed unit (adiabatic) R-00 continuous insulation, R -13.0 cavity insulation. Name: Left 2x4 common Insulation Grade: 1 11 111 Face /inset Comments/Location 3. Wall: x6 16oc BF1R23 GI (440 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-23.0 cavity insulation. Name: Back 2x6 Insulation Grade: 1 11 111 Face / Inset Comments/Location 4, Wall: x6 16oc BF/R23 GI (770 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-23.0 cavity insulation. Name: Right 2x6 Insulation Grade: 1 11 111 Face / Inset Comments/Locafton 5. Wall: x6 16oc BF/R23 GI (176 0.), Between conditioned space and garage R-0,0 continuous insulation, R-23.0 cavity insulation. Name: Garage 2x6 Insulation Grade: 1 11 111 Face/Inset Comments/Location Windows and Skylights: d'AU&I Window: Low E 30130 (139 s.f., South), U- Value: 0.300, SHGC: 0300 Forwindows without labeled U-factors, describe features: Name: Front 2x6 Orientation: South Z;omments/Locabon 2. Window: Low E 30 / 30 (98 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: Back 2x6 Orientation: North REM/Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado, ENERGY CODE INSPECTION CHECKLIST im Comments/Location 3. Window: Low E 30 / 30 (84 s.f, East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: Right 2x6 Orientation: East Comments/Locafion- Commentsil-ocation 11 2. Door� R 5 Garage Entry (18 s,f.), R 5,0 Comments/Location Fd2W3 1 Floor: F-Glass 16oc 12" G1 (469 s.f,), Between conditioned space and garage R-0.0 continuous insulation, R-50A cavity insulation. Name: Garage Insulation Grade: I It III Face / Inset Comments/Location 2. Floor: F-Glass 16oc 12'" G1 (57 s.f), Between conditioned space and ambient conditions R-0.0 continuous insulation, R-50.4 cavity insulation, Name: Cant Insulation Grade: I It III Face / Inset Comments/Location Slab Floors: I Slab: RIO-S10'w/R10-P18"G1 (213 s.f.) R-10.0 perimeter insulation, R-10.0 under slab insulation. Name. Slab Insulation Grade: 1 11 [it Face / Inset Comments/Location REM/Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado, New Town Builders Page 4 I Joist Ambient (92 s,f), Between conditioned space and ambient R-0.0 continuous insulation, R_19.0 cavity insulation. Name :Ambient Insulation Grade: I II III Face / Inset 2. Joist: Party (46 s.f), Between cond and another cond unit (adiabatic) R-0.0 continuous insulation, R -13.0 cavity insulation. Name: Party Insulation Grade: I If III Face / Inset Comments/Location Mechanical Equipment: 1. Heating: Fuel-fired air distribution, Natural gas, 92.1 AFUE. Z Cooling: Air conditioner, Electric, 13,0 SEER' Make and Model Numbec [ 1 3 Water Heating: Conventional, Natural gas, 0.62 EF 40O GaL Make and Model Number. Mechanical Ventilation System: Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Exhaust Only, 46 cfm, 24.0 hrs/day, 15.0 wafts, System description(make): Air Leakage Control: Blower Door Test at Final House is air-sealed so as to achieve 3.O0ACHSO or less at final blower door test ( tax CFM50 is: 867) Visual inspection at rough for mandatory code air barrier and insulation features. INFILTRA11ON REQUIREMENTS FOR IECC. 2j1L#a*MV_4j11 REM/Rate - Residential Energy Analysis and Rating Software v14,3 This Information does not constitute any warranty of energy cost or savings. 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado. ENERGY CO DE INSPECTIO . wit Duct Leakage and Insulation; [ l Duct System 1 Leakage to Outside and Total Duct Leakage Duct System 1 leakage to Outside is specified in REM/Rate at 1.000 Cl'M @ 25 Pascals [ I Duct System 1 Total Duct Leakage is specified in REM /Rate at 1.000 CFM @ 25 Pascals 2009 IECO Postconstruction Leakage Test: Duct Leakage to Outdoors 8 CFM25 / 100 sq ft CFA, '� �in Test without AH U: Total Duct Leakage 4 C FM25 100 sq It CFA, 2012 IECC Postconstruction Leakage Test Tots I Duct Leakage <= 4 CFM25 / 100 sq it C FX 2012 IECC Roug • r. D uct L ea k age # 1. Resi den t ial 2012 IECC Rough in Test without AH U: Total Duct Leakage — 3 C FM25 100 sq it CFA REM/Rate - • A and R a t ing S This information does not constitute any warranty of energy cost or savings, 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado. Date: January 10, 2014 Property: 1120 End Perrins Row Rater's Name: Wheatridge, CO 80033 Builder's Name: New Town Builders Building Name: New Town Builders Rating No,: Simulated Performance Analysis Rating Org.: EnergyLogic, Inc Rater's Name: Peter Oberhammer Rater's ID. 9189857 Rating Date: 01110114 Projected Rating: Based on Plans - Field Confirmation Required. Normalized, Modified End-Use Loads (MMBtutyear) ENERGY STAR As Designed Heating: 1 19,8 1 16,5 Cooling: 9 9.8 7 7.2 Water heating: 1 11.0 1 10,8 Lighting &Appliances: 1 191 2 202 Total: 5 59,8 5 541 HERS Index of Reference Design Home 7 72 6 66 HERS Index w10 PV HERS Index Target (SAP Adjusted) 7 72 6 66 HERS Index Size Adjustment Factor: 1 1.00 HERS index w1b PV- HERS Index of Reference Design Home AND HERS Index - HERS Index Target to comply. • EXCEEDS the energy efficiency requirements for designation as an EPA ENERGY STAR Version 3 Qualified Home. REM/Rate - Residentia I Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings, 0 1•85-2013 Architectural Energy Corporation, Boulder, Colorado, ENE ; • VE H RE New Town Builders Page ♦ i!' '! rt as �..::. .d f r. •" *. w �.. °d i. #... �' i! : r ..,. .. REM/Rate - Resi dential d and Rating So ftware 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado. Date: January 10, 2014 Rating No,: Simulated Performance Analysis Property: 11 20 End Perrins Row Rating Org,: EnergyLogic, Inc Percent Garage Lighting: Wheatridge, CO 80033 Rater' s Name: Peter Oberhammer Builders Name: New Town Builders Rater's ID: 9189857 Building Name: New Town Builders Rating Bate: 01/10/14 R-38 Blown Attic GI U=0.026 None PETATUMIAMMUMM Wridow Ty•e� Window U-Value: Window SHGC: Infiltration: Duct Leakage to Outside: Total Duct Leakage: Fuel-fired air distribution, 55.0 kBtuh, 92.1 AFUE. Air conditioner, 30.0 kBtuh, 13.0 SEER. Conventional, Gas, 0.62 EF. Heat=Yes; Cool=Yes Exhaust Only: 46 cfm, 15.0 watts, 0,16 Low E 30 130 0,300 0.300 Htg: 3,00 CIg: 100ACHSO 1.00 CFM @ 25 Pascals 1.00 CM @ 25 Pascals Lights and Appliances Percent Interior Lighting: 90.00 Clothes Dryer Fuel: Electric Percent Garage Lighting: 0.00 Clothes Dryer EF: 2.67 Refrigerator (kWh/yr): 775.00 Clothes Washer LER: 704.00 Dishwasher Energy Factor: 0:60 Clothes Washer Capacity: - 187 Ceiling Fan (cfmftatt): 0.00 Range/Oven Fuel: Electric REM/Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings, C 1985-2013Archftectural Energy Corporation, Boulder, Colorado, ENERGY STAR VERSION 3 HOME VERIFICATION SUMMARY M M. This home MEE�TS OR EXCEEDS the EPA!s requirements for an ENERGY STAR Home. HERS Index w10 PV <= HERS Index of Reference Design Home AND S Index <= H dex arget to comp ---------- REM/Rate - Residential Energy Analysis and Rating Software v14.3 MINIM KlamirIMMEJERINI&I Elate: January '10,2014 Rating No.: Simulated Performance Analysis Building Name: New Town Builders Rating Org.: EnergyLogic, Inc Owner's Name: New Town Homeowner Phone No.: 970,532.3220 1 .800.315.0459 Property: 1120 End Perrins Row Rater' s Name. Peter Oberhammer Address: Wheatridge, CO 80033 Rater's No.: 9189857 Builder's Name: New Town Builders Lights &Appliances: 678 Weather Site: Denver, CO Rating Type: Based On Plans File Name: 1120 End Perrins Row.big Rating Date: 01/10114 Window U-Factor Check (Section 402.5) Window U-Factor (Design must be equal or lower): 0A80 0,300 Home infiltration (Section 402,4.2): PASSES Duct Leakage (Section 403.2.2): PASSES g1joilluaLyr. V X H= REM/Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado. Annual Energy Cost ($) 2009 IECC As Designed Heating: 443 361 Cooling: 93 102 Water Heating: 184 184 SubTotal - Used to Determine Compliance: 720 647 Lights &Appliances: 678 672 Photovoltaic: -0 -0 Service Charge: 0 0 Total: 1398 1320 Window U-Factor Check (Section 402.5) Window U-Factor (Design must be equal or lower): 0A80 0,300 Home infiltration (Section 402,4.2): PASSES Duct Leakage (Section 403.2.2): PASSES g1joilluaLyr. V X H= REM/Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado. Him= - - - - -- - ----------- 7- REMtRate - Residential Energy Analysis and Rating Software 04.3 M. January 10, 2014 Rating No.: Simulated Performance AnalysE Building Name: New Town Builders Rating Org.: EnergyLogic, Inc Owner's Name: New Town Homeowner Phone No.: 970.532.3220 1,800315,0459 Property: 1120 End Perrins Row Raters Name: Peter Oberhammer Address: Wheatridge, CO 80033 Raters No.: 9189857 Builders Name: New Town Builders Photovottaics: .0 Weather Site; Denver, CO Rating Type: Based On Plans File Name: 1120 End Perrins Row.big Rating Date: 01110/14 ZMM3= �� Window t1- Factor Check (Section 402.5) Window U-Factor (Design must be equal or lower): 0,480 0.300 Home Infiltration (Section 402.4.12): 2012 IECC As Designed Heating: 347 361 Cooling: 117 112 Water Heating: 184 184 - Gsed to Determine Compliance: 648 667 Lights & Appliances: 678 672 Photovottaics: .0 -0 Service Charge: 0 0 0 1326 1329 Window t1- Factor Check (Section 402.5) Window U-Factor (Design must be equal or lower): 0,480 0.300 Home Infiltration (Section 402.4.12): PASSES Duct Leakage (Section 403.2,2): PASSES Mechanical Ventilation (Section 403.5): PASSES 117i Conservation . ..... fflmn��� REM/Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings, 0 1985-2013Archftecturat Energy Corporation, Boulder, Colorado, 2012 IECC ANNUAL ENERGY COST COMPLIANCE This information does not constitute any warranty of energy cost or savings. 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado. 5la J 1120 End Perdns Row Registry 10', Rating Number. Simulated Performance Analysts Certified Energy Rater: Peter Oberhammer Rating mate: 01/10114 Rating Ordered For: New Town Homeowner t � M � IA11A11 � , ,., � a a 1t�3 Estimated Annual Energy Cost Based On Plans Use Mmstu Cost Percent Pleating 29.3 $343 24% Cooling 2.5 $84 7% Pleat Water 18.8 $184 15% LightsiAppliances 20.2 $672 54% Photovoltaics -4.0 5 -0 -0% Service Charges $4 0 i Total 70.8 $9244 100% This home meets or exceeds the minimum criteria for all of the following: EPA ENERGY STAR Version 3 Home 2048 International Energy Conservation Code 2009 Internaflonal Energy Conservation Code 2412 International Energy Conservation Code i TITLE Peter Oberhammer Company EnergyLoglc Address PO Box N City, State, Zip Berthoud, CO 84513 Phone at 974.556.0446 Fax # �Certified Enemy Rater 4 1 CITY OF WHEAT RIDGE Buildin g Inspection Division (.30.1) 1 Inspection line (303) 237-8929 Fax Inspection Type: Job Address: L Permit Number: 2 e r/ * No one available for inspection: Time AM/PM E 14 CITY OF WHEAT RIDGE Inspection Type: • ♦ Address Permit Number: s 4t e4 t - 4i CITY OF f " a s « • ice f3 unciald DO N OT R EMO VE Inspection Type: a ♦ • .* Permit Number: Zoi ' 3 01 L fty of CoMMUNITY DEVELOPMEN'r # # mmirlorm �1 11 !11 111 p� 1111 IIIIIIIIIIIpIIII iiliiiiiiiijji��1111 L111111MINE= Address: CLty, State, Zip: Devi te-,, Cc i. PRO 'm sub controctom Electrical: Plum bin g:my Mechanical: W.R. City License # W.R. City License # W.R. City License # owl 1 Rm MIM, 2111,101411111 vltm�� V City of ]��Wh6atNijge- PUBLIC WORKS STORNINVATER QUALITY MANAGEMENT PROGRAM City of Wheat Ridge Municipal Building 7500 W. 29"' Ave. Wheat Ridge, CO 80033-8001 P: 303,235.2861 F: 303.235.2857 Best Regards, cc: City of Wheat Ridge Storrnwater electronic file www.d.wheatridge.co.us C:\Usets' ppL) Internet File-,\C( iitentOuttook\MZUS539W ApprovalO]1414,doc MEN �- F rom: Kirk Cadotte Seat: Thursday, December 19, 2013 9:38 AM To. 'Kathleen Wanatowic " Subject: RE: 3791 Depew St..doc I spoke with public works after l got off the phone with you a little while ago and they have drainage issues that have to be submitted and approved prior to any work of any kind starting on the project. You can contact Bill Laltow at 303-235- 2 71 for more information. Kirk Cadotte Sr.Combination Inspector /Plans Examiner Office Phone: 303- 235 -2850 Fax. 303 - 237 -8929 Kirk, Please feel free to contact me with any questions or concerns. Kathleen Wanatowicz Community Development Project Manager New Tower Builders Direct Phone: 303.707,440 a 0 From: Mert Moret Sent: Monday, December 16, 2013 10:07 AM To: Kathleen Wanatowicz Subject: FW: 3794 Depew St..doc Fromm: Kirk Cadotte < caddtte ci whe tnd e.co.us Sent: Monday, December 16, 2013 9:58 AM To; r aert.rnoret Onewtownbuilders.com Subject. 3794 Depew St -doc i Kathleen Once l have the attached I'll be able to continue gray review. thanks �i �7} y&\� , � �\ 2 °� i .� \� ° :. � � � \���� a7 . 's' t o 5 n a ^� � �" rz �. 4 w`7 CS z }iii X 5 1 ., C G"a t t 3 } g '� ,,. j v "�, C 3 sw t., i t '} r h y " k a s'C ;"a "tw^ ,t ° x '� ) E a 4ty s° . : .,., r^ .° C `R t~ Ctt .. n � - ix � _ Z \✓ v n r i v, d ti 4s " ,x t) ki ` t "Ff � €' ' . F C rva n A ,*,. . - 4 S y .✓ t g,7 f :.F t t.�. F, P' ...{ Sa �J q S. - r ` i� $.a t t •";` ",) �i. iyY "?: t) ° E.s ,3 r) t 2*' ". '" - C " ` + C q 1 t) t � '*.�✓ � tR R t,} +',1 ,.„ 'v rt '� `, t n y 4 y C S* xc x ek i f a a'S x x z +'C% ft F "Y S'� t ; Ay C IJ > BRIGGS ENGINEERING, INC, ROCKY" MOUNTAIN AREA t MODULAR OFFICE BUILDINGS Zo ".= ciao PAD FLIER TYPE FOUNDATION SC � aw" t w. P t R NOTES - DETAILS moduiv d Rtn9d K 00 ow lk C9 M m wa SCALE And Marc. 4 i� 02/12/2013 291303,01.1 AS SHOWN L.IAMS SCOTSMAN 2012 eu 44 p i� t - 1 2 ' see 0 0 z CA C" y Q ..�..,_..,+ .,..r ... as a7 . 's' t o 5 n a ^� � �" rz �. 4 w`7 CS z }iii X 5 1 ., C G"a t t 3 } g '� ,,. j v "�, C 3 sw t., i t '} r h y " k a s'C ;"a "tw^ ,t ° x '� ) E a 4ty s° . : .,., r^ .° C `R t~ Ctt .. n � - ix � _ Z \✓ v n r i v, d ti 4s " ,x t) ki ` t "Ff � €' ' . F C rva n A ,*,. . - 4 S y .✓ t g,7 f :.F t t.�. F, P' ...{ Sa �J q S. - r ` i� $.a t t •";` ",) �i. iyY "?: t) ° E.s ,3 r) t 2*' ". '" - C " ` + C q 1 t) t � '*.�✓ � tR R t,} +',1 ,.„ 'v rt '� `, t n y 4 y C S* xc x ek i f a a'S x x z +'C% ft F "Y S'� t ; Ay C IJ > BRIGGS ENGINEERING, INC, ROCKY" MOUNTAIN AREA t MODULAR OFFICE BUILDINGS Zo ".= ciao PAD FLIER TYPE FOUNDATION SC � aw" t w. P t R NOTES - DETAILS moduiv d Rtn9d K 00 ow lk C9 M m wa SCALE And Marc. 4 i� 02/12/2013 291303,01.1 AS SHOWN L.IAMS SCOTSMAN 2012 eu BRIGGS ENGINEERING, INC. •....,� yy W ILt.1AM S h� M • �Nlttm N • Ilk 2- 1 �rl------ 2C6� 46 2467 amp I 0 6 z I..A- 170 21, D Il BE ME 11 I • �Nlttm N • Ilk 2- 1 �rl------ 2C6� 46 2467 amp I 0 6 z I..A- 170 21, D Il BE ME 11 i -.,I r t i t ?.:> � m c� ,. C LIJ w �w < :' ic t i t z t ?.:> � m c� ,. C LIJ z t ?.:> � C/ ,. C LIJ < :' ic tzandsca+ga+ A cWtoo.m SHEET 3 OF 9 S ?3r�atan C9�sa�� GENERAL NOTES: I. REFER TO THE ARCHITECTURAL PLANS FOR ADDITIONAL WORK AND CLARIFICATIONS. 2. ENSURE ALL MATERIALS AND METHODS OF CONSTRUCTION TO COMPLY WITH CURRENT NE.C., B.C. NFPA. I.E.C.0 AND LOCAL ADOPTESY OR AMENDED CODES, 3. COORDINATE WITH XCEL ENERGY FOR FINAL TRANSFOR SIZE, VOLTAGE, AND LOCATION. ANY DISCREPANCIES IN XCEL TRAN$F.O*MER SIZING AND / OR LOCATION SHALL BE REPORTED TO ENGINEER FOR REVISED FAULT CURRENT CALCULATIONS AND POSSIBLE RE- 5PECIFIGA1fION OF EQUIPMENT AC RATINGS. 4. SUBMIT ELECTRICAL PLANS TO XCEL ENERGY REPREITATIVE FOR FINAL REVIEW AND COORDINATION PRIOR TO WORK 5, COORDINATE METERING INSTALLATION AND REQUIREME #TS WITH XCEL ENERGY PRIOR TO WORK. CALCULATIONS HUTO- I - PPIMESH e r'IGf COFPO =rT_r 'I CONSULTING ELECTRICAL ENGINEERS ) VOLTS, 1 12SA2P MC Length I #of JConductorJ I Available Fault 410 1 1 16 1 1 V. 303.973.9779 F. 303.973.9759 IRCUIT I V BKR t ° aamm m ■ar■�na■ i ° a oai V I CIRC A OESCRIPT TOTAL Ill 111 TOTAL AMPS: 87.8 NOTE: ELECTRICAL PANEL 15 5UPPLIED WITH MODULAR BUILDING AND ALL BRANCH CIRCUITS ARE PRE -WIRED AT FACTORY. THIS SCHEDULE REPRESENTS TOTAL CODE - CONNECTED LOAD FOR THE TRAILER AS SUPPLIED BY THE MANUFACTURER. Eo EXISTING 50KVA, 240112OV, la, 3W i KVA i POLE MOUNTED TRANSFORMER iLOCATED AT SOUTHWEST CORNER OF PROPERTY. (3 "I, CU)' TO UTILITY COMPANY TRANSFORMER li TEMPORARY, FREE- STANDING li II ELECTRICAL SERVICE MOUNTED TO UNISTRUT STRUCTURE. COORDINATE I it REQUIREMENTS WITH XCEL AND AWL. I it li NEW SERVICE DISCONNECT %, CU GND TO GROUND RODS PER NEC 250. COORDINATE WITH LOCAL AHJ. II �� II r— 20072P - - - - 7I I I 125 e= FFdl-R - -- XCEL WP �I II u II !� II (3 0 1, CU L 1 %, CU) 1 -1/1" PVC INE DIAL Wheat Y1HE4T i� � QU O u �' tONA� Ridge Building Department - A"�praved BTa G of a permit or approval of plans, specifications a ions all not be a permit for, or an approval of, anq violation to any of the provisions of the building code or of any City ordir ances, Permits presuming to give authority to violate or cancel the prow, ons of the building codes or other ordinances of the City shall not Ill APPROVED Subject to Field Inspections Wheat Ridge Building Dept. CONSTRUCTION / SALES TRAILER Date: r— "A" MODULAR TRAILER BUILDING SUPPLIED BY i� WILLIAMS SCOTSMAN, INC. ELECTRICAL i PANEL IS SUPPLIED WITH TRAILER AND i o o I PRE -WIRED AT FACTORY. CONTRACTOR L ��.11; SHALL PROVIDE SERVICE GEAR AND 125A2P FEEDER ONLY. MCB CON kVA DEMAND % DEMAND kVA UGHTING 1.1 125 1.3 RECEPTACLES c 10 Ill 2,2 100 2.2 RECEPTACLES > 10 Il 6.0 50 0.0 LARGEST MOTOR 1 .1 125 12.6 MOTORS 0.0 100 0.0 MISCELLANEOUS •0 100 3.0 MISCELLANEOUS DA 100 0.0 MISCELLANEOUS DED CIRCUITS 2.0 100 2.0 MISCELLANEOUS 010 100 0.0 TOTAL Ill 111 TOTAL AMPS: 87.8 NOTE: ELECTRICAL PANEL 15 5UPPLIED WITH MODULAR BUILDING AND ALL BRANCH CIRCUITS ARE PRE -WIRED AT FACTORY. THIS SCHEDULE REPRESENTS TOTAL CODE - CONNECTED LOAD FOR THE TRAILER AS SUPPLIED BY THE MANUFACTURER. Eo EXISTING 50KVA, 240112OV, la, 3W i KVA i POLE MOUNTED TRANSFORMER iLOCATED AT SOUTHWEST CORNER OF PROPERTY. (3 "I, CU)' TO UTILITY COMPANY TRANSFORMER li TEMPORARY, FREE- STANDING li II ELECTRICAL SERVICE MOUNTED TO UNISTRUT STRUCTURE. COORDINATE I it REQUIREMENTS WITH XCEL AND AWL. I it li NEW SERVICE DISCONNECT %, CU GND TO GROUND RODS PER NEC 250. COORDINATE WITH LOCAL AHJ. II �� II r— 20072P - - - - 7I I I 125 e= FFdl-R - -- XCEL WP �I II u II !� II (3 0 1, CU L 1 %, CU) 1 -1/1" PVC INE DIAL Wheat Y1HE4T i� � QU O u �' tONA� Ridge Building Department - A"�praved BTa G of a permit or approval of plans, specifications a ions all not be a permit for, or an approval of, anq violation to any of the provisions of the building code or of any City ordir ances, Permits presuming to give authority to violate or cancel the prow, ons of the building codes or other ordinances of the City shall not Ill APPROVED Subject to Field Inspections Wheat Ridge Building Dept. CONSTRUCTION / SALES TRAILER Date: r— "A" MODULAR TRAILER BUILDING SUPPLIED BY i� WILLIAMS SCOTSMAN, INC. ELECTRICAL i PANEL IS SUPPLIED WITH TRAILER AND i o o I PRE -WIRED AT FACTORY. CONTRACTOR L ��.11; SHALL PROVIDE SERVICE GEAR AND 125A2P FEEDER ONLY. MCB