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5660 W. 38th Avenue
A I ��! z '44'*0 )1V INSPECTION RECORD Occupancy/Type 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 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 Plumbing Concrete Encased Ground (CEG) Foundation / P.E. Letter Lath / Wall Tie 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 Residential Roofing PERMIT - 201706635 PERMIT NO: 201706635 ISSUED: 08/28/2017 JOB ADDRESS: 5660 W 38th AVE UNIT A EXPIRES: 08/28/2018 JOB DESCRIPTION: Residential Re -roof for 5660 W 38th units A, B, C & D to install GAF Timberline HD asphalt shingles with 32 sq. *** CONTACTS *** OWNER (720)339-1444 NT PERRINS LLC SUB (303)484-9854 Dylan Lucas, Ryan Nichols 120088 Eco Roof and Solar *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: 2946 / MANSFIELD USE: UA / Unassigned BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 16,780.00 FEES Total Valuation 0.00 Use Tax 352.38 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. Midroof & Final Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. j ,r City of Wheat Ridge V_ Residential Roofing PERMIT - 201706635 PERMIT NO: 201706635 ISSUED: JOB ADDRESS: 5660 W 38th AVE UNIT A EXPIRES: JOB DESCRIPTION: Residential Re -roof for 5660 W 38th units A, B, Timberline HD asphalt shingles with 32 sq. 08/28/2017 08/28/2018 C & D to install GAF I, by my signature, do hereby attest that thew 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 ermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed ant a�jl work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature f OWNER o CONTRACTOR (Circle one) Date 1, This p it was issued ased on the information provided in the permit application and accompanying plans and specifications and is suys, o the complia ce with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. Trmit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and reprior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Oand may be subject to a fee equal to one-half of the original permit fee. 3. Ifermit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to f any inspection. Signature o?F01kWffiJAAAU Date REQUESTS MUST BE MADE BY 11:59PM ANY BUNESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett From: no-reply@ci.wheatridge.co.us Sent: Wednesday, August 23, 2017 4:47 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 1t:�' Property Address 5660 W 3�Ave Property Owner Name Perrins Row HOA Property Owner Phone 720-339-1444 Number (enter WITH dashes, eg 303-123-4567) 157 3 6�7. �;3 7 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 Name Contractor's License 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) ECO Roof and Solar 120088 303-484-9854 Contractor Address 610 S Lipan St Denver CO 80223 (Primary address of your business) 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 (contract16780 value or cost of ALL materials and labor) Are you re -decking the No roof? 158 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) Yes 32 GAF Timberline HD Asphalt Tear off to deck install ice and water, 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 159 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. 160 G � (00 W 3 8 ``' Avv 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 Insurer and 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 3"' party vendor: SolarCity. 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 iW Contractor Initials 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(l),(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 services to be furnished or supplied by Contractor. The Compensation Schedule shall be as follows: •l" Payment — 50% of Actual Cash Value (ACV) $65,645.91 + Deductible ($5,000.00) amount due upon commencement of Phase l ..............................$70,645.91 -2 nd 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 ...................................................................... 3,893.12 $6,564.59 Supplements $1 ++ *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 performed 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, mat rials and supplies. However, Client shall be responsible for supplying all water, gas, sewer, anelectricity 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. Safe . 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: Page 4of 4 Client Initials Contractor Initials oto (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 indemnifies and saves harmless the Client against any and all loss, damage, liability, claims, demands, costs, or expenses, including attorney fees and costs of litigation, arising from 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. Warrantv. Contractor hereby warrants that all workmanship perforined 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 terminate 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 andshall 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 toexist. (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 Clientthat 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 perforined. (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 8 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(aecoroofandsolar.com If to Client: Perrin's Row Community Association 5630 W 38"' Ave Wheat Ridge CO 80212 Atm: Perrin's Row HOA Tel.: ( Email: pmiimw;@Zmafl.com imw;@Zmail.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 KO 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 i l of 14 Client Initials V Ly 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 Name: m P _�. Naine 1 n ECO Roof and Solar, Inc.; CONTRACTOR Ey: 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 (convex) 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 P party equipment on site from our supplier. This equipment includes but is not limited to: Use of one (1) 3 axel 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 _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax s l INSPECTION NOTICE Inspection Type: ao /,Z Job Address: e ® aiAQ Permit Number: D DZ %Q _27Df' I � 1111 1' I 1 � ❑ No one available for inspection: Time AM°i`PP �e-Inspection required,-" Ye A When corrections have been made, call for re -inspection at 3033-234-5933 Date: /7 Inspector: J4 �II IDS'" DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: _ v� Job Address: S U 6 (, �r t Permit Number: `'� �� �� b ❑ No one available for inspection: Time I/PM Re -Inspection required: Yes Nei When corrections have been made, {l call 'for `re -inspection at 303-234-5933 Date: 117 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: A,-? -1 Job Address: t) 1_-' �4 cG Permit Number: G r LZ ❑ No one available for inspection: Time ?�! ,, �/PM Re -Inspection required: Yes I'll , When corrections have been made, call for re -inspection at 303-234-5933 Date: nspector: ! ° I`< DO NOT REMOVE THIS NOTICE �. City of Whcat P, , * d M CCf +1tv#UNn'y DEVELOPMENT City of Whet Ridge Municipal Building 7500 W, 29' Ave. Meat Ridge, CO 80033-8001 : 301235.2846 E; 301235.2857 lyalklm- Tf1 ..i LOT ,' ROW FILING NO 2 SUB I hereby certify that the elevation and location of the structural foundation for the above property described above has been measured by me or directly under my supervision. The foundation setbacks and elevations for all building corners as stated herein have been found by me to be in compliance With all municipal setback and elevation requirements, and all civil engineering; and Building; Permit construction plans as approved by the City of Wheat Ridge. The MINIMUM E'TBA CK DISTANCES from the property lines have been determined to be: The setback and Signed Print are identified on the attached exhibit. Date 10 -7 -1 FOR OFFICE U SE ONLY Ap b Inspector Date w w.c .wheatrid e.cep, s Rev 02112 City cif" Whc'afl�jdge C U I LOP City of Wheat Ridge Municipal Building 7500 W. 29"' Ave. Wheat Ridge, CO 0033 -8001 P: 301235.2846 F; 303.235.2 57 ]' FOR OFFICE USE ONLY Approved lay: Inspector Cate Emmmmmum I 1 0- 7-14 v Iw w wwv.ci.w heatrid e.co s 4 Ir City of _/�"'�Wh6atRjcgc , )MMUNrry DEVELOPMENT j COW City of Wheat Ridge Municipal Building 7500 W. 29"' Ave. Wheat Ridge, CO 80033-8001 P: 303,235.2846 F: 303.23 ,2857 PERMIT# ADDRESS: 5660C West 38th Avenue LOT 6 — BLOCK PERRIN'S ROW FILING NO. 2 SUBDIVISION I hereby certify that the elevation and location of the structural foundation for the above property described above has been measured by me or directly under my supervision. The foundation setbacks and elevations for all building corners as stated herein have been found by me to be in compliance with all municipal setback and elevation requirements, and all civil engineering and Building Permit construction plans as approved by the City of Wheat Ridge. I= Date 10-7-14 FOR OFFICE USE ONLY Appmed by: Inspector Date (Surveyor's Seal) wiriv,ei.wheatridge.co.us City of 4c tl �(C_ M hA & A I UNrry DEVEI.OPMFENT City of Wheat Ridge Municipal Building 7500 W1 9"' Ave, Wheat Ridge, CO 80033-8001 P: 3012351846 F: 301235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION PERMIT# :A West 38th Avenue ADDRES,.. LOT 5 BLOCK PERRIN'S ROW FILING NO. 2 SUBDIVISION I hereby certify that the elevation and location of the structural foundation for the above property described above has been measured by me or directly under my supervision. The foundation setbacks and elevations f'or all building corners as stated herein have been found by me to be in compliance with, all municipal setback and elevation requirements, and all civil engineering and Building Pen construction plans as approved by the City of Wheat Ridge. The MINIMUM SETBACK DISTANCES firom the property lines have been determined to be: Date 10-7-14 FOR OFFICE USE ONLY Approved by-, Inspector Date www,ci.wheatridge.co.us Rev 02112 FOR OFFICE USE ONLY N� it of Wh6atl c comm _�d 'I)Nrry DtwuopmENT g 0 MIT= 9 i ill I; Ill i ll I I I Address: Same as Above 110035 Date: I x Planlftnnit# ia+ tmorrisl@solarcity.com Complete all information on BOTH sides of this for Installation of a grid-tied PV system, flush mounted to roof. Sq. FULF Stu's Gallons Amps Squares Other August 18, 2014 Project/Job # 8024752 RE: COVER LETTER Project: Perrins Row - Lot 7 Community 56600 W 38Th Ave. Wheatridge, CO 80212 Digitally signed by Srihari Raghavan To Whom It May Concern, Date: 201. .1 2103:24 -07'00' Design Criteria: I H 08 .18.2014 Page ,S n Way, San Mateo, GA 94402 a a , w« ::r *yx -.. v - Lot 7 Community - Job # 8024752 Gt?NTU Table Cover Letter s Project • • n, Mounting Framing Structural Analysis Nate; per IBC 1613.1, Seismic check i5 not required because Ss = 0.224 < flag and Seismic ign Category (S DC) = 8 , 08.10.2014 tTM SleekMoun PV System Version #17.0 Structural Design Software Pa" # 3 w h m OMW � , � I w � �, � • � � • ppi���,lgi � � II iii �i,�Igi� ������ ��I I II � x � '� .. l u a' V I II ql ����d��i��������} �i1� I�r (M1 e Vi C { « R «. gggg al�. P1r_cdle 1Vigh? .5 0' Page CALCULATION OF ROOF DEAD AND UVE LOADS Number x 4 @ 24 in. yy }} iMiscellaneous INN= QtY 014L SolarCity CANTL CANT R Truss: G3 WGT 'PLY 34-0-0 2,S `12 3055 Ocarview Way 1-1-0 PnijcoName� 8024752 ('011ttionalt solutio"wrIf 155 lbs San Mateo, CA 94402 Designer rMw I SwIfiago 8,11812014 435:52PM TTuss t}tt? "r32 (888) 765 - 2489 pa9v loff vemio": 5, [Build 101 13#3 5-3-2 104-12 1 2 ^f Span 1 QtY 014L OTTR CANTL CANT R PLYS sp-ing WGT 'PLY 34-0-0 2,S `12 1 0-11-0 1-1-0 0-0-0 0-0-0 1 :241n 155 lbs 36.2-0 . ....... ........... ...... t}tt? "r32 4119n 441 tt} 419 i(3 fr4 ..... ........ 712 3440 13#3 5-3-2 104-12 1 2 ^f 0 26-114 1,541 12 4,56 t 341 5X5 1 . ..... 3,U4/ 3X41 U91 4 U4 i 3 --- . ... . . ... 2 4, 5a6- 10 T7 a. 14 . ..... 13 ,3,5x8 -t$• U4 6x44 I,5x3j I 26x3j 0-0-0 2-0-0 2.0-0 0 .11.10 6-9-4 34-0-0 l oath) ; general CSI Summary Deflection tj (k)c) Allowed "" 11, 0,77 To � .2(07 tic � 0,93 d �'l 2) SW U�l 0-12 Lf"9 12 1,1240 Roofs." i. Trim, k o(r,*r) Rat, Wr lnorm NO, NW, � On2 (64 t) MvCM 0,19 in 10 801 0 1 110{ 1. t I k % I I cnxja f000S KU - ! , 5 Reaction Summary JT 14o --- f2mL,tn4c HmAofth i-nounit --- lild 8g NW Rw oull Wow upuft MA UAA MA K"U" R ft, (yiW) 1 1,5 'n Stall 1190 iav - F "ftw - -- - 0 it,, sl it R.0 (ivwi} 1 1,3 in FA M4 ZJ5 in 1, the 0 Ho Material Summary Bracing Summary 'K. SPf 24 0012.0 2. 4 ma pt IV aming shcWhol or pud.v & 2 , 140, Ndnt deow byothnil, 7 MMMILt 2 x 6 HC SPF 2400)2A 2 x 4 mcqw fic limur Sh"hal a, F'ofift, at 10-04t, Nita, dsip, by (Xhal. 1 0-12 AfIf 165013 2. 4 SPF Stud 2 x 4 mcvio" 247 W1650A3 2 x.. 4 14,12 SPF 169iii .5 2,1 4 SPF k2 2 x 4 84" SPF 02 2 a 4 519a SPr 2400f. 2 4 Loads Summary I OlOs ftuws fm bem danplod Rrth eikxu W a blimwod d'*ip snow Wal (P"''. N p,, i) firhipigkho i-wWwwx e VhAWE7 - ?i9 M"'PI a noivil, .9b lbf foullwm9o"M deftni mpql; 10 p0pund "now nxt ft, NOTE Ail fixAkpW wof Won hmhan qn,omi ajj tic iilOu.d mow kAd im hAm .,mi krtheA f,,,- h,*i (N - Pg1, DOI, ps, 2) Flib, invis lyb aw bu dodpoti b, the edkixi, otntsbaRavexxt a.nw krauts, 1) U, 'Adum we the x.ow toxi inpmWRAl on W,, draing thin tws hAy A,(,, bop daipl W mof1k $,,at CTCU) of 241 P4, 4)Nfi0.,nw.mW, Alic iobding in &coldvoc. .,tl§ HiC Itine i607, im W boo Vflied 5 t In &VO'donct with WC 7*h, f 607. k, omnown, "CLES'do not Appty, Lcmd Case D 1; 1 44 Dead Load LWMIbulld Lxibd% %st"a Wcom i li'mum 2 DwRown Snow Slat Lowt 1W tram! 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(U04S1aA N -1 1. otidni9alttf DUD i1Qmcaian ame4 31V Dale kaiui • $ntIno asetld at6utS . ptatl aya ut paPatas Oq ue3 :444 sapoi pta6 3i joads uo JaS st 1ailaAUt 43e3 . It `u t azis 6uws pa3npaa 41!m suotlettelsut 1amod Loot oi atgeitns 1aylanut i saxtew a6ue1 a6eitoA indut aptn+t a4.l %07-6 '; of do jo huaptpa Isa4 ayl saAr6 uotjelado Ssa' paullojsuelj aye I FOR OFFICE USE ONLY A 4 4 1 City of' �� W Cuowlmuwry DEVEL(rIMENT Date. c, (") � I I P1801permit # I VA D (x, Purr Review Fee: 1§11111 ! R ! 5660C W 38th Ave 0 w Andrea Paolucci Afk". 303-345-3500 Address: Same as Above Cj State, Zip: s. tmorrisl@solarcity.com Mechanical: City License # Complete all information on BOTH sides of this form Installation of a grid-tied PV system, flush mounted to roof. wffi�� Qq.FtJLF Stu's Gallons Amps Squares Other Attn.: Trudy Horner, Re: Job 20141727: Paolucci-8024824 — 5660C W 38"' Avenue, Lot 6, Wheatbridge, CO 80212. Subject: Certification Letter A Jobsite observation of the condition of the existing framing system was performed by an audit team from SolarCity. All attached structural calculations are based on these observations and the design criteria listed below: On the above referenced project, the roof structural framing has been reviewed for additional loading due to the installation of the solar PV addition to the roof. The structural review, including the plans and calculations only apply to the section of roof that is directly supporting the solar PV system and its supporting elements. After review it was determined that the existing structure is adequate to carry the loads of PV without a structural upgrade. Design Criteria: • Applicable Codes = 2006 IBC, :DISC E 7-05 and 2005 IDS • Ground Snow Load = 30 p • Roof Dead Load= 6.1 psf (All MPs) • Basic Wind Speed = 100 mph ENposure Category C • Solar modules = as indicated in attached drawings. I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due �u WA1WW111 If you have any questions on the above, do not hesitate to Paul ZaZher, SE - President 8150 Sieav CoRege BWemd, Suh 150 * Rmevh, (A 9566) # 916,961,3960 F * 916,961,3965 # wwImsesom C"") August 20, 2014 SolarCity 3055 Clearview Way an Mateo, CA 94402 TEL: (650) 963-5100, ext 5452 FAX: (650) 638-1029 Attn.: Trudv Homer The following calculations are for the Structural Engineering Design of the Photovoltaic Panels located at 5660C W 38th Avenue, Lot 6, Wheatbridge, CO 80211 Paul Zacher, SE - President M "F• ". I Cl/ ?1(3/ 3, 5 8150 Sierro College Boulevard, Suite 150 * Roseville, (A 95661 # 916.9613960 P # 916,961,3965 * www.pzse.com • w .. . .. .. . p Ground Snow Load 30 psf C, = Exposure Factor 0,9 (ASCE7 - Table 7-2) C = Thermal Factor = I (ASCE7 - Table 7-3) 1 = Importance Factor I pr = 03 C. q l p 19 psf (ASCE7 - Ed 7-1) where p.s 20 psf, P min = I x p. = N/A min snow load where o. > 20 psf, P min = 20 x I = 20 psf min snow load (,,,f sap < 15) Therefore, p = Flat Roof Snow Load = 20 psf ps = Cpf (ASCE7 - Eq 7-2) Cs = Sim Factor p, Sloped Roof Snow Load mo Pat iuo= iL swvs d M"mi"' N- 011,11111 Composition Shingle 2.50 Roof Plywood 2.00 2x4 Rafters @ 24"o.c. 0,73 Vaulted Ceiling UO (Ceiling Not Vaulted) Miscellaneous 0,77 Total Roof DL (MPI) 6.0 pef DL Adjusted to 12 Degree Slope 61 psf W � 1 # 110 Y Standoff Spacing = 156 150 3.50 Tributary Area = 100 100 %'00 Footing Uplift = •237 lb -485 lb -642 Ib ax►mum Design tfplift = -542 l ` Standoff uplift Capacity = 700 lb 700 lb capacity > 642 lb demand Therefore, C �INS' Fastener = 1 - 5/16" dia Lag Number of Fasteners= 1 Minimum Threaded Embed Depth = 2.5 .riloout Capac Per Inch = 205 l Fastener Capacity = 820 l 826 lb capacity > 642 lb demand Therefore, OK of 5 ( Paolucci structural calcs Wmin S 100 mph Exposure Category C Roo Shape Gable /Hip Roof Slope 12 degre Mean hoof Height 22 ft Building Least Width 35 ft Effective €lird Area 17,5 ft � 1 # 110 Y Standoff Spacing = 156 150 3.50 Tributary Area = 100 100 %'00 Footing Uplift = •237 lb -485 lb -642 Ib ax►mum Design tfplift = -542 l ` Standoff uplift Capacity = 700 lb 700 lb capacity > 642 lb demand Therefore, C �INS' Fastener = 1 - 5/16" dia Lag Number of Fasteners= 1 Minimum Threaded Embed Depth = 2.5 .riloout Capac Per Inch = 205 l Fastener Capacity = 820 l 826 lb capacity > 642 lb demand Therefore, OK of 5 ( Paolucci structural calcs Framing Check P1 PASS 875 x 1.15 x 1.5 x 1,15 Allowed Bending Stress : 17353 psi Member Area= 53 in 1 2 F (psi) = 135 psi Table a Allowed Shear = F * A ffi 709 lb Max Shear (V) =w* L / 2 226 lb Allowed > Actual .- 31.9% Stressed — Therefore, OK of Paolucci structural calcs 2x4 106 5.36 aP2 @ 4 "o.c. 0.775 in Deflection Criteria used on - S Sirn le Span Actual Deflection (Total Load) ( (5*w *Ln4) / (384* *I) 0.630 in U148 > U120 Therefore OK Allowed Deflection (Live Load) = U U180 0.516 in Actual Deflec (Live Load) ( (5* *L' * *I) 0.433 in U215 > U180 Therefore OK . l' '?�;Lt� `t ;""�ai 5t i . .. " Allowed > Actual .- 31.9% Stressed — Therefore, OK of Paolucci structural calcs 2x4 106 5.36 aP2 @ 4 "o.c. am mmumm 5 of 5 Paolucci structural caics 4 I R VIATI ELECTRICAL TE LIE ` A 1. WHERE ALL TERMINALS F THE DISCONNECTING PV1 COVER SHEET } �. AC AMPERE MEANS MAY BE `ENERGIZED IN THE OPEN PV SITE PLAN f ollowing codes 20 T .., 00 BLDG ALTERNATING CURRENT BUILDING POSITION, A SIGN WILL BE PROVIDED WARNING PV3 STRUCTURAL VIEWS ' 01 C . TYPE EC #X3041 CONC CONCRETE OF THE HAZARDS PER ART. 690.17. P 4 STRUCTURAL VIEWS COMBINER BOX 2. EACH UNGROUNDED CONDUCTOR OF THE 5 THREE LINE DIAGRAM D DISTRIBUTION PANEL MUL11 BRANCH CIRCUIT WILL BE IDENTIFIED PVPV5 AL T CALCULATIONS ELECTRICAL CA EL EC R IC DC DIRECT CURRENT BY PHASE AND SYSTEM PER ART. 210.5. LUTSHE A TTACHE D EC EQUIPMENT GROUNDING CONDUCTOR 3• A NATIONALLY - RECOGNIZED TESTING (E) EXISTING LABORATORY SHALL LIST ALL EQUIPMENT IN EMT ELECTRICAL METALLIC TUBING COMPLIANCE WITH ART, 110.3, G SOLAR GUARD METER 4, CIRCUITS OVER 250V TO GROUND SHALL COMPLY WITH ART, 250.97, 2 % 92 (B) J URISDICTI O N TE GALV GALVANIZED GEC GROUNDING ELECTRODE CONDUCTOR 5, DC CONDUCTORS EITHER DO NOT ENTER GND GROUND ARE RACEWAYS EN TES HDG HOT DIPPED GALVANIZED TO OR ENCLOSURES TTHE F FIRST ACCESSIBLE DC I CURRENT DISCONNECTING MEANS PER ART. 90.1(E). Imp CURRENT AT MAX POWER 6. ALL WIRES SHALL BE PROVIDED -WITH STRAIN INVS INVERTERS RELIEF AT ALL ENTRY INTO BOXES A I c SHORT CIRCUIT CURRENT REQUIRED BY UL LISTING. 1. THIS SYSTEM IS GRID- INTERTIED VIA A kVA KILOVOLT AMPERE 7. MODULE FRAMES SHALL BE GROUNDED AT THE UL- LISTED POWER- CONDITIONING INVERTER.. kW KILOWATT UL LOCATION PROVIDED BY THE 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. LBW LOAD BEARING WALL MANUFACTURER USING UL LISTED GROUNDING 3. PHOTOVOLTAIC SOURCE AND INPUT CIRCUITS AND ` MIN MINIMUM HARDWARE. INVERTER INPUT CIRCUIT ARE UNGROUNDED. MIR MIRROR B. ALL EXPOSED METAL PARTS (MODULE FRAMES, 4. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED Wheat Rldqu Bu ildi ng (N) NEW RAIL, BOXES, ETC.) SHALL BE GROUNDED USING 5. ALL WORK TO BE DONE TO 2009 INTERNATIONAL CODE. ' NEC NATIONAL ELECTRIC CODE UL LISTED LAY -IN LUGS LISTED FOR THE BUILDING NIC NOT IN CONTRACT PURPOSE. POSTS SHALL BE MADE 6, ALL ELECTRICAL WORTS SHALL COMPLY WITH THE NTS NOT TO SCALE ELECTRICALLY CONTINUOUS WITH ATTACHED 2011 NATIONAL ELECTRIC CODE. 14 DATE OC ON CENTER RAIL. P PANEL BOARD 9, MODULE FRAMES, RAIL, AND POSTS SHALL BE VAfift of permit. The i t rro Rt f i "s, . PL PROPERTY LINES BONDED WITH EQUIPMENT GROUND CONDUCTORS Shoff not be i permit tor, or an appM of, gay V 104* M t PV PHOTOVOLTAIC AND GROUNDED AT THE MAIN ELECTRIC PANEL: AMY Of ft P rovisions Of tli uilding code o r of any Cft aid €n PVC POLYVINYL CHLORIDE 10. THE DC GROUNDING ELECTRODE CONDUCTOR VIC IN ITY 3bMi t0 give i A uIldin ca ps rdy t violate R I the riivl iiiraraces, S SUBPANEL SHALL BE SIZED ACCORDING TO ART. or other r of the City shad nirbe vatld. SCH SCHEDULE 250A66(B) & 690.47. SS STAINLESS STEEL ,. APPR VE SSD SEE STRUCTURAL DRAWINGS Irt itti Rd c Field 1 i t `l r STC STANDARD TESTING CONDITIONS Ski SOLAR WATER HEATER wal marl F TYP TYPICAL IttOP i3ti iz i ttn r Ridg uildin Dept LION UNLESS OTHERWISE NOTED LIPS UNINTERRUP11BLE POWER SUPPLY S t i O aav r I mTiT o us U ve V VOLT t sl t n Legendary ail w , Vmp VOLTAGE AT MAX POWER Bitr H °ti ig e Plan checker Vac VOLTAGE AT OPEN CIRCUIT W WATT M.� —J 3R NEMA 3R, RAINTIGHT [ rather K ing Jr lv c €tE BY SATE COMMENTS Niar nn LoIN r a "iig „t,` it.. ,gym w3 4 COWDEN - K INIMM ATION CENT ANYONE NOT FOR THE BENER AN EXCEPT T RCtTY INC,. JDB �' Q � } P Re p �+��yy [J Ltd NIRAJ NISCHAL t !►'�# larAo* r PA T: S NOR SHALL IT OR N. HOMES 12 CANADIAN SOLAR CS6P -250P 38 T H A VE . 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W.M. 9- S (888)-SOL-CnY (765-2489) www,sdardty,com w WAIC M � E �ftits - ,nupr aPPOW 90 EId %* mwo�,; atisqomu 64 €sn 4unoc ,, y dwo oL41 o4 400j 6uqaA.9j, joqsem 6wjvas qpm E'L'L L U04 39S SM o4 juensind bel Ifvjsq bqqsq,f uodn pax,44wo �uno�,tq dwoo 90 pid a# wigs ; 40 xqAel jaddn,*pun Wqsvj3 junoLty dwoo posup jURjP9S 6LV400j t4pm afoq jold Ivan Z I' L U 1 3(3e 4 led OZK_' . *uqjsc .jo3 Jajawv€(] jadO 4 9 1 0 H 1 WIG suoijonjisul uotlelle1sul LI dwoC) - wj junoW)joajS ApojejoS buqsrsj juno pq dwoj luF du, ,majo�-, 6vl j00J &hjiAA9 M9,10q aUqWA,qL/ sjuouodwoC) suo�joun uiukleds 4UGA,10; aqpoijddV . aouejs c'*,I uo,sauoom,� s4uauodwoo P,4z�pouv . buqsPg oojWo4em PaZrUeAJP6 P - aO�Aap buipunok SP L9t TI 0 4 Pais l - 11.3 PuP in d9Z punwo * buiptlog pup 6u�punolq, se COL f in oi paissi i _U3 daZ puntil o pue � * COLZ 1(1 0 1 P ifj walsAs kip SaDiA@P buipunok pup :joojja4uj . saInpow &N j , ,Ajq!jedwoo daZ POM� COL 'in PUE 9XMPIEL� jq0S daz sozion dwoo - w junoW)jqajS 14!ojelos 8'rontCover ayatcrtr, d BdC is tclaJ UiC. uaa� tne�as cuscacdse,.p {xvay- v,ap�sc+ud:ac Key Features silicon Cells laminated with a white back s heet and framed JJ_s0X E with black anodized aluminum, The black - framed CS6P -PX * Quick and easy to install - dramatically is the perfect choice for customers who are looking for a high reduces installation time quality aesthetic module with lowest system cost. • Lower system costs - can cut rooftop Best Quality installation coasts in half Open circuit Voltage (Vo6 } 36 9V 3 Q r 37 Y 3> 2V { 37 dY isc P 065 %"C Normal Operating Cell Temperature * 235 quality control points in module production • Aesthetic seamless appearance - low profile * EL screening to eliminate product defects with auto leveling and alignment * Current binning to improve system performance Performance at Low Irradiance * Accredited Salt mist resistant • Built -in hyper - bonded grounding system - if it's a ..� M aximum Series ruse Rattnq l 15A mounted, it's grounded Best Warranty Insurance • Theft resistant hardware * 25 years worldwide coverage (AM 1.5, 25 V) * 100% warranty term coverage • Ultra-low parts count - 3 parts for the mounting * Providing third party bankruptcy rights and grounding system * Non-cancellable • Industry first comprehensive warranty insurance by * Immediate coverage AM Best rated leading insurance companies in the * Insured by 3 world trap Insurance companies world Comprehensive Certificates • industry leading plus only power tolerance , 0 , -+S * iEC 61215, IEC 61730 IEC61701 ED2, UL1703, • Backward compatibility with all standard rooftop and CEC Listed, CE and MCS ground mounting Systems * IS09001: 2008: Quality Management System * lSOJS16949 2009: The automotive quality • Backed By Our New 10125 Linear Power Warranty management system Plus our added 25 year insurance :coverage * 1S014001:2004 Standards for Environmental management system "Ift A # V �ti * 000800 0 HSPM The Certification for f r tilya Dees ty Hazardous Substances Regulations C ^ * OH SAS 18 41:2007 International standards for occupational health and safety 6 14 1s zo 25 * REACH Compliance • 10 year product warranty on materials and workmanship t G x 'S iipi 25 year linear power output w+arranty wl w,canadiansolar.com 8'rontCover 3 2mm Terimered glass B lack - frame d Electrical Data JJ_s0X E m ... 235FXGS6is24CdFXCS &F2456�CSW- C5{7{��6 -"55tX Temp erature Chara p " Nominal 5aaxanum Posner Pmax} .. .#SVa+ 24ob`J .} 245ki. i ' 255W ... _ ... C)pidmiurn CaperatknYoltae {Vn"} 29 SV - 29.9y._,.. Connectors OpSrrnuen a'3pdradtrag Current C2mp} i 7,SOA Q3A 8 t 7A 8,30A A 4'iA E Temperature Coefficient Open circuit Voltage (Vo6 } 36 9V 3 Q r 37 Y 3> 2V { 37 dY isc P 065 %"C Normal Operating Cell Temperature Short Circuit Current (isc) j 8 46A ` 8 59A 834A 8,87A 9,00A 46t2"C _. e elutittclax Efficiency 14 8155 925& f 5 23°r "5 X4% 15,85% M odule 8 .. „m. „_.... _. .. n _ .... ..... .. ..._...�.....�..., _.3 _ 4 , .m „..... t .�.a I -fit Curves (C 6fP - 5PX Operating Temperature 40' 85C Performance at Low Irradiance Maximum System Voltage 1�ptl43 &�Ct +6GDY�EPt� , ... Industry leading performance at tow Irradiation a ..� M aximum Series ruse Rattnq l 15A environment, +95,5 module efficiency from an n CIaS 1p£attOR CiaaS p Appltcatssa l irradiance of t ()�illV im to "200w /m' ,._.._ ., .�...._ ....,..... e. _,., _.,. Power Tolitionee _...._. , o _ +6vd .m... .. ,_,.. (AM 1.5, 25 V) „.. . ..: Und *c tamfrard Test Crindtoon* fSTC) of irradseancoof lt00nikfm AaectamAdl1,6 and *n tempanou'60126r Engineering Drawings fii YCT C56P 235F+ CS6P 240P )(('SW 2451 CS8 25C4PX�CS6P 25 Nommaid§sximum tPetlax) 170W 174W � jPBw r 8 W Itiths � Captamu Capdrattn Voltage P 2V 27 3 n7 41r 17 iV 27 51 -.x� n {Vmp) Optimum Operating Current flirm) � b 2 ?A 6 3BA � 6 49A 6 BUA � 6 71A Open Circuit Voltage (Voc) .,_e. 33,9V 34 dv 34 IV 34,2V 34A { � S Circuit Current (Is � 6,86A � 6,96A � 7,08A � 7 7,29A i . __ � � I i.antSWC PvrbG}TtLdi (a`!>S3t"Itlb"€{� �”„ @Si "rdatt}aaYtatUt(+ [fxyTbta S3wt4 £ftLk«r RI p *pecitaren Ale 1.tS, sn'tl�u� *Ytj d xChpd4at ryb.i C ^ .Mnd speed f mra Mechanical Data _ CailType Pciycrys'taitmel56xl56mrrs n or38usbars i ” Celt Arrangement 60(6XIO) Dimensions 1638 x. 982 x 40min (64,5 x 38.7 x 1 57in) . .,_____ . ___.1...__ ....._..,..... ..._ ............. ._.._.,...,.,.. 1 ? ”, �... ° tl a. Weight ' 26 5kg t45 2 Ohs} s f "s 8'rontCover 3 2mm Terimered glass Frame Materiel Anodized s9umEnd m a3ir p JJ_s0X E IP65. 3 dardes ' Cable 4pim' (IEC.)1 2AWG(UL) I000mn2 � m. m..,.,. _,...._.�_.. j Connectors R9C4 or MCA Comp Standard Packaging (Modules per Polito) 24pcs , Module, Pieces per container 40 it, Container ".,.. e I -fit Curves (C 6fP - 5PX Section A -A x S ";?ia6 ktl4:d9lttACtR @nCCUdeC} irk fts drinuilaeet am sutown to change without roo, Y't0ca rN -tkrWO T C.,Iylr90 0 20!X1 dar+SSoarimc. CSino-ii- rvis - uq , c) E-IAd sca; W14 aanpwd ( saajeaAut opS 9£#'V '! sari ;, ..... 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(tsa Pue Is ?3 :80AME) scarf) Smyaa.t=p;uase4tp U1 pe;uquo sAesx-gns d; Luck# suai;edt3assta luesa sp dmi 4M Sutai;etgetsu dCY4C"aCS3 .FUG tn;a5n A;¢et;7adSa of Sq '(Id& %0 fluaajae'3 MOd 0 04Mq la0P€.aa €30gua Offs- jndtv ;crap e SJaj sag MMP s¢ad; ImU00 e Ap adww, at ;z dt? 5au8ias e aaZM a ' .asst 6W SaAS A6s �a4a t.a� 0a a J dt tdS � g � �J 3 M4 0(41 lsa> UI 041106 tad SAW€ O - aw(Nq 6, ",€t kJe 4 A6, uta sh 4r3o k drs; ;€aas da staUwnu Nod s tug geis dA; apl S;Uattt,Aid Oa Slab IOAaap 46 atil €wuzs lssrgd a g6ws go Aja,,UL,t si4j City of idgle W h (-,� al COMMUNITY l,,)EVEI.,OPh4E' N0#0*A*WW 5660D W 38th Ave ��� p Shareen Connors ft": 720-235-9552 Address: Same as Above ci 110035 919-622-3772 5 @solarcity.com F AIT :OFFICE U=S L Y Date: PlanlPermll 4 V \ lllql� c•=1111111c= Installation of a grid-tied PV system, flush mounted to roof. ORM111 I== Amps Squares Other * wt August 18, 2014 Prof Job # 8 024751 a RE: COVER LETTER �xtetllfl tllttr���e Project: Prrins Rowe . Lot 5 Community I certify that the structural toof framing and the new attachme that directly support the gravity loading from PV modules have been rev iew ed add determined to meet or d' requirements of the 2009 I IR.' Please contact me with any questions or concerns regarding this project, 08.18.2014 Page a Note: per IBC 1613.1; Seismic check is not required because Ss = 0.224 < 0.4g and Seismic Design Category (S = 8 < D Latitude: 39.769153, Longitude: -105.058401, Exposure Category' C 08.18.2014 Version *17.0 ' ." P"e Structural Design Software •. �. IN i O , MEMO Mi » 1 1 2 .5 psf _ CULATION O DEAD ANDUVE 140$ Page # 5 ip— IN -« . , « TOM � q i o Pe « • O .C. « Miscellaneous Iterm C on1polumi &A Uti on s M Truss Vasion: 53 [Build 101 SolarCity 3055 Clearview Way San Mateo, CA 94402 (888) 7652489 Tru ss: G3 PaijectNmm 8024751 Datc 811812 3:14;164$M Page: I oft Span N'tch Q 61441. 0148 CANT L ('ANT R PLYS *Cing INGTAIII-Y 34-1-0 2 A 2 1-2-0 0.0-0 0-0-0 1 24 in 156 Ibs 5-0-0 7.1-0 5-3-0 15-3-0 20�2.0 27-0-0 150031 15 t2 5x61 x7 a 3Y,8 7 54 -4tt 3X7 1 4 3x4 ti -� -,r -- " 4 -------- 1 Z 16 ........ . . 5:5 — --------- -- 4)SU(2) 2 US - 10 . . . ......... 4X8 - 17 16 95 14 13 1,2501 Ix4 - I5x10-18- 605 - I,5x31 0-0-0 2-" 240 ....... .... . ...... . .. . .... 5-3-0 1013-0 20-2-0 27-0-0 34-1-0 tctadln General CSI Summary Deflection L/ (loc) Allowed Wxi T BhIg ("We WC 2 €t 9, I O,gx 41'2} 7 HI C.,'y44 t2 L I I80 W Ipt f.200'7 DC: �:." (174 t Vdk 11-1 OA8 in L 1830 2 L 1 240 ali 'a Per Nibr Inomo 7 Yea WON 97 iA HOW, it" 024 it, BCII,: 0 0,0A, :. M% I I CaV Wo, Kcx , LS Reaction Summary h4a Raict MAW GWV ba NU, wj- I M H &W AVAIt t 33 i. Spm(��Puke r ft 2,77 o 1:76 7 Rn 0 Ibs Material Summary Draving Summary TC 1 40012A 2 x 4 ccry X "War, sbeathal 7-19 SIT 2 "XYL8 2x 6 BC SPF210VttI,8 2 4 OC ane-g" sbembed Web, SPF IQAOA s 2 4 mwu 2,iA SPY iwd 2 x 4 114 Spy SUid 2 x 4 840 SPF 92 2 x 4 346 SPF SuW 2 . 4 5 4 SPF Stud 2 x 4 940 SPF Saud 1. 4 SWkI SPY MOA.s 2a 6 Loads Summary Lis, 2) Than M- b& not tctu dtsignva F,,r the vffio, Orvhalaaui wow 10my, 1) In Midait'. K, the 'Aa. k"'ding, , pvrW On this dm tM, tm,, ha 460 bwx d,AIp%xI fe, a mta4 bw k,W (K'U.) o f 70 Pst 4) Nhnmtt, tIIIMW Six k1aling in XeMXtCv -M HiC 'Pihk 1 60 7, 1 tW A hwt VOW 5) to �awklmac w roth BC bhk 860(7,1„ Riamean HCI L\ 110 Hirt Appty. Load Case DI: a td Dead I kad Divn'b lAxids NMA,er I Om"A I Mite" 2 MMU'D Bad 1,W Tep chd i§1111 —111 ,111 2 RE -- oww 11,0 1 pif 24 ie, Member Forces Summary Tablemhow kkiAwrID, each (SL, 9— xa aI f1m, (I'm d,84'r 91mc ffdiftxc fm-AMI A- fi—) Tr fl•I 0,00 35 7bs 13 -'s (1,397 4,51t tb, 5-9 15 2 ifil th, .2 Q 982 4,430 �bs 15A 0,5 " 97 4,,4 &1 949 :1 -17 ib, 2� 0 409 4N 14-12 0 930 4,662 AN 18-10 I - � 1:� 1 42 R,, t 2 lh.t 6-12 0.491 1,272 ib, 1 1,10 03y2 -36 th, t 4 0 4 a -75: % 23 0,310 62"', -k 5 0 . V 1 1,4 I 2 91" 64 0,791 .3,799 thi Notet: I P Wbdt ih. 9w., tw haws chnva W q.AhIy&;sUMv mptewn, Ow Uuvwlcab Ownt Nklhpd pa TM t -202WA 04 be uv& Cq - L04, b teat It ou w e b M. vu,, has Ng d Iii W wOh a pod Point in the � wd, AR Ilmd P- in" O , ,b wvj n "Ji w,, $halt ht, b watilly PaPOWWX w th, pimo ti aw Ire, isemi h I nx,, th*➢ hc,p,jdied wdiin y,' . fmi, wyh head pylum ap hul wta� wnlitewu, MIAw ((,'IR) iukawl a Ow Rcl- f (IR ilmlt bt^,Vjapwdy diag—tVy biwed, m rym' WIX BKACE fu a hkvwe. w CI,Rs Md dlvnat hming sax: CaAVEBRET`va ORCE. Sr ails ahOWWWOM.Wybeat (bMWI tfaiv, mdd,,en ,W)WEAwityafths limp 71—kmip Orthi, uuhS duj ftws ei b&vd ,U .pphA hydwTw,,'a MmOkluteyod rdiO -POH Sinp-son Stanig-Tie Con"11Y MW wfbah bydieHi0dUtDwpvrA SaJoh thisd minggWkw ,q soidy Ow the mm wvqmat� da,.pt dwql �ktglh, O,,kT PW W'd the - Invitnant wim"wit'a tkkkneaaj Nwts paW k,ad44wnW 91fimalio. U vt IT w 2v PW, u.te", Ow ir"Afim PIA, six i, kitiq v xt by 4 which awetatm W, 1$1 P.Oz plate, t,r'S* B 9', whe:h indws" n W$a tal,km le gmtp, plat, tF u .T NOT A AMPERE 1, WHERE ALL TERMINALS OF THE DISCONNECTING PV1 COVER SHEET fi)llow i codes� 2006 .I(', 2 0 06 AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN PV2 SITE PLAN CC & 2011 N BLDG BUILDING POSITION, A SIGN WILL E PROVIDED WARNING PV3 STRUCTURAL DEWS TYPE EC 6041 CONC CONCRETE OF THE HAZARDS PER ART. 690,17, V STRUCTURAL VIEWS C - COMBINER BOX 2. EACH UNGROUNDED CONDUCTOR OF THE S THREE LINE DIAGRAM D DISTRIBUTION PANEL MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED P 6 ELECTRICAL CA LCULATIONS EL EC TR AL C DC DIRECT CURRENT BY PHASE AND SYSTEM PER ART. 210.5. C EGG EQUIPMENT GROUNDING CONDUCTOR 3. A NATIONALLY - RECOGNIZED TESTING (E) EXISTING LABORATORY SHALL LIST ALL EQUIPMENT IN EMT ELECTRICAL METALLIC TUBING COMPLIANCE WITH ART. 110.3. G SOLAR GUARD METER 4. CIRCUITS OVER 250V TO GROUND SHALL ALV GALVANIZED COMPLY WITH ART. 250,97, 250.92(8) JU RISDICTIO N NO GEC GROUNDING ELECTRODE CONDUCTOR 5. DC CONDUCTORS EITHER DO NOT ENTER GOD GROUND E L NOTES HOG HOT DIPPED: GALVANIZED OR ENLO FIRST ACCESSIBLE DC I CURRENT DISCONNECTING MEANS PER ART. 690.31(E), Imp CURRENT AT MAX POWER 6. ALL WIRES SHALL BE PRODDED WITH STRAIN INVS INVERTERS RELIEF AT ALL ENTRY INTO BOXES AS ISC SHORT CIRCUIT CURRENT REQUIRED BY UL LISTING. 1. THIS SYSTEM IS GRID- INTERTIED DA A kVA KILOVOLT AMPERE 7. MODULE FRAMES SHALL BE GROUNDED AT THE UL- LISTED POWER- CONDITIONING INVERTER. ` kW KILOWATT UL- LISTED LOCATION PRODDED BY THE 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. LBW LOAD BEARING WALL MANUFACTURER USING UL LISTED GROUNDING 1 PHOTOVOLTAIC SOURCE AND INPUT CIRCUITS AND MIN MINIMUM HARDWARE. INVERTER INPUT CIRCUIT ARE UNGROUNDED. MIR MIRROR 8, ALL EXPOSED METAL PARTS (MODULE FRAMES, 4• SOLAR MOUNTING FRAMES ARE TO BE GROUNDED C N NEW RAIL, BOXES, ETC.) SHALL BE GROUNDED USING 5. ALL WORK TO BE DUNE TO 2009 INTERNATIONAL NEC NATIONAL ELECTRIC CODE UL LISTED LAY -IN LUGS LISTED FOR THE BUILDING CODE. W heat Ridge 8 jilding art NIC NOT IN CONTRACT PURPOSE. POSTS SHALL BE MADE 6. ALL ELECTRICAL WORK SHALL COMPLY NTH THE Ap � NTS OC NOT TO SCALE ON CENTER ELECTRICALLY CONTINUOUS WITH ATTACHED RAIL. 2011 NATIONAL ELECTRIC CODE, g P PANEL BOARD 9. MODULE FRAMES, RAIL, AND POSTS SHALL BE BUIL9 I PL PROPERTY LINES BONDED WITH EQUIPMENT GROUND CONDUCTORS PV PHOTOVOLTAIC AND GROUNDED AT THE MAIN ELECTRIC PANEL. Vafift of . The i of a - be* permN ot apptilval of plans, specillotim PVC POLYVINYL CHLORIDE 10. THE DC GROUNDING ELECTRODE CONDUCTOR DTs I t Pe VICINITY MAP ft the b mft Tor, M o f, [ding S SUBPANEL SHALL BE SIZED ACCORDING TO ART: any of swov i s l o ns of I u code or S H SCHEDULE 250,166(8) 690.47. We at rrgt to s T` calico the provisloft stibs SS STAINLESS STEEL W' SD SEE STRUCTURAL DRAWINGS STC STANDARD TESTING CONDITIONS :;� � SWH SOLAR WATER HEATER Walmarl TYP TYPICAL #Irsni` r LON UNLESS OTHERWISE NOTED APPROVED UPS UNINTERRUPTIBLE POWER SUPPLY * xr . r s [,)enwnr . D I� T r# a Subj to Field Inspectic 1 V VOLT staplevwl vi Legendary Fit V p VOLTAGE AT MAX POWER Bar - £,- otif,," V VOLTAGE AT OPEN CIRCUIT Wheat Ridge Bu ilding Dept W WATT h ��� ve ° 3R NEMA 3R, RAINTIGHT ; T S igned , Plan s y BY DATE COMMENDS ",. w, GO1�"iT1ENTtAI - THE 9`tX2�1ATM%! � CONTAINED SHALE, NOT USED P THE g( � � tJ !�-_" 8t� (.7 0 4 7 5 q 0 1 L.+ 0 tJ � O CONNORS, AM t Denver �Ift SHAREEN NEW TOWN BUILDERS PERRIN ROW CO E�ESIGt4: NIRAJ NISCHAL \�►�' � f1T A EX WT SO TY INC,, NM SHALL IT BE N Nit 04 T: N. HOMES 12 CANADIAN SOLAR CS6P -250PX 566 0D W 38TH AVE. LOT . 3.O KW DC ROOF M OUNT PV SYSTEM O'` "" � � y. PART TO o cU THE ORGANIZATION, EXC A+! CONNECTION W C A T ?HEATRIDCE, CO 80212 3055 ew way sari Metes, CA THE E AND USE OF THE RESPECTIVE SOLARCI EW T, WTHOUT THE VAtt MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM P T. DATE 94402 T:(650) z02s F :(650)638- 1029 PA T S aE TY LEA , ( PO R- ONE ' AURORA PD- 3.O -OTD 51 COVER SHEET PV 1 f15/2014 -zs9 yes > - t? 6s4) wwwq0Wdty,C0"1 0 'A sali(As u*D 6zol-REg(OSOA Rzaleg(OsOi. ZOt+6 ➢1 Nib 11M Vo l oaleW ueS Aem ma�A,040 SSOC MMUME-1 I i i L U NOVMOO Ix Z996t�ftStOl M-OT-lAd vso8nv# 3NO-83MOd VGIS),S INnOW4331S s O.. 4mus wwo Z209 00 '39aldiV3HM T W H �onq_q� N3MVHS 'S80NN11 D 138VI ONINM V rtam )dnun (3) MMUME-1 I i i L U NOVMOO Ix Z996t�ftStOl M-OT-lAd vso8nv# 3NO-83MOd VGIS),S INnOW4331S s O.. 4mus wwo Z209 00 '39aldiV3HM T W H �onq_q� N3MVHS 'S80NN11 D m p .� °� � IIIIII' t i • IF i�a k" # r " • aw • # # fP= Imw i.. #. »RO #•.» . lNnoiN jooa oa mAn f Ri # t a # ,# # M Ufa uIM Tag. MINIM i pi 51 V'S 5831 W (3) _ C ".V ar, � /yam A aL°^.. MINIM i pi GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS ; MUL)ULt bvtt. b @ it_c@Nar Bt 1D { GEC TO (E) OF R AT PANEL E AMAIN SERVICE PANEL InV 1: Ungrounded T 3V 1 - (I R— A vt- 10- OUID-- S - US -Z -A : A F 240V, 96 - (12) CANADIAN SOLAR CS6P -2 7 EC #8041 WITH IRREVERSIBLE CRIMP _ E A R FUSED FAIN DISCON CT , . PV Module, 250W 229.6W PTC, m, Mock Fr e, MC4, EP Eno I d C riel Number: Meter Number: INV 2 Voc: 37.2 Vpmtlx: 30..1 INV 3 Isc AND [m ARE SHOWN IN THE DC STRINGS IDEN11FIER ADJUST MIN. . A IVATION VOLTAGES! SolorC"cty MILBANK CUTLER-HAMMER Inverter 1 PAR A 10OA/ Meier Socket Disconnect 3 POWER -ONE �crr ADJUST MIN, ACTIVATION V AURORA PM- 3.0- OUTD- S- �US -Z -A IStr@ng(s)Of6 anM M I AGE (E) LOADS - �.. �. ,., 6G — .., .�..,....» ,,,. �., ..» �. _ — — — _ — 2400 �- L2 2OA 2P / N " 3s 2 @�+ sate NOT ADJUST No-1lY. ,nc'r1Var1+ V _ _ _ _ �@ __ ____ ____ __ _-- _-- __ - --_� _sic �_� � ' 1 s6�@ Is) 6O7sea M o — — — ou r.cc _ ir _t /2P Q a @ (1) akt"st Kit; 3/4 EMT TO (E) ° @ DISTIBUTION @ s PANE ° UNIT 0 t 7 OOA /P @ @ O DISTIOU r PANEL @ UNIT C @ @ I DOA /2P , 9 TO E @ @ @ CONDUIT IS TO BE MOUNTED MORE THAN 1/2" ABOVE R OOF DISTIBUT;ON SURFACE TO PREVENT FURTHER AMPACITY DERATING UNDER PAWL NEC 310.15(8)(2)(C): UNIT D" @ s a @@ @@ GL3CaCi�'.G £ ( @ @ @ @ 400A FUSED @ "[ t L � j _ (1) it 4S 8X DISCONNECT ABM @ d ry@ (} ) U t— Xl °ST9 [ J@ er etw A, 2 3K R@ TO 120 /240V BOND (N) #B EGC /GEC TO (E) (3)10 K4977-94T SINGLE PHASE OFER OR (E) DEC IN L — e Top Connector, 100A, 112 _ 1/0 AWG TA.ITY SERVICE PANEL VATH IRREVERSIBLE /^ (1 } �— R CRIMP PER ART. 250.64(0) �r D" c Otttrc _Faa e A �2 — (1 } G; /�trel ICtti DA B d Duty (DG) _ (g} we , p�( " (1) S GI PV BACK FEED BREAKER 20A2P, 2 Spa ces (1) A14� 10, 1H — k — (1} AYMG . SsAKI GEC (I) AWG F0. THAN -2. Red Or (1) AWG #"10, TH N -2< Btock Voc* = 101.46 VDC Isc - 5,07 ADC (2) AWG #10, PV WIRE, Mod 1 Imp ( )AWG X10, $did Bore Copper EGC Voc* =181.46 VDC Ise 8.87 ADC V rip = 180.6 VDC Imp = 5.3 Ash (1 ) AYKI �t0, TH1�E —Z, #Mite NEUTRAL Vmp =240 VAC Imp =14.5 AAC (1 )AWG X10, THSR1 - 2, Red Up = 1$0,6 VIOC = 8.3 — /10, TH — Green EGC —(1 )Cazadaat Kit 1' PVC, , Sch, 40 EGC (I) AWG #10. THAI - Gr . EGG (2 } AWG #10 PV �„, (I )A , (I)AWG j10, Solid Bore Copper EGC V c?c = 151,46 V Isc =8.57 ADC Vmp =1513,6 VDC Imp - 5.3 ADC I) we or Metal Clod C MC 10/3 w/G 7 * = 181,46 V4 C Isc = 8,87 AD (1)AV1G p0, THN41 - Block Vrrtp = 150.6 VOC Ire1p- 83 A (1) AWG #10, —2, Red { I } AWG #10, T YS —2; Grfta EGC CONFID TA D NO FOR THE -- �3 4 �' 1 I Den N A NEW TOWN BUILDERS PERRINS ROW CON NIRAJ NISCHAL ^-IarCity. @ F IT OF AN T TY INC., NOR SMALL IT EX CEPT IN E OR T. N. HOMES 5 12 CANADIAN SOLAR CS6P -250P 5680D W AVE. LOT 3,00 I UC ROOF MOUNT SYSTEM " PART TOO OUTSIDE THE RECIPIENTS CT IiAN SYSTFtt: Wf 1 ATRIDGE 80 g 0 C CO ZA a EXCEPT IN CONNECTION BATH THE SALE AND USE OF THE RESPECTIVE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM 0 3055 CleaMew Way San P9aeca?, CA 2 SOLARCITY EQUIPMENT, MATHOUT THE WTTEN PERWSSION OF TY PA T i nqr TER; (1) POWER —ONE AURORA PVI- 3.0 —OUT[3 S 9 55 PACE: N TREE LINE DIAGRAM DATE: I 5 8 1 x/2014 1.(6541) 638 -1028 R(650) 638 -1029 ,seal Crry I6s 289D str.c ME it of I111 d u t f « Sw t� Mal m a6 llOA 900 $ S In Ino .re t ul paurgwoD T �T : aIS eiQ p`Z SE lgloedwV (sdwv) = SZ' 3 * luool p°17 * ZTIST = 69 . AUJOI H 068JOAV XeyJ is"9E �cjpedwe pelesa(T {#TM %) elejep 119 llnpuo ( :I =%) alejap ainleaadwal Apoe we pelS (sdwy) luool 0'17 OE° T T6'0 air bap S171 0 A OtrZ I (SW40 * Oib ZT "€8T, 9V £ alge.L : p 06 le Z-CVMH loedwe o p OE (sdw ) = SZ' 3 * luool OT VI aolonpuo q °v E • .LS leloi (b` )9`0tz ljl ( )(8 }9 livf a uagcuag OZ I = 9z'S dOO (sdwV) = SZ` l.luool e "V i ZT`9T ( 6lMS'069 IN 0 - Ul6ual a lm Agm 1. sduil{) wool luanno xelaOnuo Xew.saalJanUl ;o # luool =JOMOd 18id9A;Ul EelOJ AOt le OT - JIB v SE E'S : c&Tsaaeaq m a6 llOA 900 $ S In Ino .re t ul paurgwoD T �T : aIS eiQ p`Z i4soodwe 0 bap 1 m II it i UluIllhiIII �M I ��I�II L ■ 48 °ET flb LLLLL� ki' q "Z WIT Ob MR m1 u r * = 69 . AUJOI H 068JOAV XeyJ mmmm V �� Awl * f OE° ZZT :dwal mo paoo28 « II Awl * i bap A 6ep 0 A OtrZ I (SW40 * 0 ) : doiPA E • .LS leloi A0t?Z le OT - Jmv 0 _ a uagcuag i4soodwe 0 bap 1 m II it i UluIllhiIII �M I ��I�II L ■ 48 °ET flb LLLLL� ki' q "Z WIT Ob MR m1 9/'0 9100619T J 69 P 68;11-9 and° XM 1e 6T'O 91006 19T -A Bap 691H anV Xe le Q ♦ ��jjMM �a Sm M u r sxolonpuoo oa pue OV us doip 96elloA lelol } e 69 . AUJOI H 068JOAV XeyJ y * S:. IX III I III�iI±R i�lll * 7 • V �� Awl * f OE° ZZT :dwal mo paoo28 « II Awl * i bap A 6ep 0 A OtrZ I (SW40 * 0 ) : doiPA E • .LS leloi A0t?Z le OT - Jmv 0 _ a uagcuag Old 6'TZ Z I OOEE JJmd nul te101. i dospA 9/'0 9100619T J 69 P 68;11-9 and° XM 1e 6T'O 91006 19T -A Bap 691H anV Xe le Q ♦ ��jjMM �a Sm M SE S6 :drum 1H pJooe� sxolonpuoo oa pue OV us doip 96elloA lelol ZE 69 . 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SO6Z 0 A GVZ 6 sw4O dospA AOt le OT - JIB v SE E'S : c&Tsaaeaq * 56 0 = saolonpuoo OCI ul acup e ep- leloi y —" 9/'0 9100619T J 69 P 68;11-9 and° XM 1e 6T'O 91006 19T -A Bap 691H anV Xe le Q ♦ ��jjMM �a Sm M lu AlpedwepejS A" q a L 0 6� S I ) i t o f `Y Inalno :. , t (� d * y • (DC) (INV) Per Code NEC 690,53 = 11=1 I 401 s Label Location: awswo (Pot) ffi@0 Per Code: INVERTER OUTPUT NEC 705.12.D.2 CONNECTION DO NOT RELOCATE Label Location: THIS OVERCURRENT NEC 690,35(F) TO BE USED WHEN DEVICE UNGROUNDEDAND MAY BE ENERGIZED • (DC) (INV) Per Code NEC 690,53 = 11=1 I 401 s 3055 0eaview Way San Mateo CA 94402 T�(650) 638-1028 638-1029 ju s SIC - CO 2014 Label Set (888).SOL-M (765-2489) www,so�ardty.com im = Label Location: Label Locatiom (AC)(POI) ffi@0 Per Code' (DC) (INV) NEC 690 1 TE Do NOTTOUCHT Per Code: Label Location: ELECTRIC SHOCK HAZARD THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE NEC 690,35(F) TO BE USED WHEN (AC)(POI) Per Code: UNGROUNDEDAND MAY BE ENERGIZED INVERTER IS UNGROUNDED NEC 690,13.B THIS EQUIPMENT FED BY 69064 Label Location: RATING OF ALL OVER CURRENT 3055 0eaview Way San Mateo CA 94402 T�(650) 638-1028 638-1029 ju s SIC - CO 2014 Label Set (888).SOL-M (765-2489) www,so�ardty.com im = Label Location: (AC)(POI) Per Code' ELECTRIC $HOC NEC 690 1 TE Do NOTTOUCHT TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OFF POSITION 118mmomm Per Code: THIS EQUIPMENT FED BY 69064 MULTIPLE SOURCES, TOTAL RATING OF ALL OVER CURRENT DEVICES, EXCLUDING MAIN SUPPLY OVERCURRENT DEVICE, SHALL NOT EXCEED AMPA CITY O F BUSBAR. 3055 0eaview Way San Mateo CA 94402 T�(650) 638-1028 638-1029 ju s SIC - CO 2014 Label Set (888).SOL-M (765-2489) www,so�ardty.com im = ampmu aould A Ma�?DS aU Lj,")eW CAL! 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The specially designed frame a llows for rail -free fast installation with the industry's most reliable grounding System, The module uses high efficiency poly - crystalline Key Features silicon cells laminated with a white back sheet and Trained with black anodized aluminum. The black - framed CS C? -PX * Quick and easy to install - dramatically is the perfect choice for customers who are looking for a high reduces installation time quality aestrietic module with lowest system cost, * Lower system costs - can cut rooftop Best Quality installation costs in half - f * 235 quality control points in module production * Aesthetic seamless appearance - low profile * Elm screening to eliminate product defects with auto leveling and allgnment * Current binning to improve system performance Temperature Characteristi * Accredited Salt mist resistant * Built -in hyper - bonded grounding system - lid's a ina RaPaxtn mkvwea {Pmaxp a 235M5 24 ®k 245kb 2�v r 2554V .�.., .�._ . _ { mounted, it's grounded B est Warranty Insurance * Theft resistant hardware * 25 years worldwide coverage "Cev»padeta+re Cceff{emnt * 100% warranty terra coverage * ultra -low parts count - 3 parts for the mounting * providing third party bankruptcy rights and grounding system * felon- cancellable * industry first comprehensive warranty insurance by immediate coverage AM Best rated leading insurance companies in the f Insured by 3 world top insurance companies world Comprehensive Certificates * Industry leading plus only power tolerance; Q 5W # i C 61215, I C'61730, i C61701 ED2, tl1..1703, * Backward compatibility with all standard rooftop and C C tasted, CB and MC S ground mounting systems e iSO90 1. 20081 Quality Management Systems Engineering Drawings * ISO/T 16949:2009. 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City License # t 0 ` F91TT MW Plumbing: it' 'I vl� City License # Mechanical: EMU=. -A W k � I S t"7 b 6 � gjk&��� (Fully describe Work to bo performed - Attach additional sheet if necessary) 3 6� rim N'Amr I M . I I f 1 0 1, - - - f 4 � WY P S I nspedions a CD bwa , 6 B D e , °.. P44 CD wwg v d4 a. 9+w� CL e x S p F DrJ Consulting, 6300 Enterprise Lane Madison, i nave oeen prepare Dd Consulting, IA,C under my direct supervision based on the parameters provided by ProBuild South (Longmont). Colorado Pages or sheets covered by this sea]: 17009813 thru17009819 My license renewal date for the state of is October 31, 2013. « r w w► on the truss • depicted suitability and .. any particular building is the responsibility of the building responsibilities designer or owner of the trusses, per ANSI/TPI I . The accord engineer and truss manufacturer shall be in with the latest edition of ANSI/TPl I Chapter 2 unless otherwise defined by a contract agreed upon by the parties involved, 0� FORCES (1b) - Max, Comp./Max, Ten, - AO forces 250 Qb) or less except when shown, TOP CHORD 1 3-15=-212/268,2-25�358/162 BOT CHORD 24-25=-410/148 WE$$ 2-24-137/503 ffm 25 24 23 22 21 20 19 18 17 16 4 s Z� mom 'L"w""Wg,MA,sTVVko VV I uvnN ZUYAN-ZX04LTrQHgfhEHCRKPOnW1hzvwoKSOU 9-6-0 10-9-0 LOADING (pst SPACING 2-0-0 CSI TCLL 30,0 Plates Increase 115 TC 0,11 TCDL ICO Lumber Increase 1,15 BC 0,07 BCLL 0,0 Rep Stress Incr Yes W8 0.03 BCDL 10,0 Code IRC20091"rPI2007 (matrix) LUMBER Horz(TL) om TOP CHORD 2x4 SPF No.2 n/a n/a BLOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 Weight: 38 io FT =O% OTHERS 2x4 SPF No.2 DEFL in (loc) Well Ud PLATES GRIP Vert(LL) •0,00 9 ntr 120 MT20 1971144 Vert(TL) -0.01 10 n1r 120 I Horz(TL) om it n/a n/a Weight: 38 io FT =O% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid calling directly applied or 6-0-0 0c bracing. F—M—ITek ii—I I ' installed during truss erection , in accordance with Stabilizer I l. *�fl REACTIONS Ali bearings 9 (lb) - Max Horz18=167(LC6) MaxUpfift All uplift 100 lborless at joints) 18, 12,13,14,15, 16 except 11=A34(LC 9), 17 = -11 (LC 6) Max Grav All reactions 250 lb or less at joint(s) 18, 11, 12, 13, 14, 15, 1 6, 17 ---WV-- I Vv+, — a V711M4t,yMV-WWR1FRF5VVV1Tr raPAq0qqr"QbM/NKr1jwV,!&eu 10-2-12 f528 2t�2t1 26-11-4 34-0-0 0-3-8 "51 -8 8_......,.._._ 4.19- 10 4-11-10 4,11-10 1-3Z 2,50 [TY 30 il Scale - 1:58,3 9 20 " Is 17 16 8x12 11 6xI2 MT20H WB= 30 5X10 2x4 Ii 20 0 LOADING(pso TCLL SPACING 2-0-0 CS1 DE in (toe) Well Ud I PLATES GRIP 30,0 TCDL 10,0 Plates Increase 1,15 Lumber Increase 1,15 I TC 0�88 C O.94 V tiL e L) -0,50 Vert(TL) -1.00 16 >816 240 16-17 >405 MT20 1971144 BELL 0 0 BCDL 10,0 Rep Stress Incr Yes Code IRC20091TP12007 I WB 0.97 {Matrix -M) Horz(TL) 0,26 180 13 n/a n/a MT20H 1481108 Weight: 163 lb FT = 0% LUMBER BRACING TOP CHORD 2x6 SPF 2100F 1.8E *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purfins, except TI: 20 SPF 2400F 2,OE, T2� 2x4 SPF 1650F 1.5E end verticals. BOT CHORD 2x4 SPF 1650F 1.5E *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BI: 2x4 SPF 2400F 2,OE, 83: 2x4 SPF No.2 WEBS 1 Row at midpt 8-14,10-13 WEBS 20 SPF 10.2 SLIDER Left 2x8 OF 1950F 1,7E 3-0-0 M " - u - irois — bracing — beF - 1 I:Te:Fioomm stall [installed during truss erection, in accordance with Stabilizer Instal a Installation �de, REACTIONS (lb/size) 13=180610-5-8 (min, 0-2-13),2=1765/0-5-8 (min. 0-1-15) Max Horz2=360(LC 6) Max UpIM13=443ILC 5),2=-417(LC 5) FORCES Vb) - Max, Comp./Max, Ten, - All forces 250 (lb) or less except when shown, TOPCHOR 071/885, 4-5=-4454/966, 5-6=-4419/973,6-7=-38111844, 7-8=-5305/1226, 8-9=-23941540, 9-10-2345/551, 11-13=-3471224 BOTCHORD 2-20�108&3897,19-20=-106613897,18-19=1086/3897,17-18=- 8 -1 5 =-26211410,14-15=-1309/5194,13-14=-60912303 WEBS 4-1 8-68/48• , 6-17-760/2►8, 7-17-11961381, 15-17�991/3966, 7-15=406tl 549, 8-14=-3l28f775,10-14---172/1213,10-13=-2686/660 s120 jG3G fim 1� ;VfJYMczL)V2f 4-11-10 6-9-4 3.0 hill-, 17 _?� --J . 34-0.0 0-M 4-11-10 4 F--- 2,50 FIT 3x4 if Scale 1:59.3 11 12 I Elm PLATES GRIP MT20 197/144 MT20H 1481108 amm��� LUMBER TOP CHORD 2x6 SPF 210OF 1.8E *F-xcept* VF BOT CHORD 20 SPF 240OF 2,OE -Except- 83� 2x4 SPF No,2, B2- 2x4 SPF 165OF 1,5E WEBS 2x4 SPF No,2 *Except* W7� 20 SPF 165OF 1,5E SLIDER Left W OF 195OF 1,7E 3-0-0 REACTIONS (lb 90510-5-8 (min. 0-2-1),2=1899/0-5-8 Max Horz2=360(LC: 6) Max Upljft13-537(LC 5), 2=-543(LC 5) 9 BRACING TOPCHORD Structural wood sheathing directly applied, except end verticals, BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing, WEBS I Row at nedpt 8-14,10-13 M — re4u — irid — C'oii - 6iiang be installed during truss erection, in accordance with Stabilizer - jnstallaqqn,�;p e. FORCES (lb) - Max, Comp./Max, Ten. - All forces 250 (lb) or less except when shown, TOPCHORD 2-3-4591103, 3-4- 4-5=-495111432, 5-6=-4916/1441, 6-7=.424511251, 7-8=-5824/1713, 8-9-2562i696, 9-1 Oz-2513/708, 11-13=-3461224 BOTCHORD 2-20=-1420/4252,19-20-1420/4262,19-26=1420/4252,18-26=-142014252, 18-27=- 155714837, 27-28-1557/4837, 17-28=-1 557/4837, 8-15-46911627, 14-15=-1789/5704,13-14=-76312468 VVEBS 4-18-199/622, 6-17=-8341278, 7-17=4 240/4 23, 15-17=-1 41314414, 7-1 5=4 89/16 38, 8-14-3500/1127,10-14=-295/1345,10-13=-2879/841 LOAD CASE(S) Standard 20 '- .. — 17 4V ju 16 IM um LOAD CASE(S) Standard Uniform Loads (St Vert; 1-11=-80,11-12=-80,16-21=-20,13-15=20 Concentrated Loads Qtb) Vert: 17« -39(8) 28= -39(8) 27 = -39(B) 28° -39(8) 29= -39(8) 30=-39(B) I — V — V X WVa Vy a VZR Wf14WyAN-WqVVF UULUUOaUVVU4rSjgl5z>aAyru44, !OT vl� 8 35 3 t7 I - P 4 25 4R 34�M 0-3-8 "-4 am =992MMM Scale = I V,6 4X4 H 9 10 19-0.0 19-" LOADING (psf) SPACING 2-0-0 CSI DE FL in 'Ioc) Ildeft Ltd PLATES GRIP TCLL 47.0 TCDL 10.0 Plates Increase 1.15 TC 0.90 Ve -0,5 11-12 >800 240 MT20 197/144 BOLL 0.0 Lumber Increase 1A5 Rep Stress Incr Yes BC 0.90 WB 0.83 Vert(TL) - 1,00 Horz(TL) 0.20 -12 >408 180 MT20H 148/108 11 BCDL 10.0 Code IRC20091rP[2007 (Matrix -M) n1a n1a Weight: 157 to FT = 0% LUMBER BRACING TOP CHORD 2x6 SPF 2100F 1,8E BOT CHORD 2x4 SPF 240OF 2.0E *Except* TOPCHORD Structural wood sheathing directfy applied or 2.2-0 oc purfins, except 82: 2X4 SPF 1650F 1.5E BOTCHORD end verticals, Rigid ceiling directly applied or 7-3-15 oc bracing. WEBS 2x4 SPF No2 *Except* WEBS I Row at midpt 9-11,8-12 W5 20 SPF 1650F 1.5E 2 Rows at 113 pts 8-11 SLIDER Left 2x6 SPF 2100F 1,8E 3-0-0 F installed during truss erection, in REACTIONS (lb/size) 11= 2543/0 -5 -8 (min, 0-2-12), 2=240310-5-8 (min, 0-2-1 accordance with Stabilizer Instaliatlon aide. Max Horz2=409(LC 8) Max Upfiftl I =-442(LC 6), 2=419(LC 5) FORCES (lb) - Max, Comp./Max, Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 3-0-6270/1040,4-5=5741/875, 5-6=-56821888, 6-7=-3-549/536, 7-8=-3374/554, 9-11 =-578/245 BOTCHORD 2-15 = 1 22816022,14-15«-954/4893,13-14=-9,54/4893,12-13=954/4893, 12-21=-561/2662,21-22=-56112662,11-22=-561/2662 WEBS 4-15=-581/278, 6- 10x10 If — — QX r 4 FA r Av" vV0 - 5X6 = 3x14 MT20H= 1120 JGEI E S ial Truss ZX4 11 qV011 19-0-0 LOADING(p CS1 TCLL 30,0 Plates Increa �O TO 006 TCDL 10,0 Lumber Increl 1 15 SC O�02 BCLL 00 Rep Stress Incr Yes WB 000 BCDL 100 Code IRC20091TP12007 (Matrix-M) DEFIL in (loc) l/deft Ud PLATES GRIP Vert(LL) -000 5 >999 240 MT20 197/144 Vert(TL) -0.00 5 >999 180 Horz(TL) -0,00 4 n/a n/a LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD SOT CHORD 2x4 SPF No,2 WEBS 2x4 SPF No,2 8077 CHORD REACTIONS Qb1size) 4=59/Mechanical, 5=1 97/0-3-8 (min, 0-1 -8) Max Horz5=63(LC 6) Max Upflft4=-25(LC 6), 5-11 3(LC 5) "111111, � ; 1 1111 11111 1'11'11� 1 11.1 11111, 11111 j I 111 11 1 11 1 Ak 1' 1 i I 32�!« ! W, I end verticals, Rigid ceiling directly applied or 10-0-0 oc bracing. 1120 j GE2 I My itch Truss 0-11-0 11-11-(% —' 011-0 0-3-8 2,50f! 44 3 am LOADING (pS0 SPACING 2-0-0 TCLL 30,0 Plates Increase 115 TCDL %o Lumber Increase 115 SCLL 00 Rep Stress Incr Yes BCDL 10,0 Code IRC20091TPI2007 CS1 DEFL in (foc) Well Lid PLATES GRIP TC 0,06 Vert(LL) 400 5 >999 240 MT20 1971144 BC 0.01 Vert(TL) -0.00 5 >999 180 WB 0,00 Horz(TL) -0.00 7 nfa n/a (Matrix-M) Waigft 7 lb FT = DOX, LUMBER BRACING TOP CHORD 2x4 SPF N0,2 TOP CHORD SOT CHORD 2x4 SPF N0,2 WEBS 2x4 SPF N0.2 SOT CHORD OTHERS 2x4 SPF N0,2 REACTIONS (lb/size) 5=196/0-5-8 0-1-8), 7=2710-1-8 (min, 0-1-8) Max Horz 6=46(LC 6) Max Upflft5=-106(LC FORCES Qb) - Max. Comp,lMax. Ten. - All forces 250 fltj or less exceot when s 1 kep-m- 39290 i. R 11-41118 12-6-14 4" whispet , qr6efi fan_,__ R-100,5 CFM,Rag.11 14x6' Transfer Cr Ile K-1-TEAl27#72111 X10CF101,Reg:14x6 M1 NEWTOWN BUILDERS in Flow PERRIN'S ROW Plan 1120 Scale: 118" = 1 Drawn: Approved: Date: Job Number: ROOMS TO MAKE UP SUPPLY Al R CFM THAT IS REQUIRED AS SHOWN ON FLOOR PLANS. MSEI�� Low,7",100 CFM,Gr111e:12Y 7M NEWTOWN BUILDERS Lower Level PERRIN'S ROW Plan 1 120 North Page Size: 8.5XI 1 Scale: 1/8" = 1 1 Drawn: V Approved: Date: Job Number: 0,4",4 CFMReg.1Ox4 SR-190,7",36 CFM,Reg:10x2 NEWTOWN BUILDERS Upper Floor PERRIN'S ROW Plan 1120 Page Size: r 110. Dawn: Approved: Date: Job Number: I Manual S, D New Town Perrin's Row Plan 1120 EQUIPMENT: I I Number of active runouts. 15 Total runout outlet airftow: 938 Main trunk airflow. 826 Largest trunk diameter: 16 SMT-100 Largest runout diameter: 8 SR '20 Smallest trunk diameter 152 ST -290 Smallest runout diameter: 4 SR-210 Supply fan external static pressure 0,800 Supply fan device pressure losses 0308 Supply fan static pressure available: 0A92 Runout maximum cumulative static pressure loss: 0A99 SR-220 Return loss added to supply: 0,115 Total effective length of return ( ft 35&0 High Total effective length of supply 232.4 SR-220 Overall total effective length ( ft,) 588.4 High to SR-220 Design overall friction tate per 100 ft. 0.084 (Available SP x 100 TEL) Furnace but Rise Used 58 degrees on Program IL "Ilk", ttv F4 §44 # , 1; am - ARM IL 19 RJA 11 (1) illillill i9iiiii i XEC= ammmm 2' 1 s ��. a ����� 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 Rater's Name: Peter Oberharnmer Address: Wheatridge, CO 80033 Raters No.: 9189857 Builder's Name: New Town Builders Weather Site: Denver, CO Rating Type: Based On Plans File Name: 1120 End Perrins Row.big Rating Date. 01/10114 Buildm2 Information: Conditioned Area (sq ft): 1633 Conditioned Volume (cubic ft): 17330 Insulated Shell Area (sq ft): 4388 IECC utilizing the Simulated Performance Path, At times the enerqy features fis input in the analysis, EnergyLogic, Inds field inspection process will identify any changes to ensure that the home continues to meet the intent of the JECC, 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 G1 (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 s,f,) R-17,0 continuous insulation, R-13.0 cavity insulation. Name: Flat edge Insulation Grade: I It III 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 1, Wall x6 16oc BFIR23 GI (616 s.f.), Between conditioned space and ambient R-0,0 continuous insulation, R-23,0 cavity insulation, Name: Front 2x6 Insulation Grade: I It III Face / Inset Comments/Location 2, Wall: x4 16oc FB/R1 3 G1 (770 s,f,), Between cond and another cond unit (adiabatic) R-0.0 continuous insulation, R -13.0 cav4 insulation, Name: Left 2x4 common Insulation Grade: I It III Face / Inset Comments/Location 1 Wall: x6 16oc BFIR 23 GI (440 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-23.0 cavity insulation. Name: Back 24 Insulation Grade: I it III Face / Inset Comments/Location 4, Wall: x6 16oc BF/R23 G1 (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 I Inset Comments/Location 5. Wall: x6 16oc BF/R23 GI (176 s.f.), 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: Window: Low E 30130 (139 s.f., South), U-Value. 0.300, SHGC: 0,300 For windows without labeled U-factors, describe features: Name: Front 2x6 Orientation: South Comments/Location 2. Window: Low E 30 / 30 (98 s.f, North), U-Value: 0.300, SHGC: 0,300 For windows without labeled LI-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 Comments/Location Window: Low E 30 / 30 (84 s.f, East), U-Value: 0.300, SHGC: 0.300 For windows without labeled Vactors, describe features: Name: Right 2x6 Orientation: East Comments/Location 1 014111111111 Ili i 11111110:1-111.: ! Comments/Location Comments/Location Floor: F-Glass 16oc 12" GI (469 s,f), Between conditioned space and garage R-0,0 continuous insulation, R-50.4 cavity insulation, dame: Garage Insulation Grade: I it III Face /Inset Comments/Location Z Floor: F-Glass 16oc 12" GI (57 s.f,), Between conditioned space and ambient conditions R-0,0 continuous insulation, R-50A cavity insulation. Name Cant Insulation Grade: I It III Face / Inset Comments/Location M r • i i; I Slab R10-S10`w/R10-P18"G1 (213 s,f,) R -10.0 perimeter insulation, R -10.0 under stab insulation. Name: Slab Insulation Grade: I It III Face I Inset Comments/Location ----- ------- — ----- 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, ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 4 I Joist Ambient (92 sfl, Between conditioned space and ambient R-0,0 continuous insulation, 8-19.0 cavity insulation, Name:Ambient Insulation Grade I It III Face / Inset Comments/Location 2, Joist: Party (46 sfl, Between con d and another coed unit (adiabatic) R-0,0 continuous insulation, R-1 3.0 cavity insulation. Name: Party Insulation Grade: 1 11 fit Face / Inset Comments/Location Mechanical Equipment: Make and Model Number: Make and-Modef Number: ! !I I ! I; !! a # -49CIOWMA 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 watts. System description(make): Air Leakage Control: Blower Door Test at Final House is air-sealed so as to achieve 3.00 ACHSO or less at final blower door test {Max CFM50 is: 867) Visual inspection at rough for mandatory code air barrier and insulation features, 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. ENERGY CODE INSPECTION CHECKLIST im Duct Leakage and Insulation: Duct System 1 Leakage to Outside and Total Duct Leakage Duct System I Leakage to Outside is specified in REM/Rate at I =0 CFI @ 25 Pascals Duct System I Total Duct Leakage is specified in RE [Rate at I.000 CFM @ 25 Pascals 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, CoWado, ENERGY STAR VERSION 3 HOME REPORT Date: January 10, 2014 Property: 1120 End Perris 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 Oberhammer Raters ID: 9189857 Rating DaW 01110114 Projected Rating: Based on Plans - Field Confirmation Required. Normalized, Modified End-Use Loads (MMBtulyear) ENERGYSTAR As Designed M= Cooling: Water heating: Lighting &Appliances: 19.8 16.5 9,8 7,2 11.0 10.8 19.1 202 59,8 541 HERS Index of Reference Design Home 72 66 HERS Index w/o PV HERS Index Target (SAF Adjusted) 72 66 HERS Index Size Adjustment Factor: 1.00 HERS Index w/o PV<= HER Index of Reference Design Home AND HERS index — HERS Index rarget to comply. This home MEETS OR EXCEEDS the energy efficiency requirements for designation as an EPA ENERGY STAR Version 3 Qualified Hor 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 .. VERSION Builders New Town a .! Type of Emissions Sulfur Dioxide (SO2) ! Residential REM/Rate - ! and Rating Software V14.3 0 1985-2013 Archilectural Energy Corporafion, Boulder, Colorado, Date: January 10, 2014 Rating No,: Simulated Performance Analysis Property: 11 20 End Perrins Row Rating Org,: EnergyLogic, Inc Ceiling Fan (clmlWatt): Wheatridge, CO 80033 Rater' s Name: Peter Oberhammer Builders Name: New Town Builders Rater's ID: 9189857 Building Name: New Town Builders Rating Date: 01/10114 Fuel-fired air distribution, 55.0 kBtuh, 92,1 AFUE, Air conditioner, 30.0 kBtuh, 13.0 SEER. Conventional, Gas, 0,62 EF. Heat Cool=Yes Exhaust Only: 46 clI 15.0 watts. zs=. Percent Interior Lighting: 9U0 Percent Garage Lighting 0,00 Refrigerato 00 Dishwasher Energy Factor: O60 Ceiling Fan (clmlWatt): 0,00 Clothes Dryer Fuel: Clothes Dryer EF: Clothes Washer LER: A i k"I'"AA- Agite-UpPe"AAA Range/Oven Fuel: 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, BouWer, Colorado, ENERGY STAR VERSION 3 HOME VERIFICATION SUMMARY t I . im This home MEETS OR EXCEEDS the EPRs requirements for an ENERGY STAR Home. HERS Index w1b PV <= HERS Index of Reference Design Home AND HERS Index <= HERS Index Target to comply, 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: 1120 End Perrins Row Raters 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 Row.bIg Rating Date: 01110114 Annual Energy Cost 2009 IECC As Designed Neat "sng: 443 — - - ----------- Cooling 93 102 Water Heating: 184 184 — Use - d - in` `Determine Compliance: 720 647 Lights & Appliances: 678 672 Photovoltaics: -0 -0 Service Charge: 0 0 Tots 1: 1398 1320 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 3230��s 2= REM/Rate - Residential Energy Analysis and Rating Software v14.3 This information does not cons Rule any warranty of energy cost or savings, 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado. 2009 IECC ANNUAL ENERGY COST COMPLIANCE REM/Rate - Residential Energy A nalysis and Rating $Oftware v14.3 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 Raters Name: Peter Oberhammer Address: Wheatridge, CO 80033 Rater's No.: 9189857 Builder's Name: New Town Builders Lights &Appliances: 6 678 6 Weather Site: Denver, CO Rating Type: Based On Plans File Name: 1120 End Perrins Row.big Rating Date 01110114 1—.11-4—M rnavonait?'777 Conservation « - «-« on a climate zone of 5B Lim= Own 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, Annual Energy Cost ($) 2012 IECC A As Designed Heating; 3 347 3 361 Cooling: 1 117 1 112 Water Heating 1 184 1 184 SubTotal - Used to Determine Compliance: 6 648 6 657 Lights &Appliances: 6 678 6 672 Photovottaics: - -0 - -0 Service Charge: 0 0 0 0 Total: 1 1326 1 1329 Window U-Factor Check (Section 402,5) Window t9- Factor (Design must be equal or lower): 0 0.480 0 0,300 Home Infiltration (Section 402.412): P PASSES Duct Leakage (Section 403,2,2): P PASSES Mechanical Ventilation (Section 403,5): P PASSES « - «-« on a climate zone of 5B Lim= Own 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, 2012 IECC ANNUAL ENERGY COST COMPLIANCE Wndow-to-Floor Area Rafio: 0,20 5m REM/Rate - Residential Energy Analysis and Rating Software 04.3 sw % « i s! i • • #I« y It # • r« • !♦ a i � # • •. « % # % % # y {� M R t i W Y! ♦ i # a % i r ♦ ! a *« fir, e i _tt • i iM •..+ y 4 % n ! LU uj C4 I: U- > • • y4 ry ... to % ! ! i it a♦ !% i *> WEE M # i # t # % # 4 ! • • # ♦ % ! 0 # r i s i # «! # i v w • # # « « x a ! s A • is # ! «X � « 1 Building Orientation: Front door faces West, Daily Temperature Range: High Latitude: 39 De g rees .Elevation: 5418 ft. Altitude Factor: 0.819 Outdoor Outdoor Outdoor .......................... . . . . . . . . . . . . . . . . . . . . . . . . .......... Project Title: NewTown Perrin's Row Plan 11 20 End Unit Designed By: Bob Guenther Project Date: Wednesday, October 19, 2011 Client Name: Newtown Builders Company Name: Smith And Willis,Heating And Air LLB Company Representative: Bob Guentfter Company Address: 12340 Mead Way Company City: Littleton, CO. 80125 Company ,Phone: )6884487 Company E-Mail Address" b666s`tnith4ndwi'IlIs."com Building Orientation: Front door faces West, Daily Temperature Range: High Latitude: 39 De g rees .Elevation: 5418 ft. Altitude Factor: 0.819 Outdoor Outdoor Outdoor Indoor Indoor Grains QIy BUlt AqLBulb flel.Hurn Rel.Hum Pry Bul I)Liff erenge Winter: 1 0.19 80% 50% 70 61.05 Summer: 91 59 15% 50% 75 -39 �0'i 'al �;n Gain: Total Latent Gain: . . . . . . . . . . . . 17,606 Btuh 100 % -1,413 Btuh 0 % 17,606 Btuh 1.47 Tons (Based On Sensible + Latent) mrivac is an AL;(;A approVeeKfianilal J and lvanual 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. Re-surL-t#-sefect-vimt t�ia n4fe�f-IMW4#sis acc#f6-4-t#-ft-,Yanuf- rmia at your design conditions. I lmm� Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3.14 PM Summer: 91 59 15% 50% 75 -39.07 1 Return Garage Open Crawl 0.24 8 78.6 Yes Main Tr n Fd n t , _ ._ Infiltration Specified: Calculate: Yes Yes 5 CFM Use Schedule: Yes Yes 0.341 AC /hr 0.295 AC /hr Roughness Factor: 0.00300 0.01000 X 1 551 Cu.ft. Presure'rop: ' 0:1000 in.wg. /i00 ft., : 011000 .ir,vrrg.l100 ft.'. . . Minimum Velocity: 650 ft./min `° 450 ftdrn 85 CFM M imum:.Velocty: 900 ft.fin 750 .ff, /ruin 0 CFM Minimum Heighfi in, Maximum Height: 0 in. 0'. in. Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3.14 PM Summer: 91 59 15% 50% 75 -39.07 1 Return Garage Open Crawl 0.24 8 78.6 Yes Win pr uramem . Infiltration Specified: 0.302 AC /hr 0.250 AC /hr 5 CFM 2 FM Infiltration Actual: 0.341 AC /hr 0.295 AC /hr Above Grade Volume: X, 14,851 Cu.ft. X 1 551 Cu.ft. 5,072 Cu.ft. /hr 4,395 Cu.ft.l r X 0.01 7 X 0.0167 Total Building Infiltration: 85 CFM 73 CFM Total Building Ventilation: 0 CFM 0 CFM _- .System 1 - -- Infiltration & Ventilation Sensible Gain Multiplier: 14.42 = {1 A10 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 toss 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) Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3.14 PM Summer: 91 59 15% 50% 75 -39.07 1 Return Garage Open Crawl 0.24 8 78.6 Yes Y 1120 End Unitrhv Wednesday, November 20, 2013, 3:14 PM 115"OtOOO, 4" iRs ' H A HV V sinittik'W Ad' I to P"" IM O"A "n r " 9 It End Unit R So '2 =5 vpi e3 jLo:a =dP — rrevie .-- �v �wReport Netj Scope Ton -------------- ft. 2 i /ToW Areal so Gai Lat l Gain Net! Gain; Sem e j s Losl Sys' Htg i ' Sys Sys' j Clg j S S ' Act: D Duct Size t ! C FM Pf � C Bullctr 1,47 1,159 1,564 17,606 1,413 17,606 40,364 772 82 825 system 1 1.47 1,159 1,564 17,606 -1,413 17,606 40,364 772 $25 5 825 5 18xl2 Duct Latent -418 0 Horm'dification 2,550- Zone 1 1,564 7,606, -q95 17,566 37,814 772 825 825 1 1 -Gue'�t tntry" 155' 1 1 29 8 1,721 6,161 :16'' -81 1 167 I 1 8 1 2-Laundry 63 '829' -91 829 2,535 52 39 52 5 30� , 556 79 1, 2 5,61 3 26 32 5 4 -K itchehOhIn§, 362 4,691 346 4,641 7, 157 420' 220 V 252 3,089 -284 ,0$9— 6,065 -124 ,14� 145 T7 M 213 A,994 38 2032' ,3','746 - :7 7 7-Bedroorn 2 148 1;638. 84 1322 2 52 7 7 77 7,7 8-Master Bedroom 212 2,416 59 2,475 3,685 75 113 113 7,7 9-8 ' ath 5 8 0 81, 126 3 4 4 4 10 - ter. Bath 76 $92 -83 502 1,705 35 28 35 7 Sum of room airflows maybe greater than system airflow because s stem morn a"srflow o tion u the renter of heath or Goodin � Y 1120 End Unitrhv Wednesday, November 20, 2013, 3:14 PM Test For Adequate Exposure Diversity 20,000 8 am 9 am 10 am 11 am 12 pm I pm 2 pm 3 pm 0 • r -+----I 6pm 7' pm Average Glass 1 .3 x Average / Hourly Glass / Hourly Total Net Sensible Gain Glass Gain Gain Gain Over 12 Hours ti — SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. --- System is on NE, SE, SW, NW` rosette. Peak load exceeds 12-hour average load by 43.3%, AED Excursion fqmw-nthy wh'c eyceeds 1. Y,\ ,.\Plan 1123 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM -Duct Name: ST-190, Feeds Into: Kitchen/Dining, Eff ective Length: 1.0 Trunk 0.0003 Trunk 0.0003 "-Duct Name: $T-290, Feeds Into: KItchen/D1nIng,,E ffecti ve Length: 0.5 508 Up: ST-320 55 Trunk 0.0003 15.2 1 48 0.000 1.0 Up: ST-280: $5 2Q OM3 0.006 706 ; Rect. 101 O.O 0.000 20 presize 205 2.5 0.336 0.464 456 Duc Name: ST f I t 28 ffect ve on' :'4.9 , eeds nto : Kite 6en/bIn'In'g, I L 9;h 55 20 0.022 Tru nk 0=03, 15.2 199 0.000 0.0 Up: ST-220 55 20 0.005 0.000 0.337 Rect 4.8, 10 0.0 0.000 Presize 277 24.2 0.336 0.464 -Duct Name: ST-270, Feeds Into: Kitchen/Dining, Eff ective Length: 0.7 Trunk 0M03 15.2 306 0.000 Up: ST-230 55 20 0.011 0,000 Rect 0.7 10 0.0 0.000 Presize 425 3.3 0.336 0.464 -Duct Name: ST-190, Feeds Into: Kitchen/Dining, Eff ective Length: 1.0 Trunk 0.0003 Trunk 0.0003 15.2 508 Up: ST-320 55 20 0.027 Rect 1.0 10 0.0 Presize 706 5 0.337 --Duct Name:,ST-260, Feeds Into: Kitchen/Dining, Eff ective Length: 2.8 20 Trunk 0.0003 15.2 456 Up: ST -190 55 20 0.022 Rect 2.8 10 0.0 Presize 633 14.2 0.337 -,Duct Name: ST-260, Feeds Into: Kitchen/Dining, Eff ective 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 2.2 10 Presize 554 10.8 -Duct Name: ST-230, Feeds Into: Kitchen/Dining, Eff ective Length: 0.7 Trunk 0.0003 15.2 Up: ST-240 55 20 Rect 0.7 10 Presize 497 3.3 0.000 0.000 0.000 0.463 I 399 0.017 0.0 0.336 I I IN # M I YA ... \Plan 11 20 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM ry W__ -Duct Name: ST-220, Feeds Into: Kitchen/Dining, Effectivetangtfi: 0. . --Duct Nairn: R -100, Supplies: Pwdr, Fittings: 2 -1, 4 -ACS, Effective Length: 52.2 Runcut 0.0003 Tank 0,0003 1 279 0,000 235 Up;: T - 5 213. .019 , 0.000 128 3.9 .0 ` O.O00 73.1 Preize 387 2.5� OA336 0.464 44.2 -Duct Narr►e: T =290, Feeds lnto: Kit a /Dini �g, �ffe tIv Le th :0. ' 0.432 Presize 32 Trunk 0.0003 15.2 107 0.000 412 Up; ST -290 55 20 0,002 0.000 Runcut Rct 0.5 10 0.0 0.000 0.003 Presize 148 2.5 0.336 0.464 5,4 -Duct Name: 'T- 200, Feeds Into:' Kitchen/Dining, Effective Length: 0. 0.011 0.315 And Trunk 0,0003 15,2 79 OMO 0.014 Up: ST -210 55 20 0.001 0,000 24.3 Rect 0.5 10 0.0 0.000 -- -Duct Name: SR «170, Supplies: Living, Fittings: 2 -1, 4 -AD, Effective Length: 76.5 Presize 110 2.5 0.335 0.454 0 «0003 --Duct Name: SR -180, Supplies: Kitchen /Dining, Fittings: 2-1, 41 -AD, Effective Length: 83.5 --Duct Nairn: R -100, Supplies: Pwdr, Fittings: 2 -1, 4 -ACS, Effective Length: 52.2 Runcut 0.0003 Runcut 0.0003 5 235 0,004 6.2 Up. ST -190 128 3.9 0.021 0.009 73.1 And 18,0 5.5 44.2 0.013 0.432 Presize 32 216 0.324 0 »476 412 -Duct Name: SR 60, Supplies: Living, Fittings : -1, 4-AD, Effective Length: 70.9 Up: ST -200 55 Runcut 0.0003 7 269 0.003 7.7 Up: ST -280 55 5,4 0,019 0.011 0.315 And 13.3 7..7 57.7 0.014 Y:t .., \Plan 1120 End Unit.rhv Presize 72 24.3 0.322 0.478 -- -Duct Name: SR «170, Supplies: Living, Fittings: 2 -1, 4 -AD, Effective Length: 76.5 Aunout 0 «0003 7 269 0.003 Up: ST -230 55 5.4 0.019 0.012 And 13.3 7,7 63.3 0.015 Presize 72 24.3 0.321 0.479 --Duct Name: SR -180, Supplies: Kitchen /Dining, Fittings: 2-1, 41 -AD, Effective Length: 83.5 Runcut 0.0003 8 315 0.002 Up: ST -220 55 6.2 0.021 0.016 And 10.4 81 73.1 0.018 Presize 110 21.8 0.318 0.432 --Duct Name: SR - 200, Supplies:. K Fittings: 2-1,4-AD, Effective Length: 51.2 Runout 0.0003 7 412 0.000 Up: ST -200 55 5A 0.041 0.021 And 0.0 7.7 51.2 0,021 Presize 110 0 0.315 0.485 Y:t .., \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 P -Duct Name: SR-230, Supplies: Laundry, Fittings: 2- 1 1, 4-AD, Effective Length: 49.1 -Duct Name,. SNIT - .3 Feeds Into: Guest Entry fitting: 1-111,,Effective Length:A28.1, , Runout 0,0003 5 381 Trunk 0.0063 16 551 '0.000 39.4 Up: Fars Presize 52 12.7 0.317 0.483 0.6 0.002 Relit 0.5. '12 0.001 0.344 0.028 Oresize 826 2.5 0.341 0.459 0.341 0 uc' ! :St.' t' me 110 Feeds into*- Guest Entry, Effective Length: 0.2 18 0.026 OMO Truhk 0M03 16 551 0.000 23.8 Up: Si T-100 55 18 0.028 0.000 Rect 02 12 0.0, 0.000 18 Presize 826 0.8 0.341 0.459 0.000 -Duct Name: SR-220, Supplies: Guest Entry, Fittings: 24, 4-AD, Effective Length: 90.9 0.338 0.462 Runcut 0,0003 8 478 OM7 Up: ST -180 128 6.2 0.041 0.031 Rnd 16.0 8.7 74.9 0M7 Presize 167 33.5 0.301 0.499 -Duct Name: SR-230, Supplies: Laundry, Fittings: 2- 1 1, 4-AD, Effective Length: 49.1 Runout 0,0003 5 381 0.005 Up: T -170 128 3.9 0,049 0.019 Find 9.7 5.5 39.4 0.024 Presize 52 12.7 0.317 0.483 --Duct Name: ST-170, Feeds Into Guest Entry, Effective Length: 2.2 0.002 Presize 787 Trunk 0.0003 16 551 0.001 Up: ST -110 55 18 0.028 0.000 Rect 2.2 12 0.0 0.001 Presize 826 10.8 0.341 0A59 -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 31.7 0.338 0A62 --Duct Name: ST-310, Effective Length 4.8 Trunk 0.0003 16 525 0.001 Up: ST -170 55 18 0.026 OMO Rect 4.8 12 0.0 0.001 Presize 787 23.8 0.340 0.461 --Duct Name: ST-320, Effective Length: 0.5 Trunk 0.0003 16 471 OMO Up: ST -180 55 18 0.021 0.000 Rect 0.5 12 0.0 0.000 Presize 706 M 0.338 0.462 Y.\.,.\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM -Duct Name; SR 90, Suppli Master Bath, Fittings: 2 -1, 4 -N, Effec Length. 70.5 Runout 0.0003 7 131 0.001 -Duct Name; SR -120, Supplies: L oft/1� roam 3, F •1, 4 -G, 8- , 8- , Effect ive Length: 96 4 . 03.003 Rnd 15.5 7.7 Runout o.0003, 7 176, 0.002 -� -Duct Name: S R- 21 0, Supplies: Bath, Fittings: 2 -1, 4 -H, Effective Length: 23.5 31.6 Up: ST -190 Runout 0.0003 4 5.4 0.009, O,OQ,7 0.0032 0.000 RCtd 1 . 7.7 77.1, 0.009 0464 inch, Airflow. CFM, Velocity. ft./ min, Temperature. F Presize 47 35.4 0.329 0.471 -- -[du Name; SR -130 Supplies: Be dr oom, 2, Fittings; 24,44 Effective Length: 64.8 . R unout ' 0.0033 7 142 0.001 Up: ST -21 O 55 5.4 0.006 0.003 Rnd 15.4 7.7 49.4 0.004 Pr 38 26.3 0.332 0.468 -Duct Name: -1 40, Supplies: aster Bedroom, Fittings: 2 -1, 4-G, Effective ' Length: 75.3 Runout 0.0003 7 213 0.002 Up: ST -29O 55 5.4 0.013 0.007 Rnd 173 7.7 58,1 0.010 P resize 57 31.6 0.326 0.474 -Duct Name; SR 90, Suppli Master Bath, Fittings: 2 -1, 4 -N, Effec Length. 70.5 Runout 0.0003 7 131 0.001 Up: ST -260 128 5.4 0.005 03.003 Rnd 15.5 7.7 55.0 03.003 Presize 35 28.4 0.333 0.467 -� -Duct Name: S R- 21 0, Supplies: Bath, Fittings: 2 -1, 4 -H, Effective Length: 23.5 31.6 0,326 Runout 0.0003 4 46 0.000 Up: T -250 55 3.1 0.0032 0.000 Rnd 6.0 4.4 17.5 0.0002 Presize 4 6.3 0.336 0464 -Duct Name: SR•24O, Supplies: M aster Bed room, F ittings: 2 -1, 4-G, Effective Length: 84.1 Runout 0.0003 7 213 0.002 Up: ST -240 55 5.4 0.013 0.000 Rnd 173 7.7 66.8 0.011 Presize 57 31.6 0,326 0.474 -Duct Name. SR -250, Supplies: Bedroom 2, Fittings: 2-1, 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: Loft/Bedroo , 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, 03uct saes. inch, Airflow. CFM, Velocity. ft./ min, Temperature. F W i PM I Numoer ot active`.trunks:. .. Number of active runouts: 1 Total runout Nutlet airflow: S Main trunk airflow. 326 SR -220 Largest trunk diameter. 15 SHIT -100 Largest runout diameter: S SP-180 Smallest trunk diameter. 15.2 ST -290 Smallest runout diameter: 4 SR -210 Supply fan external static pressure: O* 00 Supply fan device pressure losses: 0:303 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.): 3%0 High Total effective length of supply ( ft.): 232.4 SR-220 Overall total effective length ( ft.): 555.4 High to SR -220 Design overall friction rate per 100 ft.. 0.054 (Available SP x 1001 TEL) System • • M System • (Scenario Total duct surface area: 506 Garage ••. ' • to duct load) iq Wednesday, November 20 2013, 3 :14 PM -Duct Name: RT•180, Effective Length: 3 ®3 Duct. Name: RT•170, Feeds From: Kitchen /Dining,, Effective Length: 2.0 Trunk 0.0003 16 Trunk 0.0003 12 388 0.000 U RT-1 40 ; 75 12 0.020 0.000 -Rect ZO, 10 12 0.006 'o - r6siZ6 323 7.3 -0.032 0.107 "-Op Ot Name: AT-140, Feeds From: Kitchen/Dining Effective Length.: 7.0 0.110 --Duct Name: RMT-100, Feeds From: Guest Entry, Trunk 0.0003 12 388 OMI Up: RT-I 90 75 12 Oa020 0.000 Rect 7.O 10 0.0 0.001 Presize. 323 25.7 -0.033 0.107 -Duct Name: Low, Returns From: Kitchen/ fining, Fittings: 6-B, 6-H, Effective Length: 84.0 171.3 Runout 0.0003 15.2 371 OMO Up: RT-I 90 75 20 0.015 0.012 Rect 0.2 10 83.8 0.012 Presize 515 0.9 -0.022 0.012 -Duct Name: RT•180, Effective Length: 3 ®3 Trunk 0M03 Trunk 0.0003 16 625 0.001 Up: RT-120 75 18 0.034 0.000 Rect 3.3 12 0.0 0.001 Presize 938 10.7 -0.035 0.110 --Duct Name: RMT-100, Feeds From: Guest Entry, Fittings: 5 -H1, 5-N, Eff ective Length: 171.7 Trunk 0.0003 Trunk 0.0003 15.2 675 0.000 Up: Fan 75 20 0.043 0.074 Rect 0.3 10 171.3 0.075 Presize 938 1.7 -0.040 0.115 -Duct Name: RT-I 10, Feeds From: Guest Entry, Effective Length: 1.8 Trunk 0M03 152 675 0.001 Up: RMT-100 75 20 0.043 OMO Rect 1.8 10 0.0 0.001 Presize 938 9.2 -0.039 0.114 -Duct Name: RT•120, Effective Length: 7.7 Trunk 0.0003 16 625 0.003 Up: RT-I 10 75 18 0.034 0.000 Rect 7.7 12 0.0 0.003 Presize 938 38.3 -0-037 0.111 -Duct Name: Low, Returns From: Guest Entry, Fittings: 6-C, 6-G, 12-S, Eff ective Length: 60.1 Runout 0.0003 7 374 0.003 Up: RT- 180 75 5.4 0M3 0.013 Rnd 10.4 7.7 39.7 0.017 Presize 100 19.1 -0.019 0.017 YA ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013,314 PM —Duct Name: RT-1 Effective Length: 4.2 16 RT-180 Largest runout diameter: Trunk 0. 16 559 0.001 Up: RT-I 80 75 18 0.028 0.000 Rect A2 L High '" 0"001 Presize 838 20.8 -0.034 '0.109 _bu Na ct me. F '150, Feeds, From: M aster Bedroom, Effective Length: 0.7 Trunk 0.0003 1 332 ' ,0.000 Up: RT-170 75 14 0.014 0.000 Rect 0.7 10 0.0 0.000 Presize 323 2.7 -0.032 0.107 —Duct Name: ' High, Returns From: Master Bedroom, Fittings: 6-B, 8-S3 , 6-H, Effective Length: 157.6 Runout 0.0003 12 388 0.000 Up: RT- 150 75 12 0.020 0.032 Rect 0.5 10 157.1 0.032 Presize 323 1.8 0.000 0,032 ip��111111111�ip g ��� pgpill 1� 91 Number of active runouts: 3 Total runout outlet airflow: 938 Main trunk airflow: 938 Largest trunk diameter: 16 RT-180 Largest runout diameter: 15.2 LOW Smallest trunk diameter: 12 RT- 170 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 i . wulmol I If • ft •• NIQCI W&A I I Z11 A&I at your design conditions. V, Wednesday, November 20, 2013 3:14 PM Subtotals for structure. 23,644 0 11,243 11,243 People. 3 600 690 1,290 Equipment. 0 1,200 1,200 Lighting. 0 0 0 Ductwork: 3,715 -413 2,483 2,065 Infiltration. Winter CFI, 85, Summer CFI, 73 5,255 - 1,595 1,055 -540 Ventilation. Winter CFM: 0, Summer CFI : 0 0 0 0 0 Humidification (Winter) 6.95 all ay . 2,550 0 0 0 AEC? Excursion 0 0 935 935 Total Building Load Totals. 49,364 -1,413 17,696 16,193 Total • Total MM rraarr 17,696 Btuh 190 % -1,413 Btuh 0 % 17,606 Btuh 1.47 Toms (used On Sensible + Latent) 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 » at your design conditions. Y.i ...\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3'.14 PM t !.IWM-lf Gain' 16,19 Btuh M. E -00 (:\ wian 11 zu net unit, rnv 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 1580Z 7,089 0 1,159 1,159 I cavity, no board insulation, siding finish, wood studs 1 . , 126-0sv Wall- Frame, 14-15 insulation in 2 x 4stud 863. 6 5,326 0 1,150 .1 1 1 50 cavity, z no board insulation, sldinq 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, Asphai t- Shingles, or Dark Metal, Tar and Gravel or Membrane,, R-38,lqsulation' 2213- Oph-t: Floot-Slab on grade, Vertical board in4ulatio I n 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, 5K9 1,037 0 89 89 T Passive, R-38 blanket insulation, carpet cove g 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 1 0 0 0 0 Humidification (Winter) 6.95 gal/day: 2,550 0 0 0 AED Excursion: 11-1 ---------- - - -------- 0 0 935 935 System I System I Load Totals: 49,364 1,413 17,606 16,193 Square ft. of Room Area: E• Square ft. Per Ton: i ��l�r Btuh 40.364 17,606 Btuh 100 -1,413 Btuh if 17,606 Btuh 1.47 Em Total Sensible Gain: Total Latent Gain: Tons (Based On Sensible + Latent) innvac is an AUUA approvea manuat j ana ajanu"i , 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 • select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions, Y*\..AP[an 1120 End Unitrhv Wednesday, November 20, 2013, 3:14 PM Y:• ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Cooling System Type: Standard Air Conditioner Outdoor Model: CA13NA024' Indoor Model: CNPV*3017A**+TDR Tradename: 13 SEER, PURON AC. Outdoor "Manufacturer: CARRIER Al R -06NOITIONING AHRI,.Reference No.: 4540832 Nominal Capacity: 23200 Efficiency: - 13 SEER, Heating, . System Type: Natural Gas F urnace - Model: 59SC9B060S1 7. 13 Tradenarne: carrier, Manufacturer: CARRIER CORPORATION Descriptiow, Natural Gas or Propane Furnace Capacity: 56000 Efficiency: 92.1 AFUE Y:• ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM �r Y.\ ...\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Room Length: 154,7 ft. System Number:. 1 Room Width. 1.0 ft. Zone Number.. 1 Ares.. 155.0 sq.ft. Supply Air. 167 CFM Ce ling 1 ig t. _ 10.0 ft. .'Supply Air Changes.: 6.5 AC/hr Volume: 1,547.0 cu.ft. RO. Vent. Cl g:' 0 CFM Number of Registers; 1 Actual- Winter`Vent,.': , 0 CFM Percent of Supply., / , Actual S ummer Venn; :.. 0 CFM. . Percent . 6f Sp1y. 'l Actual Winter; Infil,:: 16 CFM Actual Sumner Infi1.:' 1 CFM t n, - WaII- 12F -{)sw 20x5 X 10 187.2 f3.t}65 4w5 f340 0x7 137 S- WaIl�1 © -0s 2.8 X 10 28.3 0x086 5,9 168 1. 0 38 NW- Wall =12F -0sw 4x2 10 31x7 0.065 4x5 142 0.7 ' 0 23 - Wall- 12F -0sw 4.1 X`10 33.3 0.065 4.5 145 0.7 0 24 NW- Wall- 12F -0sw 6.5 X 10 41 0.065 4x5 184 0.7 0 30 NF- WallaI 2D -0sw 12.9 X 10 129.2 0.086 5.9 767 1.3 0 172 SF - Door - New Town Door 2.7 X 17.8 0x350 24.2 430 7.7 0 137 6.7 NW - Door - New Town Boor 3 X 8 24 0.350 242 580 7.7 0 185 NW -Gls -New Town Window hgc- 10 0.300 20.7 207 23..5 0 235 0.30%S SW -GJs -New Town Window sh c- 7.5 0.300 20.7 155 28.3 0 212 0.3 0°/'oS Floor - 22B°10ph 51 ftx.er. 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: 1,881 243 AFD Excursion. 91 Room Totals: 8,161 -293 1,721 �r Y.\ ...\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 M IZE," �`� X218 ,,„� y C I Room Length: 52.9 ftw System Number: Room Width: 1.0 ft. Zone Number: Area: 53.0 sq.ft. Supply Air: 52 CFM Height,: 10.0 ft., Supply Air Changes: - 5.9, AC/hr: Volume: 529»0 cuft Req. Vent. Clg: 0 CFM Number of Registers. rs:: ste Actual Winter Vents 0, CFM Percent of Supply.: 0 Actual, Summer Vent.: O, QFM,, Percent of Supply: 0 °.' ' Actual Winter lnfil.,: .5 Q.FM,,, Actual Summer l 4 �G'����'� "�� 1 ' �t �ar� 1 1 ,. l"�,.�1�a ���`u�tA �1 .a ,1 i', 1 "^��� 1m t 1 , 4-1v ""4�? �.� .m�;�11 U 1w �k SW�WalI�12D -0w 6 10 60 Q.086 5 »9 356 t.3 0 80 NWaWall 12F - 0s 9.6 10 73:3 0w065 4,5 351 {} « 7 58 ICI W-Gls-New7owh Window shgcr 10 0.300, 20.7 207 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-22B-1 Oph 16 ft..Per. 16 0 »481 33.2 531 0.0 0 0 Subtotals for Structure: 1,652 0 608 Infil.: Win.: 4.8, Sum.: 4.2 158 1.889 299 0.379 -91 60 Ductwork: 584 117 AED Excursion: 44 Room Totals: 2,535 -91 829 Y ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM PM C c„O; acUIM10rr M rug. Ot cmg. V,vu;J ,:. currences: I VII Room Length: 6.3 ft. System Number: 1 5.9 Room Width; 6.2 ft. Zone Number: 1 9 Area: 39.4 sq.ft. Supply Air, 32 CFM Ceiling height: 11.4, ft Supply Air Changes, 4,4 AC/h r Volume. 434 4 cu ft, Req. Vent, Clg. 4 CFM Number f Registers: 1 4 .�� .__..__ Actual W inter Vent.: 4 CFM I 942 Percent of Supply.: 4 % Infl.. Win.. 4.2, Sum... 3.6 13£3 Actual Summer Vent.: 0 CFM -79 52 Ductwork: Percent of Supply. 4 % 364 Actual, Winter,Infil.: 4 CFM Actual Summe Irrfil,: . CFM 'J"'_WYCM - V.'t4'x..V.Aj P% l t VV•V V,vu;J ,:. :' r�'l. "t." VII NE- Wall- 12D -4sw 6.2 X 'I1 67.q 4.466 5.9 403 1.3 4 94 � SE-Gls-New Town Window shgc' 9 4.344 24.7 166. 23.2 4 264 0.30%S Floor -24P -361 39.1 .,�__.._ � ..��.� 39.1 .,� __-- 4.434 2.1 1 0.2 ..ww _ ...__ .._ 4 .�� .__..__ 7 .396.. Subtotals�for Structure.___ 942 Infl.. Win.. 4.2, Sum... 3.6 13£3 1.691 264 4.378 -79 52 Ductwork: 364 78 AED Excursion: 34 Room Totals: 1,562 -79 556 Y.\ «..\Plan 1120 End Unit.rhv Wednesday, November 24, 2413, 3.14 PM SE-Wall 12F-Osw 14 X 11 } Calculation Mode. Ntg. & clg. 4.5 Occurrences: 1 0 100 ( Room Length: 361.7 ft. System Number: 1 0.7 0 Room Width: 1.0 ft. Zone Number: 1 90 01 Area; 362.0 sq.ft, Supply Air: 220 CFM 343 Gelling Height: 11.0 ft. Supply, Air Changes: 3.3 A fhr 4,5 Volume. 3,978.0 cu.ft. Req. Vent, Gig. 0 CFM 0.065 Number of Registers. 2 0.7 Actual Winter Vent.. 0, CFM 221.9 0.086 5.9 1,317 Percent .of Supply,. 0 % SE -Glss -New Town Window shgc- 9 0.300 20.7 Actual, Summer Vent.. 0 CFM 254 0.3 Percent of Supply. 0 °/ SE- GIs -New Town Window shgc- 9 Actual Winter Infli., 1.8 -CFM 186 28.2 0 254 0.30%S Actual Summer Infil 16 1 CFM SE-Wall 12F-Osw 14 X 11 136 0.065 4.5 610 0.7 0 100 W-Wall-I 2F-Osw 6.7 X 11 60.9 0.065. 4.5 269 0.7 0 44 SE- Wall- 12F -Osw 1.8 X 1 11 20,1 0.065 4.5 90 01 0 15 SW-Wall- 1 2F-Osw 9.7 X 11 76..4 0.065 4.5 343 0,7 0 56 NW- Wall- 12F -Osw 1,8 X 11 20.1 0.065' 4,5 90 0,7 0 15 SW-Wall-1 2F-Osw 0.7 X 11 7.4 0.065 4.5 33 0.7 0 5 NE- Wall- 12D -Osw 20.2 X 11 221.9 0.086 5.9 1,317 1.3 0 296 SE -Glss -New Town Window shgc- 9 0.300 20.7 186 28.2 0 254 0.3 SE- GIs -New Town Window shgc- 9 0..300 20.7 186 28.2 0 254 0.30%S SW-- Glls- Town Window shgc- 13.5 01.300 20.7 279 28. 0 381 #New 0.3 O %S SW -Glls - New Town Window shgc- 30 0.300 20.7 621 28.2 0 847 0.30%S UP- Ceil -16R- 3819.3 X 1 19.8 0.026 1.8 35 12 0 23 Floor-20P-38 1 X 341 341.4 0.030 21 707 0.2 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 AED Excursion. 249 Equipment. 0 1,200 Room Totals: 7,676 -346 4,691 Y.\ ,..\Plan 1120 End Un t.rhv Wednesday, November 20, 2013, 3:14 PM Y.N .. \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM ce ure M alculMbon ode: ��HMga Ni cl�g��OcMurrenc�esr Room Length: 252.3 ft. System Number: I Room Width: 1.0 ft. Zone Number: 1 ' Area: 252.0 sq.ft. Supply Air: 145 CFM Ce Height: Supply Air Changes: 34 -AQ/hr Volume: 2,776,0 cuft Rao. Vent.'Cig: 0 CFM 16rnW.of Registers: 21 Actual Winter Vent.: 0' CFM Percent of Supply,', 0 % Actpal, Summer Vent,: CFMI Percent of Supply:' Actual Winter Infil.: 15, CFM Actual Summer lnfil,i 89 NW - Wall 12F•4sw 14 X 11 106.2 4.465 4n5 476 0.7 # 78 SW-Wall-I 2F-Osw 4 X 11 44, 0.065 4.5 197 0.7 0 32 NW-Wall-I 2F-Osw 6.3 X 11 61.6 0.065 4.5 276 0.7 0 45 NE-Wall-I 2D-Osw 7.7 X 11 84.4 0M6 5.9 501 1.3 0 112 SW-Gls-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 0.30%S NW- GIs -New Town Window shgc- 30 OMO 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, 0.300 201 166 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 AEb Excursion: 164 Room Totals: 6,065 -284 3,089 Y.N .. \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 `� "VAC I I t I" NswTowh P P ;IaO] Load Procedure G n t'C Room Length: 212.5 ft. System Number: I Room Width: 1.0 ft, Zone Number: 1 Area: 213.0 sqft Supply Air: 93 CFM Ceiling Height: 8.0 ft. Supply Air Changes:, 13 , AC /hr,, Volume: 1,700.0 cuft. Req. Vent. Clg: 0 CFM Number of Registers:, 2 Actual Winter, VeM: 0 CFM. Percent of Supply.: 0 %, Actual Summer Ve nt. . en QFM, 'Per6ent of Supply: Actual Winter Infil.: 0 -CFM, Actual Summer lnfil. 7 FM 40 X70 SE-Gls-New Town Window'shgc- 25 0.300 20.7 518 28.2 0 706 0.30%S UP-Ceil-1 38 212.5 X 1 212.5 0.026 1.8 381 1,2 0 254 Subtotals for Structure: 2,348 0 1,270 Infil.: Win.: 8.6, Sum.: 7.5 283 1.883. 535 0.379 -162 107 Ductwork: 863 281 AED Excursion: 106 People: 200 lattper, 230 sen/per: 1 200 230 Room Totals: 3,746 38 1,994 Y:\...\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Room Length: 148.1 ft. System Number: I 0 Room Width: 1.0 ft. Zone Number: I 28.2 Area: 148.0 sq.ft. Supply Air: 77 CFM Ceiling Height: 8-0-ft-I Supply A� Sup A ir Changes: 3.9, AC/hr Volume: 1,18&0 cu.ft. Req. Vent. Cl g: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM 203 1.889 383 Percent of Supply.: 0 % Ductwork: Actual Summer Vent.: 0, CFM 231 AED Excursion: � Percent of Supply: 0' 87 People: 200 tat/per, 230 sen/per: Infil.: 6 CFM 200 230 A : MAI Summer Intil;:, 5 -CFM; 2,552 84 1,638 SW-Wall-12F-Osw 14.7 X 8 117.4 0.065 4.5 526 0.7 0 86 SE-Gls-New Town Window shgc- 25 0.300 20.7 518 28.2 0 706 0.30%S UP-Ceil-I 6B-38 148.1 X 1 148.1 0.026 1.8 266 1.2 01 177 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 tat/per, 230 sen/per: 1 200 230 Room Totals: 2,552 84 1,638 Y ..APlan 11 20 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM NW- Wall- I2F -9sw 113 X 8 Cal culation Mode: Htg. & clg. 4.5 Occurrences. 1 0 41 SW -CPIs -New Town Window shgc- Room Length. 211.6 ft. System Number, 1 0. 395 0.30%S Room Width. 1.0 ft. Zone Number, 1 NW- Gll New Town Window shgc- A rea, 212.0 sgfft. Supply Air 113 DFM 824 0.3 0%S Ceiling Height: 8.0 ft. Supply Air Changes. 4.0 AC/hr UP- Creil -16l 6B-38 211 <6 X 1 Volume: 1,693.6 cu.ft. Reg. Vent. C lg, 0 CFM 253 Fl_ r 20P -38 1 X 46 5 _..m.,_ _,__-_ _ _--_ Number of Resister.. 2 _._.�., 2.1 Actual Winter Vent.. 0 DFM 8 Subtotals for Structure. Pe rcent of Supply.. 0 °l 1,624 lnfil., Win.: 7.5, Sum „: 6.5 245 1.892 Actual Summer' Vent..: 0 DFM 93 Ductwork; Per nt of Supply. 0 341 A E D Excursion; Actual Winter lnfrl... -: 7 DFM 128 People 200 latter, 230 senlper 1 Actual Sumer lnfrx m 6 C FM 230 .���� Y.��:, a d: u4 �; �� "��1�a w�..�:�?s�; �"sl �m ",' � P,.F���'C& ....,;; � �, �, �dxtU�` i`Y,,,.....'�.�+ "ra asi �p ' tYU1?��ieiR�i.,, .M;s Y }R'Y� �',..s,''�`a'�+�"u�:��✓s:` NW- Wall- I2F -9sw 113 X 8 55.6 0.065 4.5 256 0.7 0 41 SW -CPIs -New Town Window shgc- 14 0.396 29.7 290 26.2 0. 395 0.30%S NW- Gll New Town Window shgc- 5 0.300 20.7 '725 23.5 0 824 0.3 0%S UP- Creil -16l 6B-38 211 <6 X 1 211.6 0.026 1.8 380 1.2 0 253 Fl_ r 20P -38 1 X 46 5 _..m.,_ _,__-_ _ _--_ 46 5 - 0 030 w.� -_._ ____._ _._.�., 2.1 96 0 »2 0 �__.,.. ._.._- 8 Subtotals for Structure. 2,37 1,624 lnfil., Win.: 7.5, Sum „: 6.5 245 1.892 464 0.379 -141 93 Ductwork; 849 341 A E D Excursion; 128 People 200 latter, 230 senlper 1 200 230 Room Totals: 3,685 59 2,416 Y*\...\Pian 1120 End Unitrhv Wednesday, November 20, 2013, 3:14 PM Y.\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM '4,=`L� r . M � will M it 2f,, Calculation Mode: Htg. & cig. Occurrences: I Room Length: 5.5 ft. System Number: I Room Width: 9.8 ft. Zone Number: I Area: 54.0 sq.ft. Supply Air: 4 CFM Ceiling Height 8.0 ft. Supply Air Changes: 0.5AC/hr, volume, 433.0 cuft Req. Vent. CIg: 0 CFM Number of Registers: 1 Actual Winter Vent. D CFM Percent of Supply.: 0 'Actu Summer Vent.: 0 UK, 'Percent of Supply: Actual Winter Infil.: 0, CFM, 'Actual Sum'rner'Inli 0 CFM ��. �ej ���'1, 1���7ffi 1t "( 4s � �:�t,u Oxt` =;, a }�. '� ���� � \ ;�a��r l�Y, *4 �}'''. �,�,.FS �ri, F;".. �•` .° .��, +� 1, \ x UP- Ceil -1 S_38 54. X 1 54.1 0,026 ,�v vw S!'�� 1.8 97 x� „�" 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 AEI Excursion: 4 Room Totals: 126 0 81 Y.\ ... \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 to a '1113)1:10:_E������ Calculation Mode: Htg. & c1g. Occurrences: I Room Length: 76.3 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: I Area: 76.0 sq.ft. Supply Air: 35 CFM Ceiling, Height 8a0 fir Supply Air Changes 34 AC/hr Volume: 610.0 cUft Req. Vent. Clg: 0 CFM Number of Registers-' Actual Winter Vent.: 0 'CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of I Supply: Actual Winter Infli.: 4 CFM Actual Summon lqfil,: 4 CFM NW-Wall-I 2F-Osw 9.3 X 8 66.6• 0:065 4Z 299 0.7 , 0 NE-Wall-I 2D-Osw 8.7 X 8 69.4 0.086 5.9 412 1.3 0 '92 NW-Gis-New Town Window sh&- 8 0.300 20.7 166 23.5 0 1 o r UP-Ceil-1 -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 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 0.382 -83 55 Ductwork: 393 83 AED Excursion: 31 Room Totals: 1,705 -83 592 Y.*\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM MMOMMAM Loft/Bedroom) Bedroom 2 M M M-w EMI ^� � � \ (A..APlan 1120 End Unit.rhv Wednesday, November 20, 3:14 PM Loft/Bedroom 3 Bedroom 2 Master Bedroom / =I LOU ORM YA ... \Plan 1120 End Unit.rhv Wednesday, November $0,20!% 3:14 PM ■ 1,000 2,000 3,000 4,000 5,00■ I Guest Entry 155 8,161 167 8 1,721 -293 96 167 2, Laundry . 53 2,535 52 5 - 829, -91 0 52 3 P 39 1,562 32 5 - 556 -79' 31 32 4 "Kitchen 362 7,676 157 8,7 4,691 -346 �60 220 5 Living 252 6,065 124 7,7 3,089 -284 1 145 6 Loft/Bedroom - 213 77, 7,7 1,,994 38 "141 93 7 BedtoorTT2' '148 2 52 7,7 1,638 84 96 77 8 Master Bedroom, 212, 3,685 75 - 7,7 2,416 59 134, 113 9' Bath ''54 126 3 4 0 4 4 10 Master Bath '16 1,705 35 7 592 -83 33 5 �� Humidification 2,550 Duct Latent, -418 System I total 1,564 40,364 772 17,606 -1 j 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, I Runout duct velocities are not p6nted 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, Carrier I a # A # y der it ti M- YA ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Y:\ ... \Flan 1120 End Unit.rhv Wednesday, November 20, 2013, 3.14 PM rs rtes ht t►rrs ar 1t t de' lEtd , .ire ± meat, rr► . I N' 't t3 € r 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 doer faces West At least one system with its System Air Type input set to Fred 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 Notation Report." ti., xt TMs, �I:, uvxl rn b �' ~'a "� dr�+�' \kax?:.M fir, `!'�t4 4 ? .at.,7,+: Y rx,x :;a th'iit•. t ixi }aw�w5�"1 S��I�ava P' � s,w a6��i?'sv11C1 .pit n 1 a it b „ t Zone 1: 1 Guest Entry *167 1157 • ,167. 167 167 167 167 167 ; 8 L aundry 52 S2 ` 52 , 56 52 52 52 *57 pour 2 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 Lott/Bedroom 3 111 93 199 113 97 78 97 *114 7, 7 B edroom 2 9 73 99 94 79 59 78 *95 7,7 8 Master Bedroom 134 11 128 133 134 118 137 *140 7,7 9 Bath 4 *5 4 4 4 4 4 4 4 10 Master Bath 35 35 35 36 35 35 35 *6 7 Indicates highest OFM of all rotations. w `fi'1 � ttt<' w.\ � , � rU1 �. 1 �' b � � � �A ` ��'at n\ +v iq , 4 *977 *17,614 * -1 „414 *1.47 45 Northwest 852 15,366 _ 1,417 1.28 9 0 0 Forth 937 16,883 1,415 1.41 1 35 0 Northeast 931 16,769 - 1,415 1.46 180 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:\ ... \Flan 1120 End Unit.rhv Wednesday, November 20, 2013, 3.14 PM Salem , f 1.44 1,42f 132f - - I' 11 11 ' III I. _ . II 1_1_1 _ .1 . _V__ _- - _ I -_I__ I _ _11 I _ 1 _1 I_ I' . I' _1 � T A .... I 1 28 1261 I E I I , _ .... . . __ 1. . I __ _ .... , " 1. , I , . . I . 1. . I � V . I" ... II_I__11__I_____ West Northwest North Northeast East Southeast South Southwest Direction Front door Faces YA..APIan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM III �101 01111111111 0=011, I C= IZOOOt .......... ./ ............. ... -- ...... .......... — ... -- ......... IK Barn gam 10am 11 am 12 pm 1 pm 2pm 3pm 4pm 5pM 6prn 7prn 'rune of Day Front door faces West Front door faces No Front door faces North Frontdoorfaces Northea Front door faces East Front door faces Southe Front door faces South Front door faces Soul Y.\...\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM �C` 'it I R ge COMMUNITY DEVELOPMENT Pr It permit # Building P ermit App licatio n (complete go highlighted areas) Propetty Mitre": Lc� W, M 4 AvF.. S� CPC-I r Property Own (please Srdrrt); j ry e; Address. City, hate, zip 0 C ontractors 6t License iW Phone: Electrical: Vf j jt lgc t liar Bing: �NrnloinC� � d�ariic l: ,. m - Q:. , e I APPROVE Subj o EMI d InspO crag ra s ursu sas TS e I'm /AiRICAMk CW 7WSES AM VM05 AL W5 AgaMICTUO.Al, (* OrM i N7 PdortR MF TWU 4AYUlTS MMW 0 Rt Of "YOVTMVa 1 AWTWS i 1Y,Cti T. i TWSZSA ft T OWY i — . a Nr he i bow .v_...... �..., .�% i,W tow ar tNe $em !mr acF �� i � sr�a FYptafftes 7Tpa Gt Mi* ave 2 2 PROBVIld p ! rrr.a+9 cahanwx lx the Tat 7Fmdevm PanMaWdwrse nrdSrw eOy sawEd3*S�xtlngal ._,_....„..._.... a�Mt M1thc reix>n FAetaTnttPiwwe 3 A" Wx, U, VIIJ11-1 'J AY I ILI r� DrJ Consulting, LLC 6300 Enterprise Lane r# lookupa"tanigal KINERMAM=14 RMZFn* Pages or sheets covered by this seal: 17009761 thru17009765 My license renewal date for the state of Colorado is October 31, 2013, (umber,an (d) referenced in the latest edition ofANSVTPI 1, Section 6.3, Im I LOADING (psi) s SPACING 2-0-0 CSI DEFL in (10c) Vdefll Lid PLATES GRIP TCLL 47,0 Plates Increase 1.46 TC 0,65 1 Verpl-L) 487 16-17 -383 240 MT20 1071144 TCDL 10'0 Lumber Increase 115 Sc 0,58 VwRTL) -1,43 16.17 >233 180 MT20H 1481108 BCLL 00 Rep Stress incr Yes Vita 0,77 Horz(TL) 0 .. 55 13 role rvA SCOL 10'0 Code IRC200W7'R2007 vveight� 149 Ib FT -0% LUMBER BRACING TOP CHORD 2x6 SPF 210OF 9.88 *Excepr TOP CHORD Structural wood sheaftng directly appikid or 2-0-7 on purlins, except end verticals. 1.3:W SPF No.2, 3-8' 2i4 SPF MOF 1,$E BOT CHORD Rigid ceiling directly applied of 7-4-1 on bracing. BOT CHORD 2x8 SPF 2100F 1.$E VVESS I Raw at mldpt 7-15,9-14,10-13 WEBS 2x4 SPF No.2 REACTIONS (ibmize) 13--201710-5-8 (min, 0-2-8),20=197605-8 (min 0�24) Max H= 20-370(LC 6) Max Uplift 13--440(LC 5), 20--423(LC 5) FORCES (Ib) - Max, Comp)Vlax Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-394187, 3-4-612911221, 4-5-8343/168O, 6.8 --889911 788, e-7--817511632, 7-8--3854/760, 8-9-38201767, 9-10-16501347, 11»13-4=212,2-20-4491184 BOT CHORD 19-20-102M627,18-19-136(Y5995, 17-18--172718193,16-17--9805+8782,15-16-.1620/8037, 14-15-786t3804,13-14-35811685 WEBS 3-19-481)2523,4-19-109W272, 4-16--43112203,5-18--6881168,5-17-79/595, S�W-7411196, 7.16--483P2618,7-15-467OM2,9-15--260/1626,9.14-28371601, 10-14-26411554, 10.13 -. 23791564, 3-20-37831`766 ass WARNING - Veft design parameters and read notes on IN% Truss Design Dotwing and included OrJ Reference Sheet (rev 03A 1) before use, Design AM Valid W use with Mark connector states only. This deelp is based only upon parameters shown, and I$ for an Individual builifing component, Appucabitity of design parameters and proper Incorporation of the co hart is fesimnsibilftY of buff ling ditlulpiln Of Owner Of the trusses and instatter. Lateral restraint designations shown on individual web and chord them are for compression buittling only, not 10mullding stabirds, bracing. Additional temporary restraint/ dtagonat bracing to insure idiblity during construction is the responsibility of the Installer, Addifforall permanent buirding stability bracing of the overes epublure is the responsibility of the building designer or owner of the trusses For gicusell guidance regarding design ftbrrcabkift, quality ocauct, storage, delivery, erection, island restraint and d4gona4 bracing, consuft ANSIrrPi 9, 068-89 and SCSI (Butfifing Component Safety Influrrelfirm eviblatim from LLC Scale - 1 .50'2 2.50 FIT 10 It 11 12 20 13 135 5 4X8 July 18,2013 I LOADING (Par) SPACING 2-0 1 CSI DSFL in (10c) 11,181 Ltd PLATES GRIP TOLL 47,0 Plates increase 1,16 TO 065 Vert(LL) .0.87 16 >383 240 MT20 1971144 TCDL umber increase 1,15 SO 068 VmdTL) -1.43 16-17 >233 180 MT20H 1481108 RCLL &0 Rap Stress Iner Yes WB 0.77 Horz(%) 0.55 13 We n/a SCDL 16.0 Code iRC2009TP12007 (Mianx-M) %Ahugft 181 1b FT -0% LUMBER BRACING TOP CHORD 2)6 SPF 210OF 7.8E *Excepr TOP CHORD Strix;turel wood sheathing directly applerd or 240.7 on purfins, except end verficals, 1-3: 2x4 SPF Nb2, 3-8: W SPF 1660F 1.5E SOT CHORD Rigid innIing difecily timmeat or 7-4-1 on bracing. BOO CHORD 2x6 SPF' 2100FI.SE WEBS I Row at midin 7-15,9-14,10-13 MBS 2x4 SPF No,2 OTHERS 2x4 SPF No.2 3•_► � WARNING - Verify design parameters and read notes on this Truss Design Ontering and Included W Reference Sheet (rev 03-11) before use. Dostgn I M0 VaNd for use with MM*k connector plates orty. This design is based oniy upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper atormparation of the component is nuiponsitnIfty of building designer or owner of the trusses and Inspirer. Lateral ofshaint designallons shown on Individual web and chord members the An 00moniSlikin buckling only, not faidsuaderg staNdy hraid% Additional temporary res"but diagonal W" to Insure Matnity during construction is the responsibility of the instager. Addftmnol perms neto buffiling stability broom; of the overall toudure 4 the responsibAfty of the building deSignor Or Owner Of the trusses, For generat guidance regarding design responsubtiftles, fabrication, quality control, storage, tr,visry, oniclah, lateral restraint and diagonal bracing, consult ANSI/M 1, DS844 and BCS1 (Suffmir; Component Safety Information) available from j%j%A9j ftoxt - 1:50 2 3X4 It 11 12 M 1.76112 4xe ZZ July 18,2013 _____TT ---- ---------------- aob Truss FT Cry ss Type P 'y v 2-" CST 17009763 INT 1119 El rumich Truss, 3 prates hilreasts 115 TC 021 7,350 s Sep 212012 MiTek Industras, Inc. Thu Jul 18 09:33A2 2013 Page I 10:1ItOnwg3wX3YQvCGWrU9nNfzDyXN-7U6UHEAEt3_LtDQObG2?DZ23qP35Z_TSze7' 0-11-0 6.6.8 Soma 7.23:4 06 3,00 T 3 RM im 3*4 LOADING (psi) SPACING 2-" CST DEFL in (toe) 1 Lid I PLATES GRIP TCLL 30,0 prates hilreasts 115 TC 021 Vert (LL) -0.03 4-6 > M 240 MT21�1 1971144 TCDL 100 SCLL 0 � 0 Lumber Increase Rep Stress Incr Rep Stres 115 Yes SC 0 WB 002 Ved(TL) -0,09 Horz(TL) 0.01 4-5 >737 180 7 nda not L BCDL 10.0 Code IRC20 1 Curtis IRC2 DV7112007 (Mathor-M) We g t. 27 dr FT - 0% LUMBER BRACING TOP CHORD 2x4 SPF No,2 TOP CHORD Stitchurat wood sheathing directly applied or 6-6-8 no Plains, except end verticats. BOTCHORO 2x4 SPF No,2 BOT CHORD Rigid soiling directly applied or 10-0-0 oc bracing, WESS 2x4 SPF Nkr2 OTHERS 2x4 SPF No1 REA"ONS (lb/scre, 6-3 5-8 (min, 0-1-8), 7 -21 1 -8 (min. 0•1-8) Max Horz 5 9) Max Uplift 6-110(LC 5), 7--W(LC 9) FORCES (to) - Max. Comp,Nax. Ton. -All forces 250 (To) or loss riumept when shown. TOP CHORD 2.5--3051224 mas� WARNING - Verity design parameters and mail notes on this Trust Design Drawing and ftluded DrJ Petitions Sheet (rev, 03-111 before usw. Design vaild for use with MlTek connector plates dory. This design Is based only upon parnmudets shown, and Is for an individual building comparrent, Applicability of design parameters and proper moor) orstion of the component Is responsibiffy of buirding designer or owner of the trusses and Retailer, Lateral rostra," dissignations, shown on Individual web and chord members are for compression buckling only, not fordruilifing stabilfty bracing, Additional temporary reshairrit diagonal bracing to insure stafriffty during construction h; the responsitatily of the instager, Adiffierall permanent building stability bracing of the overa structure is the responsibility of the burriding designer at owner of the trusses. For general guidance regarding design responsilitiftres, fabrication, Quality control, storage, othivey. election, Island restraint and diallpirai bracurg, consurt ANSVrP1 1, OSS-89 and SCSI (Bulkarit; Component Safety Information) avagave from 11 July 18,2013 I RM LOADING icsfi SPACING 2-0-0 j CSI E DEFL in (toe) Well Ud PLATES GRIP TOLL 30-0 Pildes, Increase 1,15 TC 0,76 Ved(LL) .0.70 16-17 -511 240 MT20 197/144 TCDL 10,0 § # Lumber Increase 1,16 # BC 0,48 Vert(TL) •1A0 16-17 >255 180 i i MT20H 1481108 SCLL 0C a Rep Stress incr Yes We 0,55 Horz(TL) 0,34 13 We me BCDL 1011 Code IRC20DWTP12007 (Matrix-M) Weight: 142 ib FT - 0% LUMBER BRACING TOP CHORD 2x4 Sop N0.2 TOP CHARD Structural wood shrestIvrig directly applied or 1-9-0 ou, purims, except and vericats. BAT CHORD 2x6SPF2100FI.8E BOT CHORD Rigid ceiling directly applied or 7-0-0 oc bracing. WEBS 2x4 SPF No,2 WEBS I Row at nikipt 7-15,9-14,10-13 REACTIONS (uisize) 13-159810-5-8 (min, C2.0),20-1589 5.8 (min, 04-15) Max Harz 20.346(LC 6) Max Uplift 13-.442(LC 5), 20-421(LC 5) FORCES lie) -Max. Comp,/Max, Tom. - Ali forces 2$0 (m) or less except when shown, TAP CHORD 2 -3 -- 397/99. -. 499211272, 4-56548)1771. 5.8=737911911, 6-7-702111627, 7-8-39%,11001, 89-392&1010. 9-10--ISW479 WARNING • Victly design parameters and food nours on We Truss Design Drawing and mcWded DO Reference Sheol (rev. 03.11) Wore use Design AM vinkf for use with MITok connector Notes only, This design is based ority upon paraffielers shown, and is for an Individual building component, Alstairdm4gy of design parionaties and proper Incorporation of the component is responsibility of building designer of owner of the trusses and mellsiasr, Lshinaelsirtery 10 designations shown on "hilthaii web and chord members are for compression buldicing only, not formillifing statilfty bracing Addiffirmar temporary nestratiol diagonal bracing to insure AlAtIty during construction Is the responsibility ofibe thirster, Additional? permanent buithing shibirity bracing of the overall structure Mai is the responsibility of ft trultding designer or owner of the trusses, For gonsmi quIdance regarding design responsibilities, fabrication, quality control, storage, IIativer amption, lateral restraint and diagonal bracing, consuft ANSIfrPi 1, DS849 and SCRI (Building Component Gansly information) available from 1"Jud ffiffi - 11 - " 2-0.5 3-9-2 7-2-13 IOS-7 14�2-1 19-4-3 ------ 24- 30�0-0 31-3-O 11 2.1-1 1-8-13 3-5.10 3-5-10 3-5-10 5-2-2 5-2-2 5_510 1.3-0 July 18,2013 "Wit inuito IeII973345 Zola lagaii IDS vtonwgawx3yovCGWrU9nNlz,DyXN-X30dwFC69 – Mwkh8?HOCsr8gi3c?vmDuufi F?a gywt8q 11 05 3-9-2 7-2-13 10-8-7 14-2.1 19-4-3 24-64 30-0-0 31-3-0- -0 5 tl 3-1Q Scale - 1:54.4 2,60 5 I LOADING (pat) SPACING 2-0-0 TCLL 30.0 Phasic Increase 1,15 TOOL 10,0 Lumber Increase 1,15 BCLL 0.0 Rep Stress, Incr Yes SCOL 10.0 Code IRC2009rITn2007 LUMBER TOP CHORD 2x4 SPF No,2 SOT CHORD 2X6 SPF 2100F I BE WEBS 2x4 SPF No,2 OTHERS 2x4 SPF No,2 ai 1 Cst Truss T s Te rus yp Pry TC 0,75 INT ills 1 jF2 CABLE BC 0.48 17009765 17009 5 1847 >255 ISO MT20H _ M 0,55 Horz(TL) 0,34 0� "Wit inuito IeII973345 Zola lagaii IDS vtonwgawx3yovCGWrU9nNlz,DyXN-X30dwFC69 – Mwkh8?HOCsr8gi3c?vmDuufi F?a gywt8q 11 05 3-9-2 7-2-13 10-8-7 14-2.1 19-4-3 24-64 30-0-0 31-3-0- -0 5 tl 3-1Q Scale - 1:54.4 2,60 5 I LOADING (pat) SPACING 2-0-0 TCLL 30.0 Phasic Increase 1,15 TOOL 10,0 Lumber Increase 1,15 BCLL 0.0 Rep Stress, Incr Yes SCOL 10.0 Code IRC2009rITn2007 LUMBER TOP CHORD 2x4 SPF No,2 SOT CHORD 2X6 SPF 2100F I BE WEBS 2x4 SPF No,2 OTHERS 2x4 SPF No,2 ai 1 Cst DEFL in (too) Vote Up PLATES GRIP TC 0,75 Vert(LL) -010 16-17 >611 240 MT20 1971144 BC 0.48 Vert(TL) .1,40 1847 >255 ISO MT20H 148/108 M 0,55 Horz(TL) 0,34 13 rota We (Mabir-M) Weight 167 to FT - 0% BRACING TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc puruns, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-0-0 do bracing, WEBS I Row at midpt 7-15,9-14,10-13 zff�� WARNING - early design partioneters and read notes on this Truss Design Drawing and Included ON Refshince Sheet (rev. 03-11) be" use. Design vatic) for use with Mrrek connector planes only. This design is based only upon parser easis shown, and is for an Irifisiduai bulidirog component, Alavdidwity of de-, p parameters and proper incorporation of the admonition Is responsibility oftnolding designer or owner 011he trusses and material, Latersirestaird desildrinkins shown on Individual surs and chord maimbers are for VinultSinon buckling only, not foribuilding satiflity bracing Additional temporary rostrisintr diagonal bracing to insure stabsig during commuction is the responsibility of the insheler. Additional permanent building stallshy bracing of the events stricture Is the responsibility of the buflilus, designer or owner of the trusses, For gallons guidance rissardnitl design responsibilities, fabriciamir, quality control, storage, delivery, enstalou, lateral restrami and diagonal bracing, conicift ANScTPf I e D 8 and SCSI (ButfIft Component Safety Information) available from 11 P17 7= 20 1.75 1 2 July 18,2013 M �1�.OK° (a K ;�*' 5700 F— 39th Avenue - Deaver, Colondo 80207 * Phone- 303-575-6701 * Toll Free: 800-824-3675 - Fax: aO3-575-6706 SR-220,7",91 CFM,ReglOx4 R-230,7",91 CFM,Reg:10 HEEwn 14xV'Transter 9dife im Im"Ni ft. EMU= NEWTOWN BUILDERS MaInFloor PERRIN'S ROW Plan 1119 ��FI I�� I I � I I F.'# cm I I MANUAL J AND MAY USE COMMON Low,7*',100 CFM,.Grillei 157797-1111: 1 1 0 #: tj M , .R ^ . I au. r-Mg. I Drawn: Approved: Date: Job Number: 14x8" Transfer Grille SR-140,7 CFM,Reg:10x4 �, w# Framo In Duct In Matt 1-160,5",3 CFM,Reg:10x4 SR-140,7 ",72 CFM,Reg:10x4 SR- 150,x' ",72 CFM,Reo:l 00 EMM SR-170,6",26 CFM,Reg*10x4 NEWTOWN BUILDERS UpW Floor PERRIN'S ROW Plan 1119 / I/ / \ w I Manual S, D, New Town Perrin's Row Plan 1119 I I E= 11111 1 111111 ,, I III III OPIUM Notes Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative 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. Number of active runouts 13 Total runout outlet airfiow� 808 Main trunk eirftow 726 Largest trunk diameter: 16 ST-230 Largest runout diameter 8 SR -190 Smallest trunk diametev 151 ST-270 Smallest runout diameter: 4 SR-120 apply an eternal static pressure; Supply fan device pressure losses 0.260 WASMA Supply fan static pressure available: 0.540 Runout maximum cumulative static pressure loss* O 383 8-•1 20 Return loss added to supply 0,064 Total effective length of return ( it.): 226.0 Low Total effective length of supply (ft.): 17T3 SR-120 Overall total effective length 4012 Low to SR-120 Desion overall friction rate oer 100 ft, 0,134 (Available S ly x 100 TE L) WASMA man MEMME m Wei Type 77 its + °: a a -' :a .� "` + �, �' �• ros . .. ..... * a a a 1 "'c z' + e ea t 1 1t �St atr ". ♦ ��� tat }14 q'1�'' Date: January 10, 2014 Rating No,: Simulated Performance Analysis Building Name: New Town Builders Rating Org,: EnergyLogic, Inc Owners Name: New Town Homeowner Phone No.: 970,532,3220 1,800315,0459 Property: 1119 End Perrin s Row Raters 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.bIg Rating Date: 01110/14 Building inform n: Conditioned Area (so ft): 1377 Conditioned Volume (cubic ft): 14960 Insulated Shell Area (sq ft): 4072 ' 19* I CC utilizing the Simulated Performance Path, At times the enerP--V fe inMut in the analysis, EnergyLogic, Inc's field inspection process will identify any changes to ensure that the home contin e to meet the intent of t A IEC R-PXnrf&-and mtj --c W 4 meets the intent of the IECC. Ceilings- 1, Attic: R-38 Blown Attic G1 (530 s.f.) R-25.0 continuous insulation, R-13,0 cavity insulation. Name: Flat Insulation Grade: 1 11 111 Face / Inset Comments[Location Z Attic: R30 Blow Open GI (58 s,f) R -17.0 continuous insulation, R -13.0 cavity insulation, Name: Flat edge Insulation Grade: 1 11 111 Face /inset Commentsti-ocation REM/Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings, Q 1985-2013 Architectural Energy Corporation, Boulder, Colorado, 0 ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 2 1. Wall: x6 1600 BF/R23 GI (600 s,f.), Between conditioned space and ambient R-0.0 continuous insulation, R-23,0 cavity insulation, Name: Front 2x6 Insulation Grade: I If III Face / Inset Comments/Location 2, Wall: x4 1 o FB/R1 3 G1 (743 s.f,), Between cond and another cond unit (adiabatic) R-0.0 continuous insulation, R-13.0 cavity insulation, Name: Left 2x4 common Insulation Grade: I it III Face I Inset Comments/Location 3. Wall: x6 16oc BF/R23 GI (400 s.f), Between conditioned space and ambient R-0,0 continuous insulation, R-23.0 cavity insulation, Name: Back 2x6 Insulation Grade: I It III Face I Inset Comments/Location 4. Wall: x6 16oc BF/R23 GI (763 s.f), Between conditioned space and ambient R-0.0 continuous insulation, 8-23,0 cavity insulation. Name: Right 2x6 Insulation Grade: I It III Face / Inset Comments/Location 5. Wall: x6 16oc BF/R23 G1 (20 s,f,), Between conditioned space and ambient R-0,0 continuous insulation, R-23.0 cavity insulation. Name: Left 2x6 Insulation Grade: I It III Face / Inset Comments/Location 6. Wall: x6 16oc BF/R23 GI (200 s,f,), 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/Locabon Windows and Skylights: 111A dedik . 1 I Window: Low E 30 / 30 (137 s.f., South), U-Value: 0,300, SHGC: 0.300 For windows without labeled U-factors, describe features Name: Front 2x6 Orientation: South 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 3 Comments/Location 2. Wndow: Low E 30 /30 (87 s.f., North), U-Value 0,300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: Back 2x6 Orientation: North Comments/1-ocation 1 Window: Low E 30 / 30 (88 s.f, East), U-Value: 0.300, SHGC: 0,300 For windows without labeled U-factors, describe features: Name: Right 2x6 Orientation: East CommentslLocation 1 1 1 Comments/Location Comments/Location Frame Floors: I , Floor F-Glass 16oc 12" G1 (414 s.f), Between conditioned space and garage R-0-0 continuous insulation, R-50A cavity insulation, Name: Garage Insulation Grade: I It III Face I Inset Comments/Location 2, Floor: F-Glass 16oc 12" G1 (25 s.f), Between conditioned space and ambient conditions R-0.0 continuous insulation, R-50.4 cavity insulation. Name: Cant Insulation Grade I It fit Face / Inset Comments/Location I Stab: RI O-SI 0'w/R1 0-PI 8"G1 (188 s.f.) R -10.0 perimeter insulation, R -10.0 under stab insulation, Name: Slab Insulation Grade: I If III Face / Inset 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 4 Comments/Location 1. Joist Ambient (90 sfl, Between conditioned space and ambient R-0.0 continuous insulation, R -1 cavity insulation, Name:Ambient Insulation Grade: I If III Face / Inset Comments/Location 2. Joist Party (41 sfl, Between cond and another cond unit (adiabatic) R-0.0 continuous insulation, R-1 3.0 cavity insulation. Name: Party Insulation Grade 1 11 fit Face / Inset Comments[Location Mechanical Equipment: 1 1 1 i ! I I ! i : ! I!! � I z» Make and Model Number 111 !11111 1 1111111, 1 11111", 1 1 11111 1111 1 J I I I "I I I I I 111, 1 1 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 afm, 24,0 hrs/day, 15.0 watts. System description(make)� Air Leakage Control: Visual inspection at rough for mandatory code air barrier and insulation features. 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, N ®« CODE INSPECTION CHECKLIST am Duct Leakage and Insulation: Duct System I Leakage to Outside and Total Duct Leakage Duct System I Leakage to Outside is specified in REM/Rate at I 000 CFM @ 25 Pascals Duct System I Total Duct Leakage is specified in REM/Rate at 1.000 CFM @ 25 Pascals I 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 Corporat Boulder, Colorado. Im DUCT LEAKAGE CODE REQUIREMENTS FOR JECC Date January 10, 2014 Property: 1119 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 Cirg.: EnergyLogic, Inc Rater's Name: Peter0berhammer Raters ID: 9189857 Rating Date: 01/10114 . . .......... Projected Rating: Based on Plans - Field Confirmation Required. Normalized, Modified End-Use Loads (MMStu/year) ENERGY STAR As Designed Heating: 187 166 Cooling 8.2 63 Water heating 9.4 9,1 Lighting &Appliances 167 17.9 To ta 1'. 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 w10 PV<= HERS Index of Reference Design Home AND HERS tndex� = HERS Index Target to comply. Mandatory Requirements for All ENERGY STAR Version 3.0 Qualffied Homes F '1 ix I L—J Duct leakage at post construction better than or equal to ENERGY STAR requirements. Envelope insulation levels meet or exceed ENERGY STAR v3,0 requirements. _j Stab on Grade Insulation must be > R-5, and at IECC 2009 Depth for Climate Zones 4 and above Envelope insulation achieves RESNET Grade I installation, or Grade It with insulated sheathing, Windows meet the 2009 IECC Requirements - 1able 4021.1, [X ENERGY STAR Checklists fully verified and complete. This home MEETS OR EXCEEDS the energy efficiency requirements for designation as an EPA ENERGYSTAR Version 3 Qualified 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 Archilectural Energy Corporation, Boulder, Colorado. ENERGY TA RSION 3 HOME REPORT New Town Builders g- REM/Rate - Residential Energy Analysis and Rating Software v14.3 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 Ceiling Fan (cfrrI VVneatridge, CO 80033 Rater's Name: Peter Oberhammer Builder's Name New Town Builders Rater's ID: 9189857 Building Name: New Town Builders Rating Date: 01/10/14 1711iritli 1 111 1 I� 1111 1111111 � I I I I I I I 1 1 1111111 IF! • !1 1 ! piiij: 1IM 1I ��� I Fuel-fired air distribution, 55,0 kBtuh, 92.1 AFUE. Air conditioner, 30,0 kBtuh, 13.0 BEEF. Conventional, Gas, 0,62 EF, Heat- Cool=Yes Exhaust Only: 46 cfm, 15.0 watts. Percent Interior Lighting: 90,00 Percent Garage Lighting: 000 Refrigerator (kWhtyr): 775,00 Dishwasher Energy Factor: O60 Ceiling Fan (cfrrI 000 Clothes Dryer Fuel: Clothes Dryer EF: Clothes Washer LEk --*AJ Range/Oven Fuel: I REM/Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. Q 1985-2013 Architectural Energy Corporation, Boulder, Colorado, ENERGY STAR VERSION 3 HOME VERIFICATION SUMMARY ..... ....... ... . ..... .... .. ..... . - .... ....... . .... . .... .... .......... ... .. .. .. ......... . ------- ............. ............. — ... ......... ...... ... ....... ................. .. ......... .... — This home MEETS OR EXCEEDS the EPA's 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 10, 2014 Ratin 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 Raters Name: Peter Oberhammer Address: Wheatridge, CO 80033 Raters No,: 9189857 Builders Name: New Town Builders Lights &Appliances: 599 Weather Site: Denver, CO Rating Type: Based On Plans File Name; 1119 End Perrins Row.bIg Rating Date: 01/10/14 W N R= REM/Rate - Residential Energy Analysis and Rating Software v14,3 This information does not constitute any warranty of energy cost or savings, 0 1985-2013Archdoetural Energy Corporation, Boulder, Colorado. Annual Energy Cost($) 2009 JECC As Designed Cooling: 77 90 Water Heating: 160 160 SubTotal -Used to Determine Compliance, 647 606 Lights &Appliances: 599 597 Photovoltaics: -0 -0 Service Charge: 0 0 Total: 1245 1204 Window LI-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 403,22): PASSES W N R= REM/Rate - Residential Energy Analysis and Rating Software v14,3 This information does not constitute any warranty of energy cost or savings, 0 1985-2013Archdoetural Energy Corporation, Boulder, Colorado. 2009 IECC ANNUAL ENERGY COST COMPLIANCE 11,114-011507m ► m2im im REM/Rate - Residential Energy Analysis and Rating Software v14.3 yki.11toni rolfft I Date: January 10, 2014 Ratin Building Name: New Town Builders Rating Org.: EnergyLogic, Inc Owner's Name: New Town Homeowner Phone No.: 970.532„32201,800.315.0459 Property: 1119 End Perrins Row Rater's Name: Peter Oberharnmer Address: Wheatridge, CO 80033 Rater's No,: 9189857 Builder's Name: New Town Builders Lights &Appliances: 599 Weather Site: Denver, CO Rating Type: used On Plans File Name: 1119 End Perrins Row,bIg Rating Date 01/10114 Conservation us= Design energy cost is based on the following systems: Healing: Fuel-fired air distribution, 55,0 kBtuh, 921 AFUE, Cooling. Air conditioner, 30.0 kBtuh, 13.0 SEER. Water Heating� Conventional, 0,62 EF ------------ 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, Annual Energy Cost ($) 2012 IECC As Designed Heating: 327 356 Cooling: 97 100 Water Heating: 160 160 SubTotal - Used to Determine Compliance: 686 616 Lights &Appliances: 599 597 Pholovoltaics: -0 -0 Service Charge: 0 0 Total: 1183 1213 Window 09- 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 Conservation us= Design energy cost is based on the following systems: Healing: Fuel-fired air distribution, 55,0 kBtuh, 921 AFUE, Cooling. Air conditioner, 30.0 kBtuh, 13.0 SEER. Water Heating� Conventional, 0,62 EF ------------ 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, 2012 IECC ANNUAL ENERGY COST COMPLIANCE �m REM/Rate - Residential Energy Analysis and Rating Software 04.3 E IL C11 • Ul co 0 ix c c w 0 UJ 0 N ui • 0� - 0 :2 I Project ReDOrt I OWN 0 ri 0, 010rado rfaces est Daily Temperature Range- High Latitude-, 39 Degrees Elevation: 5418 ft Altitude Factor '0.819 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bu lt , Rgl.HLim RpI.Hljm Pry Bylb Differgngg Winter: 1 0.19 80% 50% 70 61.05 Summer: 91 59 15 0 /0 50% 75 -39 Square ft. of Room Area: 1 Volume (W) ♦ Cond, Space: 13,147 • Total Heating Required Including Ventilation Air: 35,769 Btuh 35.769 MBH Total Sensible Gain: 15,811 to 100 % Total Latent Gain: -1,352 Btuh 0 % Total Cooling Required Including Ventilation Air: 15,811 Btuh 1.32 Tons (Based On Sensible + Latent) I D computer pro gram 8t Ed n e n 2 ' a Y v ry - 7 li" Mi Rhvac is an ACCA approved Manual J and M - anual 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. 3 Be sure to select a unit that meets both sensible and latent loads according to the manufacturees performance data at your design conditions. Y.\ ... \Plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM UD Winter: 1 0.19 80 50% 70 Summer: 91 59 15 50% 75 # # ME H. YA ..A Plan 11 1 .rhv Wednesday, November 20, 2013, 3:03 PM 1�;)' a Mt Scope • w • Building 1.32 1,139 1,373 16,811 -1;352 15,811 35,769 684 684 684 System 1 1.32 1.139 1,373 15,811 - 1,352 16,811 35,769 684 684 684 18x12 Duct . Latent -514. 0 u ickcafion • :, . 2,304 ., . pane 1 1 15,811 & 15,111 ' 33465 684 , 684 684 10x13 I -Guest Entry 145' 1,660 -256 1,660 7,23C 143 .. i 148 'r 8 2- Laundry 41 694 -101 694 ' 2,553 52 30 2 ` 6 3 -1ft 280 4,21'3 -28 4,2 9 629$ 1. 9 : j8 3'Y 183 7,7 4 -Lfvin 277 2,452 -41 2,452 '5 "'I'M ' '106:` .: -11,0 " 7,7 , 5-PWDR .. 43 654 -113 654 , 1,873 38, . .28 38 4 6 =185th 50 ' 575. -63 575' 1:,259 5.. 2i` 2 i 7- Bedroom 2 138 -1,760, 104 1,664 2,:127, 8 76 . 76 7,7 8-MAster Bath 62 734 -74 734 1,583 32 32 32 9- star Bedroom 223 2,255 169 2,364 2,652 5 4 98 98 7,7 1Q -flail 114 808 -114 808 2,317 47 35 47 Not MM l _4 Sum of room airflows may be greater than system airflow because system room airflow option uses the Greater of heatincl or cooling. YA ... \Plan 111 ..rhv Wednesday, November 20, 2013, 3:03 PM Md M! !.�-Duct Name: STr276, Feeds Into. Living, Effective Length: 0.4 Runout 0.0003 7 Trunk 0.0003 15.2 'trunk 0.0003 15,2 27 0.000 OMI UP: ST -160 128 20 0=0 0.000 0.000 Rect ' 0.° 10 , 0.349 -Duct Name: ST-130, Feeds Into: Living, Fitting: 8-83C, Effective Length: 10.8 Presize 38 2 0A51 0.349 OMO "-Duct Name: ST'6150,.Fee'ds Living, Eft6ctive Length: 1.6 0.015 0,002 Rect 0.8 12 Trunk 0.0003 '15.2 287 Presize 593 4.2 0.452 Up: ST-190 55 20 0.010 0.000 Ract 1.6 1 0.0 0.000 Presize 396 7.9 0,452 0.348 -Duct Name: ST-240, Feeds Into: Living, Eff ective Length: 1.8 Trunk 0.0003 15.2 156 0.000 Up: ST-210 55 20 0.003 0,000 Rect 1.8 10 0.0 0.000 Presize 216 8.8 0.452 0.349 --Duct Name: ST-160, Feeds Into: Living, Effective Length: 1.0 Runout 0.0003 7 Trunk 0.0003 15.2 86 0' * 000 Up: ST-240 55 20 OMI 0.000 Rect 1.0 10 0.0 0.000 Presize 119 5 0.451 0.349 -Duct Name: ST-130, Feeds Into: Living, Fitting: 8-83C, Effective Length: 10.8 Trunk 0.0003 16 395 OMO Up: ST-120 55 18 0.015 0,002 Rect 0.8 12 10.0 0.002 Presize 593 4.2 0.452 0.348 -Duct Name: SR-100, Supplies: Living, Fittings: 2-1,4-AD, Effective Length: 60.7 Runout 0.0003 7 206 0.001 Up: ST-130 128 5.4 0.011 0.005 Rnd 12.6 7.7 48.1 0.007 Presize 55 23.1 0A46 0.354 --Duct Name: ST-140, Feeds Into: Living, Effective Length: 2.7 Trunk 0.0003 152 361 0.000 Up: ST-1 0 55 20 0,015 0.000 Rect 2.7 10 0.0 0.000 Presize 502 13.3 0.452 0.348 --Duct Name: SR -11 Supplies: Living, Fittings: 2-1, 4-AD, Effective Length: 74.2 Runout 0.0003 7 206 0.001 Up: ST-250 128 5.4 0.011 0M7 Rnd 12.6 7.7 61.6 0,008 Presize 55 23.1 0A44 0.356 YA ,.. !Plan 11 19.rhv Wednesday, November 20, 2013, 3:03 PM --Duct Name: SR-220, Supplies: Kitchen/Dining, Fittings: 2-1, 4-AD, Effective Length: 68.7 Runout 0.0003 7 !.-Duct Name: SR-120, Supplies: PWDR, Fittings: 2-1,.4-AD, Effective Length: 41,9 0.002 Up: ST-230 55 Up: ST -210 Runout 0.0003 '41 436 6.01 0.018 0.0 Up:,ST- 3A OM3 0.023 60.9 0.020 R' 13. .4 nd, 2 3 91 14.4 0.432 Presize 38 14.2 0.417 0.383 0.020 0.020 "Duct Name ST-190, Feeds Into: Living, Effective Length; 0.0003 7 341 0.000 Trunk 0.0003 15.2 338 0.000 5.4 0,029 Up: ST-140 55 20 0.013 0.000 1.1 7.7 Rect 1.9 10 0.01 OMO Presize 91 Presize 470 9.6 0.452 0.348 --Duct Name: ST-230, Feeds Into: Guest Entry, Eff ective Length: 0.7 -Duct Name: ST-210, Feeds Into: Living, Eff ective Length: 1.5 Trunk 0.0003 Trunk 0.0003 15.2 221 0.000 Up: ST -110 Up: ST-250 55 20 0.006 0.000 OMO Rect 1.5 10 0.0 0.000 0.0 0.000 Presize 307 7.5 0.452 0.348 3.3 --Duct Name: SR-220, Supplies: Kitchen/Dining, Fittings: 2-1, 4-AD, Effective Length: 68.7 Runout 0.0003 7 341 0.002 Up: ST-230 55 Up: ST -210 55 5.4 0.029 0.018 0.0 Rnd 7.8 7.7 60.9 0.020 -Duct Name: SMT-100, Feeds Into: Guest Entry, Fitting: 1-H2, Effective Length: 99.1 Presize 91 14.4 0.432 0.368 Up: Fan 128 -Duct Name: SR-230, Supplies: KitchenlDining, Fittings: 2-1, 4-AD, Effective Length: 54.1 0.020 0.020 Runout 0.0003 7 341 0.000 4.8 Up: ST -160 55 5.4 0,029 0.015 Rnd 1.1 7.7 53.0 0.016 Presize 91 2 0.436 0.364 --Duct Name: ST-230, Feeds Into: Guest Entry, Eff ective Length: 0.7 Trunk 0.0003 16 395 0.000 Up: ST -110 55 18 0.015 OMO Rect 0.7 12 0.0 0.000 Presize 593 3.3 0.456 0.344 --- Duct Name: ST-220, Effective Length: 6.3 Trunk 0.0003 16 395 0.001 Up: ST-230 55 18 0.015 0.000 Rect 63 12 0.0 0.001 Presize 593 31.7 0A55 0.345 -Duct Name: SMT-100, Feeds Into: Guest Entry, Fitting: 1-H2, Effective Length: 99.1 Trunk 0.0003 16 484 0.000 Up: Fan 128 18 0.020 0.020 Rect 1.0 12 98.1 0.280 Presize 726 4.8 0.456 0.344 M YA ..APlan 1119. rhv Wednesday, November 20, 2013, 3:03 PM .!"*Duct Name: ST-110, Feeds Into: Guest Entry, Effective Len gth:0.9, Runout Trunk 0.0003 16 449 0.60b Up: SMT�1 00 128 e 18� 0.018 0.000 Rept, 0.9" Rnd 16.6 O Presize 674 4.6 - 0,456 0.344 U _D ct 3 ame:ST-120, Effective Length: 6.8 0.429 0.371, --Duct Name: SR-1 40, Supplies: Master Bedroom, Fittings: 2.1, 4-G, Effective Length: 76.0 Trunk 0.0003 16 395 0.001 Up: ST-220 55 18 0.015 0.000 Re 6.8 12 0.0 0.001 Presize 593 33.8 0.454 0.346 --Duct Name: SR-200, Supplies: Laundry, Fittings: 2-1, 4-AD, Effective Length: 44.7 26.7 Runout 0.0003 6 265 0.001 Up: SMT-100 128 4.7 0.021 0.009 Rnd 2.6 6.6 42.1 0.009 Presize 52 4.1 0.447 0.353 -Duct Name: SR-1 90, Supplies* Guest Entry, Fittings: 2-1, 4-AD, Effective Length: $4.2 Runout 0.0003 8 424 0.005 Up: ST -110 128 6.2 0.033 0.022 Rnd 16.6 8.7 67.6 0.028 Presize 148 34.7 0.429 0.371, --Duct Name: SR-1 40, Supplies: Master Bedroom, Fittings: 2.1, 4-G, Effective Length: 76.0 Runout 0.0003 7 269 0.003 Up: ST-240 55 5.4 0.019 0.012 Rnd 14.6 7.7 61.4 0.015 Presize 72 26.7 0.437 0.363 -Duct Name: SR-1 50, Supplies: Master Bedroom, Fittings: 4-G, 2-1, Effective Length: 85.4 Runout 0.0003 7 269 0.003 Up: ST -190 55 5,4 0,019 0.014 Rnd 14.7 7.7 70.7 0.016 Presize 72 26.9 0.435 0.365 -Duct Name: SR-160, Supplies: Master Bath, Fittings: 2-1,4-H, Effective Length: 45.2 Runout 0.0003 5 235 0.002 Up: ST -1 55 3.9 0.023 0.009 Rnd 7.7 5.5 37.5 0.010 Presize 32 10 0.442 0.358 -Duct Name: SR -1 Supplies: Bath 2, Fittings: 2-1, 4-G, Effective Length: 56.5 Runout 0.0003 6 132 0.001 Up: ST-240 128 4.7 0.006 0.003 Rnd 9.8 6.6 46.7 0.003 Presize 26 15.4 0.448 0.352 Y:\...\Plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM Numoer or active TrunKS: 13 Number of active runouts: 13 Total runout outlet airflow: 808, Main trunk airflow: 726 SR-120 Largest trunk diameter: 16 ST -1301 Largest runout diameter: 8 SR -190 Smallest trunk diameter: 15.2 ST-270 Smallest runout diameter: 4 SR-120 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: 0.383 SR-120 Return loss added to supply: 0.064 Total effective length of return ( ft.): 226.0 Low Total effective length of supply (ft.): 177.3 SR-1 20 Overall total effective length ( ft): 403.2 Low to SR-120 Design overall friction rate per 100 ft.: 0.134 (Available SP x 100 / TEI System duct surface area (No Scenario): 136.1 System duct surface area (Scenario 1): 247.3 Garage (Linked to duct load) Total system duct surface area: 383.4 Y.\ ... \Plan I I 19.rhv Wednesday, November 20, 2013, 3:03 PM --Puct Name:, Main Low, Returns From:, Living, Fittings: 6-H, 6-B, Eff ective Length: 88.2 Runout 0.0003 Runout 0.0003. 1 Trunk 0.0003 287 0.000 0.000 Up: 75 18 0.008 0.001 0.000 Rect 12 , 87.3- 01.007, 0.000 Presize 430 4.5 -'0.010 -0.021 0.063 -Duct Name: R" 140; Effedlive Longtt* . 5 -Duct Name: RT-120, Eff ective Length: 8.1 0.0003 0 0 Trunk 0.0003 16 472 0.001 0.002 Up: RT 10 75 18 18 0.000 0.000 Rect - 5.5 12 0.0 0.001 0.002 Presize 708 27.5 4020 0V2 0.010 --Duct Name: RMT-1 00, Feeds From: Guest Entry, Fittings: S- N, 5-0, Eff ective Length: 163.2 Trunk 0.0003 16 539' 0.000 Up: Fan 75 18 0.026 0:043 -Rect 0.7 12 162.5 0.043 Presize 808 15 -0.021 0A4 -Duct Name: RT-1 10, Feeds From: Guest Entry, Eff ective Length: 1.0 Runout 0.0003 7 Trunk 0.0003 16 539 0.000 5.4 Up: RMT-I 00 75 18 0.026 0.000 7.7 Rect 1.0 12 0.0 0.000 10.1 Presize 808 5 -0.021 0.063 -Duct Name: RT-120, Eff ective Length: 8.1 0.0003 0 0 0.000 Trunk 0.0003 16 472 0.002 0.000 Up: RT-140 75 18 0.021 0.000 0.000 Rect 8.1 12 0.0 0.002 0.000 Presize 708 40.4 -0,010 0.010 -Duct Name: Low, Returns From: Guest Entry, Fittings: 6-C, 6- 8x,12 -S, 8-A2,8-A2, Effective Length: 61.7 Runout 0.0003 7 374 0.002 Up: RT-1 10 75 5.4 0.033 0.019 Rnd 5.5 7.7 56.2 0.021 Presize 100 10.1 0.000 0.021 --Duct Name: RT-130, Feeds From: Master Bedroom, Effective Length: 0.0 Trunk 0.0003 0 0 0.000 Up: RT-I 20 0 0 0.000 0.000 Rect 0.3 0 0.0 0.000 Presize 0 0 0.000 0.000 -Duct Name: Mstr Ceiling, Returns From: Master Bedroom, Effective Length* 13.1 Runout 0.01 10 323 0.004 Up: RT-120 75 7.8 0.027 0.000 Rnd 13.1 10.9 0.0 0.004 Presize 176 34.4 -0.014 0.004 YA ... \Plan 1119. rhv Wednesday, November 20, 2013, 3:03 PM Total runout outlet airflow: 808 Main trunk airflow: 808 Largest trunk diameter: 16 RT-140 Largest runout diameter: 16 Main Low Smallest trunk diameter: 0 PT-130 Smallest runout diameter: 7 Low Runout maximum cumulative static pressure loss: 0.021 Low Return loss added to supply: 0.064 Total effective length of return (ft.): 226.0 LOW System duct surface area (No Scenario): 13.6 System duct surface area (Scenario 1): 77.4 Garage System duct surface area (Scenario 2): 67.9 Attic Total system duct surface area: 158.9 wit nt IT-T# i-invac is an AUUA approvea manuai j ano manu 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. s'elezt &'d* 4+ 4 1 mo at your design conditions. Y:\ ... \Plan I I 19.rhv Wednesday, November 20, 2013, 3:03 PM Total Sensible Gain: T IN i R �rQ Tons (Based On Sensible + Latent) Rhvac is an . approved Manual J and IT D computer prog Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All c omputed building • weather may vary. at y our design conditio Total Building Supply CFM: 684 CFM Per Square It.: 0.498 Square ft. o f Ar Sq x !. Volume (ft of Cond, S pace : 13,1 New Town Door: Door- 59.6 1,440 0 459 459 12 -Osw. Wall - Frame, 8 -21 insulation in 2 x 6 shad 1098.8 4,928 0 509 808 cavity, no bard insulation, siding finish, w ood studs 12b -osw. Wall - rame, 1 -15 snsul ttcn in 2 x 4 stud 1274.7 7,565 0 1,699 1,699 cavity, no bard Insulation, siding finish, wood studs 1618 - 38 - . Root /Ceiling Linder - Attic with Insulation on 2 «5 76 O 51 51 Attlq.lw'loor (also use, for the Walls and P artition Ceilings), yented`attic, no radi'a'nt barrier, ix36 insula dark me ; '168 *38. Foof/Ceiling- tjnder Attio with Insulation on Attic 587.3 1,054 O 703 ' 703 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles, or lark Metal, Tar and Gravel or Membrane, 1x38 insulation 228- 10ph -t. 1 lodrw l b on grade, Vertical board insulation 66 2, 91 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. door -Over open crawl space or garage, 443.8 919 0 80 80 _38 blanket Insuldon, covering Subtotals for structure. 22,253 0 10,169 10,169 People: 3 600 690 1,290 Equip ment. 0 1,200 1,200 Lighting. O 0 0 Ductwork. 6,411 -514 2,391 1,877 Infiltration. Winter CFM. 77, Summer C M« 66 4,801 -1 ,438 952 -486 Ventilation. Winter CM« 0, Summer CM: 0 0 0 0 0 Humidification (Winter) 6.28 gal/day: 2,304 0 0 0 AEI Excursion: . _w , _ . _ .__ _ ., ., _ _ ... .. .. _ . • . ".. ,. tl 410 . ............... 41 0 _......,. Y.\. _. Total Building Load Totals: 35,769 -1,352 15,811 14,459 ; Total Sensible Gain: T IN i R �rQ Tons (Based On Sensible + Latent) Rhvac is an . approved Manual J and IT D computer prog Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All c omputed building • weather may vary. at y our design conditio Total Building Supply CFM: 684 CFM Per Square It.: 0.498 Square ft. o f Ar Sq x !. Volume (ft of Cond, S pace : 13,1 Y.i ...!Plan 1113.rhv Wednesday, November 20, 2013, 3.03 PM Cooling System Type: Standard Air Conditioner Outdoor Model. CA13NA013 * * ** A,S) Indoor Models CNPV`2 1 A * *+TDR Tradename: 13 SEER PUR(N AC Outdoor M ribf cturer° CARRI R AIR CONDITIONING', A1RI Reference No.:... 07"27 Nominal Capacity: 18000 Efficiency:. 132:SFER ' Heating System Type:",: N turaf Gas Furnace I Model :' ` ` C2S000S17 1 Tradenamd: Carrier Manufacturer. CARRIER CORPORATION Qes rlption: Natural Gas or Propane Furnace Capacity:, 56000 Efficiency: 92.1 AUF Y.i ...!Plan 1113.rhv Wednesday, November 20, 2013, 3.03 PM cka) Room 0.ength: 144.9 ft. System Number: 1 Room Width. 1.0 ft. Zone Number: 1 Area: 145.0 sq.ft. Supply Air: 148 CFM 9 Ceiling Height: 10.E Supply Air Charges. 6:1 AC/hr Volume; 1,440.0 cu.ft. Req. Vent, Cicg: 0 CFM Number of Registers: 1 Actual Winter Vent. - , 0 CFM Percent of Supply.: ; , 0 °J :..Actual Summer Vent.: 0 , FM Per ehf6i 8UP' ply " } Actual Winter 14 CFI Actual Summer, Infil.: ig CFM, F Wall- 12F -Osw 14.3 X 10 125.5 01.065 4.5 563 0.7 0 92 W - Wall- 12F -'Osysw 6.7 X 10 56,7 0.065 4.5 254 0.7 0 S - Wal1- 12F -Osw 5.5 X 10 45 0.065 4.5 292 03.7 0 -Wall-1 2F-OsW 7.7 X 10 52.7 0.065 4.5 236 0.7 0 39 N °Wall 12D -Osw 12.7 X 10 126.7 0.086 5.9 752 1.3 0 169 F -Door -New Town Door 2.7 X 6.7 17.8 0.350 24.2 439 7.7 0 137 -Door-New Town Moor 3 X 8 2 4 0.350 24.2 588 7.7 0 185 W -GIs Town Window shpc- 10 0.300 20.7 297 33.2 0 332 0.30%S S -GIs-New Town Window shgc- 10 . 0.300 20,7 2037 16.7 0 167 0.30 Floor 22R 1Oph 47 ft _Per _ .._ m. 47 r:_...O 481 ,..._ 33 2 1,560 w.,.. _ ww 0 0 _. 0 M 0 Subtotals for Structure: 4,991 0 . 1,196 Infil.. Win.. 13.8, Sum.. 11.8 468 1.825 855 0.363 -256 170 Ductwork 1,385 251 AFDExcursion __..._ _.._. 3 _A ... Room Totals. e. r _ __..__.. _ ..._..._ 7,231 ... -256 1,660 cka) Room Length: 5.7 ft. system Number: 1 Room Width: 7.2 ft. Zane Number: 1 Artie: 41.0 sq.ft. Supply "Air: 52 CFM - Wall -121F-O W 5.7 X 10 a R 4,5 " . 254 .0.7 f) 42 - Wall®12D-Osw 7.2 X 10 71.7 0.066 5.9, 425 1.3 0 N - Wall -121F-O W 5.7 X 10 56.7 0.065 4,5 " . 254 .0.7 f) 42 - Wall®12D-Osw 7.2 X 10 71.7 0.066 5.9, 425 1.3 0 96 W - Wall- 12F -Osw 5.7 X 10 46.7 0.065 4.5 209 0.7 01 34 W -GIs-New Town Window shgc- 10 0.300 20.7 207 33.2 9 332 Floor- 22B -10ph 19 ft..Per. 19 0.461 33.2 631 0.0 0 0 Subtotals for Structure: 1,726 0 504 MI.: Win.: 5.4, Sum.: 41 165 1.826 336 0.362 -101 67 Ductwork: 469 165 AFC} Excursion: 16 Room Totals: 2,553 .101 694 Y:t ...Plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM s Y:\...\Plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM Room Length: 20.0 ft. System Number: 1 Room Width: 14xO ft. Zone Number: 1 Area: 280,0 sq,ft. Supply Air: 183 CF Oiling Might: 1.1.17 f, Supply Air Change: 3.6 AC/hr , Volume: 3,090.0 cu.ft. Req., Vert. CIg: ' CF rt Number 6 Registers: 2 Actual Winter Vent.: 8 CFM Percent of Supply.: 0 % Actual Summer Vent;: 01 t7FM Percent of Supply: 1�� Actual Winter Infll.. _ 16 CFM , Actual Sirrtr #nfil: F `f CFI Y- tj c F - Wall- lF -t7 26 11 175 Q.t765 4.5 785 C}.7 17 129 Wall- 12[Msw 14 11 154 C?.d86 5. 914 1x3 295 N Wall - 12D. 14111 ,. 154 C}.186 5.9 914 1.3 0 265 - C Ne wTown Window sh c- 22.5 0.300 23x'7 466 33.2 0 745 0 F -GIs-New Town Window shgc- 22.5 0.300 20.7 466 33.2 6 746 0. 30 % S Floor-20P-38 1 X 2 80 ..__ . _.m...._., _ 280 , m ry _. 0.630 . _ a _ 2.1 580 r .ry... 02 �.g __... ._ 5 0 Subtotals for Structure: 4,125 0 2,881 Inf l.. Win.: 15.5, Sum,. 13.3 528 1.826 864 6.362 -289 191 Ductwork: 1,206 638 AED Excursion. 169 gq iprnent w,.. ._a... 1,2603 Roam Totals: _. _ . _ _ 6,295 -289 4,219 s Y:\...\Plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM Y:\ ... \Plan 1119. rhv Wednesday, November 20, 2013, 3:03 PM Room Length: 276.7 ft. System Number: Room Width: 1.0 ft. Zone Number: Area: 277.0 sqft. Supply Air: 110 CFI Ceiling Height: 11.0 ft. Supply Air Changes:, AC/hr, Volume: %0410 cuff. RO. Vent. Cl g: 0 CFM Number of Registers: , Actual Winter Vent., 0 CFM Percent of Supply.: 0 % Actual, Summer tent.:. 0 CF Perceht,6f Actual Winter Infil.: 13 &M Actual Sum 'mer lhfil,: 1 CFM, 'W -Wall-I 2F-Osw 1 2.4 X 11 89.1 0.065 4.5 400 01 0 65 N -Wall-1 2D-Osw 13.8 X 11 '152.1 0.086 5.9 903 1.3 0 203 W_'Door-New Town Door 2.7 X 67 17.8 0.350 24.2 430 7.7 0 137 W -GIs-New Town Window shgc- 30 0.300 20.7 621 33.2 0 995 0.30%S Floor-20P-38 1 X 136.7 136.7 0.030 2.1 283 0.2 0 25 Subtotals for Structure: 3,540 0 1,628 Infil.: Win.: 13.0, Sum.: 11.1 441 1.825 805 0.363 -241 160 Ductwork: 1,030 371 AED Excursion: 64 . qr,2 t}jert par: faqpip� ?qp _lgVp 1 200 230 Room Totals: 5,375 -41 2,452 Y:\ ... \Plan 1119. rhv Wednesday, November 20, 2013, 3:03 PM 62.4 0.065: 4.5 280 0,7 0 74.5. 0.065 4.5 334 0.7 0 62:4 0.065 4.5 .. 280 0.7 0 4 8 0.300 X0.7 166 88.1 0 265 42.5 0,026 1.8 7 6 1.2 0 51 0 463 0.362 -113 75 00 17 -'113 654 Y.\ .r: \Plan 111 .rhv Wednesday, Novem r 20, 2013, 3;03 PM Room Length: 8 8.8 f ft. S System Number: I I Room Width: 5 5.7 f ft. Z Zone Number: 1 1 Area: 5 50.0 s sqft. S Supply Air: 2 26 C CFM Ceiling Haight:, f ft.' S Supply Air Changes: 3.9 A AC/hr VOIUM6: 4 401.0 c cuft R Req''Vent. Clg.. 0 0 C CFM ftftter of Registers: 1 1 A ActudlWinterVent.-,,: „ 0 0 C CFM Percent of Supply.:, 0 0 % % Actual Surnmer'Vent..' C O�, CFM Percent'of S'Uppir, 0 0 % %'' ActualMinter Infil.:, 3 3 C CFM Act6al Infil.- 3 3” C CFM - Wall -'1 `Qsw 8.8 X 8 62.6 0.065 4.5 281 0.7 0 46 N -Wall-12D-Osw 5.7 X 8 45A 0.086 5.9 269 1.3 0 60 E -GIs-New Town Window shgc�- 8 0.300 - 20.7 166 33.1 0 265 0 3 O%S UP-Ceil-1 38 50.1 X 1 50.1 0,06 1.8 '90 1.2 0 60 Subtotals ' for Structure: 806 0 431 Infil.: Win.: 3.4, Sum.: 2.9 116 1.828 212 0.362 -63 42 Ductwork: 241 87 AED Excursion: Room Totals: 1,259 -63 575 ■ Y. ..\Plan 1119. rhv Wednesday, November 20, 2013, 3:03 PM ■ Y. ..\Plan 1119. rhv Wednesday, November 20, 2013, 3:03 PM YA ..APlan 1113.rhv Wednesday, November 20, 2013, 3;03 PM YA ...\plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM Room Length: 5.5 ft. System Number. 1 Room Width. 11.3 ft. Zone Number. 1 Area.. 62.0 sq.ft. Supply Aar. 32 CFM Ceiling, Height:, x6. fit., ' vpply AIr 1 Che es. . AC/hr Volume,. cuft Req. yenta Clg. 0 CFM Number.of Registers: ` 1 Actual Winter Vent.. 0 CFM Percent of Supply.: 0 % "Actual Summer Vent.. CFM percent of Supply. 0 % ,Actual,Winter Infil.e 4 CF Actual Summer Inftl., FM S_ 538 1.3 0 . 121 W - Wall- 12F -0sw 5.5 X 8 34 0.065 { 4.5 152 0.7 0 25 W -GIs-New Town Window shgc- 10 6.366., 20.7 207 33.2 0 332 '0.3 i.J%S- , U P-Ceil-1 6B-38 62.3 X 1 62.3 0.026 1.8 112 1.2 0 75 Floor-20P-38 I X 11.9 11.8 0.030 2.1 25 6.2 6 Subtotals for Structure. 9,634 0 555 Infil.. Win.. 4.0, Sum.: 3.4 135 1.827 246 0..364 -74 Ductwork: 303 111 ASC Excursion: 19 Room Totals. 1,583 -74 734 YA ...\plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM Y ... \Plan 11 19.rhv Wednesday, November 20, 2013, 3:03 PM Calculation Mode: Htg. & c1g. Occurrences: 1 Room Length: 222.8 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: I Area: 223.0 scift Supply Air: 98 CFM Ceiling Height: 8.0 ft. $vpply'Air Changes: 3.3 AC/hr Volume: 1,783.0 cuft Req.Vent.. CIg': 0 CFM Number of Registers: 2 Actual - Winter Vent. 0 CFM Percent of $ppply;: 0 %, 'Actual, Summer Vent 0 CFM Percent of y: 0 % Actual Winter Inf it.:, 5 CFM A6tu4j Surb 4'� UK 86 5.9:, 380 1.3 0 85 W -Wall-I 2P-Osw 8.2 X 8 30.4 0. 4.5' 136 01 0 22 N -Wall-I 217-0sw 2 X 8 16 0.065 4.5 72 OJ 0 12 W -Wall-1 2F-0sw 2.7 X 8 21.4 0.065 4.5 96 0.7 0 16 W -GIs-New Town Window shgc- 35 0.300 20.7 725 33.2 0 1,161 03 O%S UP-Ceil-16B-38 222.8 X 1 2 0.026 1.8 400 1.2 0 267 Floor -20p -38 X 15.2 15.2 0.030 2A 31 ---------- 0.2 0 3 Subtotals for Structure: 1,840 0 1,566 Infil.: Win.: 4.9, Sum.: 4.2 167 1.823 304 0.360 -91 60 Ductwork: 508 341 AFC} Excursion: 58 People: 200 lqVpqr 230 seep er: 1 200 230 Room Totals: 2,652 109 2,255 Y ... \Plan 11 19.rhv Wednesday, November 20, 2013, 3:03 PM Room Length: 113.9 ft. System Number: 1 0.1 , Roan Width: 1.0 ft. Zane Number: 1 5. Area: 114.0 s .ft.. Supply Air: 47 CPM Ceiling, Height: , 8.0 ft. Supply Air C hanges:, 3.1 A hr Volume: 911.6 cu.ft. Re . Vent. CIO: Cel l Number of Registers: 1 UP- Ge_ _38113.9 '1 _ .. Actual Winter Vent.: 8.Ci26 m._ . _ CPM Runcut Air: 47 CPM Percent of Supply.; 5 % . Runcut Duct Size: 4 in. Actul Vent.: t1 CFM Sur+ ut Air Verity: 543 ft./min., . . ` Percent of 'Su 388 % Runaut Air V;elacity :.. 548 fta in. Actual Winter Infil.: 6 CPM 444 0.241': inzwc.Jl.60 ft. :Actual umtner�infil. - CPM VV -Walt -1 er - LS$w1 1. t A 0 i 3.4 U.uo 4.10 1 tab 0.1 , U 'i l I - Wall - 1203 -5 22.3 X 8 17'8.6 ,686 5. 1,060 1.3 238 W -Cls -view Trswn Window shgc- 6 0.300 20,7 194 312. 0 199 0.3 UP- Ge_ _38113.9 '1 _ .. 113.9 8.Ci26 m._ . _ 1.8 _ _ A. 264 .. M 1.2 6 a m,.a... 136 _- .M......... Subtotals fortructurc. *m 1 x493 590 Infil.. Win.. 6.1, :aura.. 5.2 208 1.827 388 0.361 -114 7 Ductwork. 444 122 AED Excursion. 21 Room Totals. 2,317 °114 868 Y:1 ... \Plan 1119.rhv Wednesday, November 20, 2013, 3::63 PM I Chest Entry 1 145 7 7,231 1 148 8 8 1 1,660 - -256 9 92 1 148 2 Laundry . , � � 41 2 2,553 5 52 - - 6 6 694 • •100 � � � ' '_ = . 52 3 Kit c h6n!Dining 2 280 6 6,295 1 129 7 7,7 - 4 4,219 - -289 2 .. 5 163 4 Living 2 277 ' _ _ '5,375 1 110 7 7,7 2 2,462 - -41 1 136: 1 118. 5 - OW DR 4 43 1 1 8 8 4 4 _ 6 654 ` - -113, A A6, 3 38 6 Bath 2 S SCD.. ; ; -1,2% 2 26 6 6 5 575 - -63 3 32 ' ". 6 6 • Ct.1 � Carder 9 2.1 AFUE I r «1f «i11 Y:\ ,,.\flan 1119.rhv Wednesday, November 20, 2013, 3:03 PM Actual. 1.50 100% 18,000 0 18,000 I YA ... \Plan 11 19.rhv Wednesday, November 20, 2013, 3:03 PM * Indicates highest CFM of all rotations. Zone 1.! 00 West I Onest 'Entny, *148 1 43 45 48 48 1 :14 8 148 148 8 North 2' Laundry' 52. 52 52 �52 62 5�' 62 52 6 180 Kitchen/Dining *234 217 1 94 220 228 203 176 211 :7 1A8 4 Living *136 115 110 117 133 125 110 130 1,7 -1,352 15 PWDR *38 38 'X 38 38 38 38 38 4 6 Bath 2 *30 29 26 29 31 26 26 28 6 7 Bedroom 2 '*98 88 74 90 95 80 63 84 7,7 8 Master Bath *41 34 32 34 40 37 '32 39 5 9 Master Bedroom *125 101 76 103 122 112 91 117 7,7 10 Hall *47 47 47, 47 47 47 47 47 1-4 I YA ... \Plan 11 19.rhv Wednesday, November 20, 2013, 3:03 PM * Indicates highest CFM of all rotations. 00 West 1, 0 *1 32 45 Northwest 1,352 1.17 90 North 684 12,084 -1,356 1.01 135 Northeast 790 14,228 -1,351 IA9 180 East 851 15,337 -1,352 1.28 225 Southeast 786 14,163 .1,351 1A8 270 South 688 12,392 .1,355 1.03 315 Southwest 823 14,833 -1,352 1.24 Indicates highest value of all rotations, I YA ... \Plan 11 19.rhv Wednesday, November 20, 2013, 3:03 PM * Indicates highest CFM of all rotations. 1 . 1 11. . . . I . West Northwest North Northeast East Southeast Direction Front door Faces South Southwest s Fri It 11..1..1 I ...,..,...„„... ..... .,...- - r...,...... ..... ............ ."I" ..VIII ...., .�"'��� ........................... 1111, 1111.. 1111.. Sam gam 10 am it am 12 pm 1 pm 2pm 3pm 4pm 5pm 6pm 7pm Time of Day Frontdoorfaces Front «« Northwest Front door faces North F ront Front door faces Northeast door faces Eas Fr ont door faces So utheast a Front doo faces South R «« face S ou t hwes t Y t ...\Plan 11 19.rhv Wednesday, November 20, 2013, 3:03 PM in .. 1111 ..,. ............................... ............................... . 1111 .. ,.,...�. .w..... Sam gam 10 am it am 12 pm 1 pm 2pm 3pm 4pm 5pm 6pm 7pm Time of Day Frontdoorfaces Front «« Northwest Front door faces North F ront Front door faces Northeast door faces Eas Fr ont door faces So utheast a Front doo faces South R «« face S ou t hwes t Y t ...\Plan 11 19.rhv Wednesday, November 20, 2013, 3:03 PM N Complete all information on BOTH sides of this form PLACEMEN ----------- ----------- ------------------ BI - A, - W, --------- 14 4 Bl Al i �14 4 BI All, Bi A BI A's BI PLACEMEN tiPROBVIld - A, - W, aw DrJ Consulting, LLC 6300 Enterprise Lane Madison, Wisconsin, 53719 INIUVAN mi # mdl�llmallffl • Pages or sheets covered by this seal: 17009758 tbru 17009760 My license renewal date for the state of Colorado is October 31, 2013, 3x4 010 5 9 3xil R LCALKNG Lisp SPACING 2.0-0 TCLL 47.0 i Plates Increase 1,15 TCDL 10.0 Lumber Increase 115 BCLL 0:0 Rep Stress Iner Yes BCDL 10'0 Code IRC20WTPt2007 LUMBER TOP CHORD 2x4SPFNia,2 SOT CHORD 2x4 Sep No.2 VVESS 2>3 SPF No.2 *Except* 24 2x4 SPF No.2 OTHERS 2x4 SIDE No.2 REACTIONS (Ible s ize) 9-912/aL5-8 (min. 0-1-8), 11=746A)-3-2 (min. 0-1-8) Max Harz 9-136(LC 9) Max Uplift 9= 5), 11— 187(LC 5) CS1 DEFL in p0C) Vdeft Ud r PLATES GRIP TC 0A2 Verdt-L) -0.15 7-8 -927 240 MT20 1971144 SC G52 Veft(TL) •0,25 7.8 >558 ISO r WB 0,67 Horz(TI) 0,03 11 n1a out (MMAX-M) Weight. 41 lb F'r' - o% BRACING TOP CHORD Structural wood sheathing directly applied or "-13 do purims, except end verticals BOT CHORD Rigid ceiling directly applied or 7-7-12 no bracing, FORCES pip - Max. Comp./Max. Ten, - All forces 250 dth of less except when she" TOP CHORD 2-12-23221505,112-22M514, 3-4=-2142/482,4.5-349164, 8- 10-125roopi, -- Ifo, 2-9 BEST CHORD S -9 =- 4971292, 7- b=- 594/22.28, 6- VVESS 3-8 WARNING - Verily design parameters and lead notes on this Truss Oespir, Drawing slid Included Grj Reference Sheet (risil, 03-1 V) before new Dearge valid for use with MiTak connector pence only, This design is based only upon parameters shown, and Is for an individual building component, Applicability of drApm parameters and proper incorporation of the component is restionsitaity of building designer or owner of the tresses and installer. Lateral restraint doulignalkins, Imisan on mduriduat web and chord members are for compression buckling sure not fortemiding sea ryly bracing Additional temporary restraint/ (08900of bracing to insure stability during construction Is the responsibility of the installer. Additional permanent builifirel stability bracing of the overall structure is the responsibility of the buffiling designer or owner of the trusses. For general quidanse regarding design resprarnbilites, fabrication, quietly content, storage, delivery, election, lateral restraint and Itagorce bracing, consull ANSVTPI 1, 058 and SCSI (Building Component Safety information) available from 1j lu:VtUnwg3wX3YQvGGWTU9aINIzDyXN47vW GqcD7?529R5bSZz.E9ylbf4X2eu6Rt4effiywtAc 4-0-14 3-10-6 4 -x-14 —1------------1--t 79-2 ID�VtQnwg3wX3YQvCGVVrU9nNlzDyXN-UTvCcrEnG7ygJ?H994CmMVI.,I 3R2n0NFgiAddArjy%uAb - . . ....... 7-5-10 - 7-9,2 ....... jj�, ___ . . -�-, 1-3-0 44 — ... . 2,50 FT 4x8 = = Scale � 1:52,0 4 LOADING (par) SPACING 2-0-0 TOLL 4TO Peters Increase 1.15 TCDL 10,0 Lumber Increase 1,15 BCLL 0,0 Rep Stress Incr Yes SCOL 100 Code nZC2009/TP12007 LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-5:24 SPF 210OF I.SE BOT CHORD 2x4 SPF No.2 IACBS 2x4 SPF No.2 REACTIONS (tholure) 10-1529itr9echarricat, B brun, 0 Max Hurt 10=441(LC 6) Max Uplift 10-318(t-C 5), 6--415(LC 5) as CS1 DEFL in (too) pope Ed PLATES GRIP TO Vert(LL) -0,16 t 6-7 0999 d 'T20 197)144 o IS so &:S Vert(TL) -0,32 6J >861 ISO VVB 0,97 Horz(TL) 6.03 6 her we 15 to FT -, 0% BRACING TOP CHORD Stnxturof wood sheathing directly applied, except end verticals, SOT CHORD Rigid ceiling directly aptified or 7-7-1 ou bracing V%lE_S$ I Row at nimpt 4 2 FORCES (lb) - Max. CompdMax, Ten. All forces 260 (ftg or less except when shown. TOP CHORD 1-10=•1453!355, 1-11=-186&M2,2-11--179D,374,2-3=-14431317, 3- 12=- 1464Y359, 4 -122 -l358f4O8,4-6--lf>451479 SOT` CHORD 9-10-5371171,8-9=-589VI753,7-8=-58911753 VVESS #.g -_ 36311848. -9- 569{244, 2- 7- =512t229, 3-7w- 6821333, 4 -7= .473!290& 1%p� WARNING - Vedly design parameters and read notes on Ifts Truss Design Drawing and included DrJ Reference Sheet (rev. 03.11) before use. Design valid jor use with MiTek connector plates orqy. This design is based Only upon parameters shown, and is for an individual ongoing component, Applicability Of dorogn parameters and Proper incorporation of the component is respoissibifily of Nerang designer or owner of the trusses and tirsuffer. Lideralrestraint destguatkins shown on Individual web add chord members are for compression boosting only, not fOrbulding stability bracing. Additional temporary hododnV diagonal bracing to Insure stability during construction is the restionsibiony of the installer. Additional permanent building stabilay orreang of the overfill struct I$ the undiOneilefty of the building designer or owner of the trusses, For general guidance regarding design responsibilities, fabrication, quality con", storage, diffivery, erection, lateral restraint and diagonal bracing, consuit ANSYTPI I, OSS-89 and SCSI (Building Component Safety friturcraten) aviardifir from 11 30 = 3xI0 = " — 410 = 3X6 = July 18,2013 LOADING (poll SPACING 2-0-0 TCLL 47.9 Plates Increase 1,15 TCDL 10,0 Lumber Increase 0,05 BCLL 0.0 Rep Stress finer NO RCOL loo Code IRC2004VTP12007 LUMBER TOP CHORD 2X6 SPF 210OF 1,8E SOT CHORD 2X8 DF 1950F 1,7E AfESS 2x4 SPF No 2 -Exceps' 1-40,5 W SPF 210OF I.IIE THD26 THD76 IWO MT20H 0 7 HD28 CS1 DEEL In (lot) lidell Ltd PLATES GRIP TC 0,36 Vard(L LQ -016 2d. a >999 MT20 1971144 BC 0,74 VwgTQ -0.26 8 >665 0B0 MT20H 1481108 WB OZI Piorz(TL) 0,08 6 n1a not (Matrix M) — -- — ------ Wagift 199 to FT - 0% BRACING TOP CHORD 240 oc, purfins (5-4-14 max): 1.5, except " verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (lbeeze) 10-10022/0-3-8 (rest, 0-5-6), 6=1127801-8 (rag. Os-0) Max Hone 10=99(LC 6) Max Uplift 10-2338(LC 5), 6=-2613(LC 6) OWN 141MIN NUNN etc.) are the responsibility of the building designer, See Note 9, FORCES (dc, - Max. crimp Max. Ten. - All forces 250 (It,) or less except when shown, TOP CHORD 1-10-44W89,1-11-5401178, 9 TA2-54011M 2 4-13--6201195,1314=-6201195,5-14--8291195,5-6---951/291 BOT CHORD 10-15--3154112941, 9-15--3164/12941, 9 8-18--4072Jle878,18-19�- AO 72116878,7-19--4072/16878,7-20--317EV13155,20-21-3178113155, 6-21--3178113155 WEBS 2-10=-141$9r3389,2. -103514872, 3 3-8=533/2490,3-7--42,2911015, 4-7-105314962,4-6-1431113420 32MEEMEEME= Continued at) page 2 WARNING - Verify design Parameters and read notes on this Truss Design Brewing and Included Dr,) Reference Sheet (rev 03.11) before use. Design - W for use with Weir Connector Plates only, This design is based only upon Parameters shown, and is for 11 11dividuat brokfing component. Applicabilfty of d4sain parameters and proper incorporation of the component Is responsibility of building assignor Of owner of the trusses and frisdalter, Lateral restraint assignations shown on individual web and chord members are for compression buckling only, net forbuilding stability bracing, Additional temporary restramu diagonal bracing to insure stability during construction is the responsibility of the handler, Additional permanent building stability bracing of the overall structure Is the responsibility of the building designer or owner of the trusses, For general guidance regarding design respossiblightS, reattached, quality coriars, storage, delivery, election, lateral restuant and ifiallonof bracing, consuft ANSYTPI 1, DSO-89 and BCS4 (Bulling Component Safety Information) available from 0 .5'V- IV , -t - 14 3 -1-14 3 4x6 11 SX12 =,- 3xI0 = 5x12 7- 46 It July 18,2013 LOAD CASES) Standard 1) ReqWar: Lumber tncreose�l. 15. Rare merease=i,15 Uniform Loads (plo Vert: 1-5-514(F-400), 6-10=-20 Concentrated Loads (fb) Vert 10-1509(8) ezlwg(s) Is=-1509(8) 16--1609(8) 17==15M(B) 18=•1509(13) 19=- 1509(13) 20--1509(8) 21=,1509(B) �'` w.�.� «� �� °. LIN N 5700 E. 39th Avenue , Denver, Colorado 80207 * Pbone: 303-575-6701 * Toll Free- 800-824-3675 , Fax: 303-575-6706 Ima UVMA INTERNAT)ONAL INC I 14x6" Transfer Grille $R-150,4",29CFM,Req.10x4 4" Panasonic Whisper Green Whole House exhaust Fan 35 CFM I NEWTOWN BUILDERS Main Floor PERRIN'S ROW Plan 1116 SR-Iflo,r',77 CFM,Reg:l6x4 41.1 90,r',77 CFM,Reg:l 00 in Low,383 CFM,Grll1e.1 60 6 -I W,r',72 CFM,Rsg.10x4 MMUMMIJ NEWTOWN BUILDERS Lower Level PERRIN'S ROW Plan 1116 11V of 1$x12" SIA $R-200,7",81 CFMRog:IOX4 North m ME High, 1 2xi 0",270 CFM,Grillel 2x1 2 , I= SR-140,4",18 CFM,Reg.10x4 M 24x8" Transfer Grilles Use s" to r' reducer at boot Use r to r reducer at boot R- 120,8 " ",7 CFM,Reg:l Ox4 NEWTOWN BUILDERS Upper Floor PERRIN'S ROW Plan 1116 SR.110,8',76 CFM,Reg:10x4 Scale. 1/8" = 1'0" Drawn: Approved: Date: Job Number:,,,.--,-,,, a Buildin D ivision Manual S, D New 'Town. Perrin's Row Plan 1116 EQUIPMENT: s OZOO Number of active runouts Supply tare device pressure losses: 0260 Total rutiout outlet airffow* 759 Supply fan static pressure available Main trunk airflow. Largest trunk d iameter - 1 '- Largest runowt diameter'. 8 Sit -11t Smallest trunk diameter: 0 STA 7 Smallest runout diameter 4 Sit -1 40 ENV static pressure: OZOO Supply tare device pressure losses: 0260 Supply fan static pressure available O. 540 l uncut maximum cu mulative static pressure loss: tl. -1 50 Return loss ` added to supply: 0. Total effective length of return (ft,) 1W8 Lug Total effective tare fr of supply tt.: 199.7 SR -1 Overall total effective length . 3911.5 Low to R- 150 Design n arall friction rata per 100 ft.; U (Available S P x 1 TEL Furnace Hat Rase Used 58 degrees can Program Furnace Blower data s Is A Evaporator Coil Static Pressure 9W dam\ dam\ w�? +«*«:wa ? DATA » +d: COIL SMMC + :.wf? #f« ... .,± :: REF RI G ERAN TS 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.: 970,5323220 1 Z00315,0459 Property: 1116 Inside Perrins Row Rater's Name: Peter Oberharnmer Address: Wheatridge, CO 80033 Mater's No.: 9189857 Builder's Name: New Town Builders Weather Site: Denver, CO Rating Type: Based On Plans File Name: 1116 Inside Perrins Row,bIg Rating Date: 01/10114 BgLildin_q Information: Conditioned Area (sq ft): 1187 Conditioned Volume (cubic ft); 12880 Insulated Shell Area (sq ft): 3756 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path, At times the energy features listed below will change in the field from what has been 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: I Attic: R-38 Blown Attic G1 (473 s,f) R-25.0 continuous insulation, R -13.0 cavity insulation, Name: Flat Insulation Grade: 1 11 111 Face I Inset Comments/Location 2. Attic: R30 Blow Open GI (52 s,f) R -17.0 continuous insulation, R-13.0 cavity insulation. Name: Flat edge Insulation Grade: I If III Comments/Location REM/Rate - Residential Energy Analysis and Rating Software v1 4.3 This information does not constitute any warranty of energy cost or savings, 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado, ENERGY CODE INSPECTION CHECKLIST am 1. Wall x6 16oc BF/R23 GI (450 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-23.0 cavity insulation. Name: Front 2x6 Insulation Grade: I It III Face / Inset Comments/Location 2, Wall: x4 16oc FBIRI 3 G1 (1596 s.f.), Between cond and another cond unit (adiabatic) R-0,0 continuous insulation. R -1 cavity insulation. Name: Total 2x4 common Insulation Grade: 1 11 111 Face lInset Comments/Location 3, Wall: x6 16oc BF/R23 GI (300 s.f,), Between conditioned space and ambient R-0.0 continuous insulation, R-23,0 cavity insulation. Name: Back 2x6 Insulation Grade: I it III Face / Inset Comments/Location 4, Wall: x6 16oc BF/R23 G1 (80 s.f.), Between conditioned space and ambient R-0,0 continuous insulation, 8-23.0 cavity insulation. Name: Right 2x6 Insulation Grade: 1 11 111 Face / Inset Comments/Location 5. Wall: x6 16oc BF/R23 GI (150 s.f.), Between conditioned space and garage R-0.0 continuous insulation, 8-23.0 cavity insulation. Name: Garage 2x6 Insulation Grade: 1 11 111 Face / Inset CommentsfLocation Windows and Skylights: 14" ## 1 # � "I'll", � i 1, Window: Low E 30130 (102 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U- factors, describe features: Name: Front 2x6 Orientation South Comments/Location 2 Window: Low E 30 / 30 (43 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 Anallysis 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, M ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 3 Comments /Location 1 Window: Low E 30 / 30 (12 sJ., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled LI-factors, describe features: Name Right 2x6 Orientation: East Comments/Location E! 11131l'i 510 Comments/Location Comments/Location I Floor: F-Glass 16oc 12" GI (318 s.f), Between conditioned space and garage R-0,0 continuous insulation, R-50.4 cavity insulation, Name: Garage Insulation Grade: I If III Face / Inset Comments/Location 2, Floor. F-Glass 16oc 12" G1 (35 s.f), Between conditioned space and ambient conditions R-0.0 continuous insulation, R-50.4 cavity insulation. Name: Cant Insulation Grade: I If III Face / Inset Comments/Location 1 Slab: R I O-S I O'w/R I O-PI 8"G1 (172 s1) R -10.0 perimeter insulation, R-1 0 .0 under slab Insulation. Name: Slab Insulation Grade: I if [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, ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 4 I Joist Ambient (90 sfl, Between conditioned space and ambient R-0.0 continuous Insulation, R -1 cavity insulation. Name:Ambient insulation Grade: 1 11 111 Face / Inset CommentsfLocation Z Joist Party (40 s.f), Between cond and another cond unit (adiabatic) R-0,0 continuous insulation, R -1 cavity insulation. Name: Party Insulation Grade: 1 11 fit Face / Inset uss��� Make and Model Number'. I ,'' ............ 9 �#* � Mechanical Ventilation System: Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Exhaust Only, 34 cfrn, 24,0 hrs/day, 15.0 wafts, 9222��� Kir Leakage Control: Blower Door Test at Final House is air - sealed so as to achieve 3.00 ACHSO or less at final blower door test, (flax CFM50 is: 644) Visual inspection at rough for mandatory code air barrier and insulation features, INFILTRATION REQUIREMENTS FOR IECC. REM/Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings, C 1985-2013 Architectural Energy Corporation, Boulder, Colorado. zM �#MAN= Duct Leakage and Insulation. Duct System I Leakage to Outside and Total Duct Leakage Duct System 1 Leakage to Outside is specified in REM/Rate at 1.000 CFM @ 25 Pascals Duct System 1 Total Duct Leakage is specified in REM/Rate at 1,000 CFM @ 25 Pascals DUCT LEAKAGE CODE REQUIREMENTS FOR IECC -------------------------- --- - --- --- ----------- - -- — ----- 2009 IECC Rough in Test with AHU: Total Duct Leakage — 6 CFM25 / 100 so ft CFA, 2009 IECC Rough in Test without AHU. Total Duct Leakage —4 CFM25 /100 so ft CFA 1 2012 IECC Postconstruction Leakage Test Total Duct Leakage — 4 CFM25 / 100 sq ft CFA. 2012 IECC Rough in Test with AHU: Total Duct Leakage <= 4 CFM25 I 100 so It CFA, 2012 IECC; Rough in Test without AHU: Total Duct Leakage <= 3 CFM25 I 100 sq ft CFA. . . . ......... REM/Rate - Residential Energy Analysis and Rating Software 04.3 This information does not constitute any warranty of energy cost or savings. C 1985-2013Archilectural Energy Corporation, Boulder, Colorado. 1 ; HERS Index of Reference Design Home 74 67 HERS Index w/o PV HERS Index Target (SAF Adjusted) 74 67 HERS Index Size Adjustment Factor: 1.00 HERS index w1a PV <-- HERS Index of Reference Design Home AND HERS Index <-- HERS Index Target to comply. This home MEETS OR EXCEEDS the energy efficiency requirements for designation as an EPA ENERGY STAR Version 3 Qualified Home. — --------- -- ------ - . . ... ...... REMIRate - 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, Bouider, Colorado. ENERGY STAR REPORT New Town Builders Page Residential REM/Rate - + Rating Software 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado, s Date: January 10, 2014 Property: 1116 Inside Perrins Row Mater'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 Mater's Name'. Peter Oberhammer Rater's ID: 9189857 Rating Date: 01/10/14 Lights and Appliances Fuel-fired air distribution, 55,0 kBtuh, 92.1 AFUE. Air conditioner, 30,0 kBtuh, 13.0 SEER, Conventional, Gas, 0,62 EF Heat- Cool -Yes Exhaust Only: 34 c1m, 15.0 watts. Percent Interior Lighting: 90,00 Percent Garage Lighting: 0.00 Refrigerator (kWh/yr): 775,00 Dishwasher Energy Factor: 0,60 Ceiling Fan (cfim/Watt): 0.00 Clothes Dryer Fuel: Clothes Dryer EF: Clothes Washer LER: Range/Oven Fuel� . .. ....... .. ..... . . . REM/Rate - Residential Energy Ana"is and Rating Software vi 4.3 This information does not constitute any warranty of energy cost or savings. 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado. • t A This home MEETS OR EXCEEDS the EPA!s requirements for an ENERGY STAR Home. HERS Index w1b PV HERS Index of Reference Design Home AND HERS Index — HERS Index Target to comply, -- - -------------- I - • x W�W^' This information does not constitute any warranty • energy cost or savings. 0 1985-2013Archkecturat Energy Corporation, Boulder. Colorado. M Date: January 10, 2014 Rating No,: Simulated Performance Analysis Building Name: New Town Builders Rating rg.: EnergyLogic, Inc Owners Name: New Town Homeowner Phone No,: 970.532.32201.800,315:0459 Property 1116 Inside Perdns Row Rater's Name Peter Oberhammer Address: Wheatridge, CO 80033 Rater's No,: 9189857 Builders Name: New Town Builders Photovoltaics: 40 Weather Site: Denver, CO Rating Type: Based On Plans File Name: 1116 Inside Perrins Row,bfg Rating Date: 01110/14 Annual Energy Cost I$) MMEM Design energy cost is based on the following systems: Heating, Fuel-fired air distribution, 55.0 kStuh, 92.1 AFUE. Cooling: Air conditioner, 30.0 kBtuh, 13.0 SEER, Water Heating: Conventional, Gas, 0,62 EF Window-to-Floor Area Ratio: 0,13 ____ -------- -- ---------------------- ..... . .... .. ----_-_--- ....... . . .. ___ .. ..... .... ...... .... .... 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, (2� 2009 IECC As Designed ....... ...... ------- Heating: ------ 258 ....... .... ____.,..____,..__ 189 Cooling: 65 69 Water Heating: 160 160 Subtotal - Used to Determine Compliance: 484 418 .......... . . Lights &Appliances: 569 568 Photovoltaics: 40 -0 Service Charge: 0 0 Tote 1: ............... 1052 986 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 MMEM Design energy cost is based on the following systems: Heating, Fuel-fired air distribution, 55.0 kStuh, 92.1 AFUE. Cooling: Air conditioner, 30.0 kBtuh, 13.0 SEER, Water Heating: Conventional, Gas, 0,62 EF Window-to-Floor Area Ratio: 0,13 ____ -------- -- ---------------------- ..... . .... .. ----_-_--- ....... . . .. ___ .. ..... .... ...... .... .... 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, (2� 2009 IECC ANNUAL ENERGY COST COMPLIANCE w.. Residential REM/Rate - *. and Rating Software v14,3 This information does not constitute any warranty of energy cost or savings, 0 1985-2013Archftecturat Energy Corporation, Boulder, Colorado. Window U-Factor Check (Section 402,5) Window U-Factor (Design must be equal or lower): 0,480 0,300 Home Infiltration (Section 402.4.12): PASSES Duct Leakage (Section 403,2.2): PASSES Mechanical Ventilation (Section 403.5): PASSES Name� Peter Oberhammer Organization: EnergyLogic, Inc WMEM ISMIESMEMINUM Design energy cost is based • the following systems: Heating: Fuel-fired air distribution, 55.0 kBtuh, 92.1 AFUE, Cooling: Air conditioner, 30.0 kBtuh, 13,0 SEER, Water Heating: Conventional, Gas, 0,62 E�F 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. ...... ... . 2012 IECC ANNUAL ENERGY COST COMPLIANCE WTSM-00= A m M im mt&#LLzkjm "m -------- ---- ---- --------------- - --- REMIRate - Residential Energy Analysis and Rating Software v14.3 0 to lu 0 0 Qa 0 tq 6o I tNj� 110 "Ill 0 - E 1 1—ka 0 CL 0 0 0 0- , t m g 9 x e e e 6 P T (D 0 00 a c 0 ti! uj 0 CL cj ffl s ma m k 0 0 0 0 aak E ge, 5, z Q7 X to r Ul U�> ca c) S 0 z a. co CL (D ix f 0 0 1 R UJ 4 >, CL ai m 11 :5 m m ggama"mi, c N C C — — uj to w m 0 C 0 M E 0) 0) 0 0 0 0 x Z a. 05 O l k r C> g ,IV MEN IS cr aAla 40D a M V ( 1 111 > "M 4i 0 kp" ar rL co 1 4 Q Uj Lu cv OD (i w 3 1 ca U- E LU LU 4z D U- U- U. 1 0 4) im 1 1 OL 0 U- a 0 ss " w (D try C14 g 0 IV 0 0 . 0 CD (D � Ila F, 0 0 0 m U- t6 IT 10 -- M x E t U: Ila LU 0 Lu g—g Z C 6 LO co 0 i lz ca v z 0 CN af M sl C> a c N 0 6 0 M t2 8 C m co 0 4) 00 C N " 0 9 x 4) < < C � < CN m IL, o — LU cc z z w z x E t > m 0) E 0 co two 0) C'J 4 2 E E c c w *= = U- cm to 0 10 0 m cs 0 2 0 0 4) J) - - 4 3) 0) c T (0 c ca C ' FO -0 0 .2 LU CL 4) cc ( D 15 4= i5 0 a) c c m .0 > :3 0 0 0 M U- E E TO F. I E City of Wh6at I> dge "L 3 �CC ( olmhAmluwry Dr-,vtu,)Pmvrr *Oft*OW (if different than property address) Addres 17) 1 �00 Complete all information on BOTH sides of this form unt of materials to be use e tc.) "M Cox H0 %TU- 91T.v e-9-16er)+ PcArnQce-.), . Car' A c-, - 13 �Ux CIOQ c , �, t ir) cL G L j e p t r L . .,- Sq. FULF Btu's . _ l i o . o -,) ) Gallons ,Amps 1 S Squares tamer Date: t r NMI *7 (Required of all projects for document processing) s .r �• Trip Generation Study Review Fee ......... ......... ......... ............. $200.00 & M Manual Review A Recording pee ....... 1 Each Application with be reviewed by staff once and remmedd for changes, If after reviews of the second submittal changes have not been trade to the civil documents or the Traffic Study as requested by staff", further review =s of the Application ation will be subject to the following 1Resubamittal Fees: Re subtWttal Fees: 3' submittal (V2 initial review fee):,..,, ... .... ......... ......... ............ $300.00 4' � $600.00 subs I full trttttal review fee, A ll subsequent submittals:,.. .... ......... ......... ........... $600.00 (lull initial reviews fee) xwww.cl.wheatridg .coos _� qrWhcatj' - s islcyc I'(111 c F D r PA RTIM E NT It i 111. I ` city 0( d- i C(TVOr WIIEAT RIME BUILDING Alto INSPECTIO"S SE"'CES DIVISION 7500 W Z th Ave t 110t Ridtc; CO 800)3.8001 p. 3 3,?351 55. j 303,23 t.S929 Proof of Submission fo r Permitting/Plan Review c��ay Of this form must c Tntetecl by e agency Indicated eta` the €yet the Submi subpllss!Oni th project type and ' tt hed to the i3taSlc3itTC� .l' r�tic nlS C t A tterts tires rued for sta arrt#sst rt �v "tth t e Proo 0 tti�hT�sslatT eart�T from r s� E� ed ' agency X111 no t~ ep ed or ess , � . 4ddr "2 : di siaTttri dcsurztertt' r #$ Ei tTTe to f irrn mddvi ro ('y�vry }�.[� �° �p/"q q.�np+y�. pry, aFvx�w�m�' $�rojdtt i w$DV.¢iVFt i4Rrt♦ ♦ Y a. r Q_ .'fµ x ie.' y s ignature of Firm Representeti' Indi a A 0 City o f h eat. dg CITY O WH A r 12 DGL: BUILDUNG AND ��SPCC °'TtL a` 6:A%1CC D1VISI P i ,loll y° 29tJ1 Ave Wheat Ridgc, CO 0033 -900{ I" �.?35. "? proof of S for Permitting/ Plan Review A copy of t f must compl t d by each agency ind'scatcd on the Permit Su t eal C ck f or th cajt type are 11 ' to the Lt6irt P A pplication at the Applicattcart presented f'atl�rrtiss;cln e°ithcaLSt a cc�rnplet d Proof of ' ubrrsissiorn f0lol from a reL3LSir d a rt y ili aOt , �c pt or pas s Ai ' Project Add, ss.Y r t Narne of Fiat Andividi.tal subnij�tinq doctstrt rst� Project Type/Description: , 1� . . a t, ter lrldiv3ds',4,;; ° Rt .. ...,.....m� �r Signature of Firm Repr s tatsyt�.. � �� X � ` tL�x�'"a? " r w any a duty aujfiorized representative of the agency 1 lr"tcl °tatd l�alrs an m StLslaus°� blac�a, l-tr�k�y acicrtovatidg, receipt of docum necessary s4rlatw'e , .. (Agency hellf °t seumat ve) L :6 eat OTYO .$tt ^A i #tI[At:#BliIr U ov: , : I cw SdF >D VtiioI i505 V Ntit A . a fiat f(dar, W SOJ -; 001 #' Proof of Submission for Permitting/ P an Review COPY Of this f i 'll M USt De CCrt°ol(itaci by each agency :4,,dic at d ear. the ' Permit Submittal Checkidst for the project t�"(�e and, •attache to the +LFiI ng Perm it : Ap�"?kit'on at the ti22� 47i submission. , p kad ns presented tot subrr „ssion ,\fi rout a 4:ampteted Proof ref Submi s €mi,form bron a required agenc will not; be accepted or : processed. Lb 1 , Name of Firinfindiividual sUbmit'tin c�ocurnents: �_. Project I Signature of F%r” m aW duly aut11C7 € $zed " SS`.pre'sent.atrvt ° ". G?f - ,he Ng.a.CicY nC id }C CS below and uJ, # t2Rf aSCP 3`« t€ l..f` @cw !„°reie' i;C;tit ta`. °i6 CCif. reccip of dOCL6P" f'.rlt a Other Agency of S ,bd«�fn..° ta�.a..w����, F ��,a7w.. .as°s, :�:va `�, �rc#a? 2.._ €�7etat z`rl.�ttc.., � "xtt;az�'t� =•x� s..:« 7„E, .,. ,.k .fl t: ,as.. e w, evt1l+.,;?;p *'�a. k.,.a :: tx: tw .� 2`_x:3 �frt•� �: ,� ?f xT 4 t. x£, T € t � • ° w #' 2 z 1 �t � 1 a i' 4 'ir4 # „:w ..,— a �` Kelly Brooks Fire Marshal Wheat Ridge Fire Protection District As a safety precaution, PSCo would like to remind the developer to call the Utility Notification Center at 1-800-922-1987 to have all utilities located prior to any construction, If you have any questions about this referral response, please contact me at (303) 571- 3306. Donna George Geotechnical and Environmental Consultants 2180 South Ive-anhae Stre-ot, -�iuite 5 Denvor, C-otoracio 80222-5710 303-759-8100 Fax 303-756-2920 www,agwassenaar.com NT Dwellings, LLC 1553 Platte Street, Suite 100 Denver, Colorado 80202 W • corners of the anticipated building footprint to depths of approximately 25 to 30 feet, The subsurface materials encountered consisted of', 0' to 1 , Fill, sand, medium dense, silty, slightly moist, mottled brown =0 IiIjigp I� III gp�i ��I I� glill 0 0' to 12' Sand, medium dense, silty, slightly clayey, with clay lenses, moist, brown 12' to 19 Clay, stiff, silty, sandy, moist, brown to rust brown 19' to 30' Claystone (bedrock), medium hard to hard, silty, sandy, moist, rust brown to brown NT Dwellings, LLC Project Number 1351 November 29 3 , 201 Page 2 1 Depth to water Boring I - Dry at the time of drilling 14 feet 4 days after drilling Boring 2: 22 feet at the time of drilling 14 feet 4 days after drilling Samples obtained during drilling were returned to the laboratory, They were visually classified and testing was assigned to selected samples in an effort to evaluate the engineering properties of the subsurface materials encountered. The samples tested were non-plastic and, therefore, non- expansive. Based upon visual observation of the subsurface conditions encountered and laboratory testing for this and/or adjacent lots, it is our opinion that the subsurface materials generally exhibit no to low potential for expansion, Refer to the Colorado Geological Survey Special Publication 43 for a description of expansive soils and their impact on structure performance. Existing Squeegee (Fill) - I&4_ Q4'r expressel must accept. We do not recommend nor will we be liable for work conducted by others. An excavation observation at the time • construction does not constitute our acceptance of the squeegee for structural support. At a minimum, we recommend removing the squeegee to a depth of 5 feet below the proposed for differential settlement between the native soils and squeegee. NT Dwellings, LLC Project Number 135106 November 29, 2013 Page 3 NT Dwellings, LLC Proj6ct Number 135106 November 29, 2013 Page 4 -# ; EMWEMO As a minimum, we recommend providing a subsurface drainage system around the lowest below grade area. The purpose of the drain is to collect water which may become trapped on the surface of the excavation and enter the crawl space areas. A drain should be constructed similar to the attached drain detail (Figure 1) and should be uniformly sloped to a positive gravity discharge or sump. If a sump pit is installed, it should be monitored for water accumulation and proper operation, The water level in the sump pit should not be allowed to rise above the foundation drain inlet pipe(s). If water rises above the inlet pipe(s), a pump should be installed (if not originally equipped) or maintenance should be performed on the existing pump. NT Dwellings, LLC Proj6ct Number 135106 November 29, 2013 Page 5 — UffS3M#Z=- NT Dwellings, LLC Project Number 135106 November 29, 2013 Page 6 — If we can be • further service in discussing the contents • this letter or in analysis • the proposed structure from the soil and foundation viewpoint, please call our office. M= OM- Sa-712ROJEW4 0 0 73 m: rn X . �z tttttt Reviewed by: t idKenLi Tay Jr.— E. MRC/DLT/lia Attachment: Figure 1 A.G. Wassenaar Geotechnical and Environment.ItCon.,Itnt,+,? �N *S �l NOTES: I. DRAIN MUST SLOPE TO i PO 2, SLOPE BOTTOM OF TRENCH AND PIPE AT A MINIMUM OF 1/8 PER FOOT 3, j R4-INJ- P w ill "--- 10 BACKFILL AND SEAL, [w] GROUND SURFACE SLOPED TO THE DRAIN MIN, DRAIN PIPE - (SEE NOTES #2 & 3) AT LOCATION OF HIGH POINT, ESTABLISH BOTTOM OF DRAIN PIPE AT LEAST S" BELOW BOTTOM OF FOOTING OR PAD FOOTING FOUNDATION FTG-5 NT CRAWL TYPICAL INTERIOR DRAIN DETAIL MARCH 2006 FIGURE 1 #- moto u Al Al Al low BI 141 BI ONNSITA"I"' Pl", ,,� � DrJ 6300 Enterprise Madison, Wisconsin, •- f-onsuItRTg, my direct supervisi based on the parameters provided by * • • • • • • Pages or sheets covered by this seal: 17009758 thruI7009760 My license renewal date for the state of Colorado is October 31, 2013. Y # Ryan J. Dexter, 1 C Al Spode! Truss 340-6 4414 3X4 010 5 LOADING (psf) SPACING 2-0-0 TCLL 47,0 Plates increase 1,15 TCDL 10:0" umber Increase 1,15 BOLL . n Stress Incr Yes 8CDL 100 Code tRC200WTPI2007 LUMBER TOP CHORD 2x4 SPF No.2 SOT CHORD 2x4 SOF NO,2 WESS 2x3 SPF NO,2 'Excepr 2-9: 2x4 SPF No.2 OTHERS 2X4 SPF NO,2 REACTIONS Ita 9-912058 (min, 0-1-8), 11.74610-3-2 (min. 0-1.$) C 9--136(LC 9) Max U010 9--229(LC 5), 11-187(LC 5) 1 T tv CS1 DEFL in (loc) When Ud PLATES GRIP TC 0,42 Vart(LL) -0.15 7-8 .927 240 MT20 197/1" BC 0.62 Vstt(TL) 425 7-8 >658 180 VV8 0,67 Horz(TL) O.03 11 n/a rile (MMAX-M) Weight, 41 lb FT - 0% BRACING TOP CHORD Structural wood sheathing directly applied or 3.6-13 oc puAns, except end verticals. SOT CHORD Rigid ceffing directly applied or 7-7-12 he brachig, FORCES Qs) - Max. COMP)Max, Ton. All forces 250 pe) or less except when shown. TOPCHORD 2-12=-2322 tSD$, 3 -12--2M514,34-2l47J4$2,4.6-349164,010=.12"00, S.lo.-12&SW , 2,S—_.8 3 SOTCHORD 8,9�---197/282,7-8--594M228,6-7--5=106 SWA VVESS 3-8--3431142,4-e--17731462,2-8--.42VI943 WARNING - Verify design parampions tied reat! noteson ths Truax Ciesir Diawing and included DO Reference Sheet (rev, 011j) before use D es i gn valid for use with MiTak conniasorpladis only. This design is fased Orly upon pam"hatina sho en d i W Indio" bu" dxnpdtspl. App body Of design POrefflOtm and proper incivifonition of the component is responsibility ofbiAid" designer or acv wofft trusses and frost Lateral restraint it d i bracing ha insure stability dtrrirrog oons#rtrcth>n is there andYrty of the lnstaAer, AddAionat pauttanen4 bufkting sia br^attng of iha ovens structure Es the responsabtN#y of the baxRng daslgroer or owner ortha ivusses.. For generak guidance arr9Nrg daskgn responabbSRfas, la tiara. 4uoidY aarstrol, storage, d M 2,50 FF 4X8 Z: Scals - 1:52.0 LOADING (PsQ SPACING 2-0-0 TCLL 47.0 Plates Increase T15 TCDL lao Lumber Increase i,is RCLL 0.0 Rep Stress ktor Yes BCDL 10.0 Code 1RC20D9/TF`i20D7 3-5,'24 SPF 210OF I.BE BOT CHORD 2x4 SPF No,2 WEBS 2X4 SPF No,2 REACTIONS (dosize) 10 - 152 ""hilnical. 6-1825/0-5-8 (mm, 0-2-14) Max Herz 10=441(LC 6) Max Uplift 10-318(LC 5), 6--415(LC 5) 4x10 = KUIM CS1 DEFL in Q-) Was Ud LPLATES GRIP TO 13.95 Vert(LL) -0,16 6 > 9" 240 MT20 1971144 SC 0,sl Vort(Tl.) -0.32 6.7 >861 ,SD WS 0,97 Horz(TL) 0,03 6 rva fins (Matfix-M) Weight: 115 to FT 0% BRACING TOP CHORD Strwhool wood sheathing directly appinsti, except end verticars, BOT CHORD Rigid ceiling directly applad or 7-74 do macl% WEBS 1 Row at meter 4-6,2-7 FORCE$ Ob) - Max , COMOMAX, Ton, Ali tomes 250 (to) or to$$ except when shown, TOPCHORD 1-10�-14SM55,1-11--l86&W2,2.11-17901374,2.3-14431317,3-12-�14Wt399,4.12-.13581408,4�6-1"&479 BOTCHORD 910--6371171,8.9--68911753,7�$--SM1753 WEBS 1-9-36311808, 2-9-56 & 24 4,2-7--512t229,3-7--8821333,4-7--47WI906 WARNING - Verify design parameters and read notes on this Truss Design Draw" and Included W Reference Shest (rev, 03 117 b e f ore use D es i gn wide for use with MiTak osenectes plates only. This design Is based onN upon PIN'smOssur Shown, and is for an browbeat building component. Applicall0fty of design parameters and Proper wicamorlow of the component is resprinsibillh of building designer Or owner Of the trusses and Installer. Letardi issbeirs designations shown on onintnual web and chord moosh"'s are for cOrdoolissmo buddiftil Onw, not firibuArfirril stamfify bracing. Additional temporary nacessib disgOnIs bracing to Insure stability during construction is the reopons" blind installer, Adiffflonalpermanad building slightly brecin Ofth&o ure is ftw ho pons Of rho building designer or owner of the busses, For general guidance regarding d"n responsibilities, rication lities, fail 9 struct deb"ry, 0 MC0 00 , 141 4ml restraint low diagonal bracing, consult ANSUTPI 1, DS"9 and SCSI (Building Component Sarsh, qua ton central, storage, SOCA at www abiandusm, � r to Formation) isvinfable from U 7-5-10 7-9-2 1.3.0 July 18,2013 L . � ... � " ,aa Truss 7yps of ply fi!6 C 1 Flat Truss 1 7 7so ' G a "'I " e <ur and t ex IaS&Iibairiea. snc. r n u jw 7d U1�:37:54 ?Wl j tugs 1 1D.VtQra 3wX 3YQvCGWrU9nNtzDyXN- HibfdtsUluNgvd9tgG grnagls3gF?Y17qlGvbywtA„Z �....,_- 3. 9.20 ., ....�... 7-6- ., m.. �,._..._-.. u,-,._., .........�....- ....-....M.�.._. "1,4.19 -Q 3 -9-10 3 -7.14 3.7 -14 Scale - 1.26.7 TH026 FORCES (lb) -Max, M&x. Ten, - All forces 250 (to) or less except when shown. TOPCHORD 1- 10-- 94012 89,1.11 -- 5401978, 99.92 = - 78.2- 92= >64/178, 2.3m- 12941P.3O96, 3.4=- 13155P3143, 4 -23•x• 0/195, -94 =- 6201195, 5.94 ». 995, 5-8-9611291 BOT CHORD 10.16=-3164112941,9-15--3164/1294i, -,-10 -- 4072(96878, 98.1 7 - 4 07 219 8879, 8.17 -- 4072116878, 5. 98 96- 99�- 4t272P16878, 7- t9� -4F7 ??1168)8, 7- 20= =3t78J93155„ 217.293178(13955, 6.21*- 3178013955 VVE SS 2.10= -141 389 2w9= -1 4872.3.9 =.44 7 119 07 1, 3.8- .53312490, 3.7. 422 1915, 4.7- 305314962, 4-6-1431113420 s•. THD28 WARNING - verify design parameters and read notes on this Truss Gmagn Gm' Draw" and Included ON Refrrenos S (MV. 03.111 before use Design valid for use with MiTsk cormaddr places only. This design e, based only upon parameters shown, and is for an individual building component. earkability of design par ameters and proper morstionmen price tromporreirt is responsibility of building designer ordenef of Ciro tfuut and installer, Liftera/ rest designations shown on indhAdual web and chord mere *to Ice es bucklmil not lemulkift stability bracing, Additional temporary uribesatt diagonat Pricing to insure stability during imerm /chin its did MSPOnSbft of the instasor. Additional permanent buthfing stability bracing of the overall audie ce is the responsibility of the building designer or owner of the trusses. For gimeral OUtdgOO regarding design responsibaties, tabro ation, quality , ocsrarnl storage, del very, erection, l raB restraint diagonal bracing, =suit ANSIICpI 9, -89 and SCSI (Building Component Safety information) avaistse from s+a!sur snare M stsrtnne,at c 4x8 Il Sx12 = 3x90 == July 18,2013 M LOAD CASF4S) Standard 1) ReWar Lumber Increase-1, 16, Rate drat rease-I .15 Uniform Loads (pso Vert: 1-6-614(F-400),6-10-20 Concomrated Loads (lb) Vert, 101 5w(q) 6=-1509(B) 15�150%(B) 16-150%B) 17-1509(B) 1 19-1509(8) 20--1509(8) 21--1509(8) � ` Al �a � � � A 3 o � / INTERNATIONAL, INC. SR -I". ",77 CFMReg:lOx4 106" Transfer Grille--, 4" Panasonic Whisper Oman Whole House exhaust Fen 35 CFM ___ _ I Install Salancing Dampers on Supply Runs 1R-190,7",77 CFKRsg.10x4 11 Main 9 ow,36 CFM,Gtille-16x16 , 160,7 ",72 CFM,Rog:10x4 NEWTOWN BUILDERS Main Floor PERRIN'S ROW can 1116 11V* of 18XI2" at -,$R-2DD,r,81 CFKReg.lOx4 Qd NEWTOWN BUILDERS Lower Level PERRIN'$ ROW Plan 1116 I k4 Scale: 1/8" = 1*0" North Drawn: Approved: Date: Job Number- MI High,12XI0 ',270 CFM,Gji1t9.12x12 -- $R•140,4",18 CFMReqd0x4 �roposed In IWO` High return In ,lo set 24x8 "" tra Grilles Use it" to 7" reducer at boot use a" to r reducer ate t SR.120,8",76 CFM,Rog.10x4 NEWTOWN BUILDERS Upper Floor PERRIN'S ROW Plan 1116 SR- 1 10,8 ",76 CFMRe9.10x4 Scale- 1/8" =1 , ". Drawn: Approved: Date: Job Number- i!:W) IN= MMMMM EM ffm - UTARMA loss of the return side, 12 H Largest trunk diameter. 16 ST -260 Largest runout diameter: 8 SR-1 10 Smallest trunk diameter: 0 STA 70 Smallest runout diameter: 4 SR-1 40 0260 Eaton . . . . . . . . 0.540 0.358 SIR A 50 0.049 190A Low 199,7 SR-1 50 390.5 Low to S8-150 0.138 (Available S P x 100 / TE L) IM"", ��WQMQMI Eaton . . . . . . . . I K;Ii"A Al SUN Kim M (r z CL z 1# »!?»< ��� PERFORMANCE DATA (cont.) ,OIL STATIc -,*22 a Sensible Gain= 12896 BTUs AC:. Delivers 16150 BTUs at Design Smallest Unit they make- CFM has been adjusted for the 1. 5 ton unit {"9f."dPA+UtR • •:yA �".+rNaSry ", do A'tE6.� +a N (tt# § 4tMS+x ��w i #a.. R Tw:4w+in..a�usn Sensible Gain= 12896 BTUs AC:. Delivers 16150 BTUs at Design Smallest Unit they make- CFM has been adjusted for the 1. 5 ton unit 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: 1116 Inside Perrins Row Rater's Name: Peter Oberharnmer Address: Wheatridge, CO 80033 Rater's No,: 9189857 Builder's Name: New Town Builders Weather Site: Denver, GO Rating Type" Based On Plans File Name: 1116 Inside Perrins Row.blg Rating Date 01110114 Bkildin_q InformItign, Conditioned Area (so ft): 1187 Conditioned Volume (cub 880 Insulated ShellArea (sq ft)� 3756 - I - IECC utilizing the Simulated Performance Path, At times the energy features listed below will change in the field from what has been input in the analysis. EnergyLogic, Inds field inspection process will identify any changes to ensure that the home meets the intent of the IECC. Ceilings- 1 Attic: R-38 Blown Attic GI (473 V) R-25,0 continuous insulation,. R -1 cavity insulation. Name: Flat Insulation Grade: 1 11 [if Face / Inset Commentslocation 2. Attic: R30 Blow Open G1 (52 s.f) R -1 continuous insulation, R +1 cavity insulation. Name: Flat edge Insulation Grade: 1 11 111 Face / Inset Comments/Location Above-Grade Wells- 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 1. Wall: A 16oc BF/R23 GI (450 s.f,), Between conditioned space and ambient R-0,0 continuous insulation, R-23,0 cavity insulation, Name Front 2x6 Insulation Grade: I It III Face / Inset Comments/LocatJon 1 Wall: x41 oc FB/R1 3 G1 (1596 s.f.), Between cond and another cond unit (adiabatic) R-0.0 continuous insulation, R -13.0 cavity insulation. Name Total 2x4 common Insulation Grade: I It III Face / Inset Comments/Location 3, Waif: x6 16oc BF/R23 G1 (300 s.f,), Between conditioned space and ambient R-0,0 continuous insulation,. R-23.0 cavity insulation, Name: Back 2x6 Insulation Grade: I If III Face/Inset CommentslLocation 4. Wally x6 16oc BF/R23 GI (80 s.f.), Between conditioned space and ambient R-0.0 continuous insuiabon, R-23.0 cavity insulation. Name Right 2x6 Insulation Grade: I It III Face I Inset Comments/Location 5. Wall: x6 16oc BFIR23 GI (150 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-23.0 cavity insulation. Name: Garage 2x6 Insulation Grade: I It III Face I Inset Comments/Location Windows and Skylights: Window Low E 30 / 30 (102 s.f., South), U-Value 0,300, HGC: 01300 For windows without labeled 1.1-factors, describe features: Name. Front 2x6 Orientation: South Comments/Location 2. Window Low E 30 / 30 (43 s.f., North), L1- Value:: 0,300, SHGC: 0,300 For windows without labeled LI-factors, describe features: Name: Back 2x6 Orientation: North REM/Rate - Residential Energy Analysis and Rating Software v14,3 This information does not constitute anywarrantyof energy cost or savings, 0 •+ Energy Corporation, Boulder, Colorado, ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 3 Comments/Location 1 Window: Low E 30 130 (12 s,f, East), U-Value: 0.300, SHGC1 0300 For windows without labeled U-factors, describe features: Name: Right2x6 Orientation: East Comments/Location 3 Mi Comments/Location 1 i III 11IM 111WRI i, : 1 Eula�� Comments/Location 1. Floor, F-Glass 16oc 12" G1 (318 s.f.), Between conditioned space and garage R-0,0 continuous insulation, R- 0A cavity insulation. Name: Garage Insulation Grade: I It III Face / Inset Comments/Location Z Floor: F-Glass 16oc 12" GI (35 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 I Stab: R1 0-S1 0 0-P1 8"G1 (172 s.f) R -1 perimeter insulation, R -1 under stab insulation, Name: Slab Insulation Grade: 1 11 111 Face I Inset Comments/Location ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 4 1. Joist Ambient (90 s,f), Between conditioned space and ambient R-0,0 continuous insulation, R -19.0 cavity insulation, Name:Amblent Insulation Grade: I It III Face /Inset Comments/Location 2. Joist Party (40 s.f.), Between coed and another cond unit (adiabatic) R-0,0 continuous insulation, R -13.0 cavity insulation. Name: Party Insulation Grade: I It III Face/Inset Comments/Location Mechanical Equipment- 1 , Heating: Fuel-fired air distribution, Natural gas, 92.1 AFUE, Make and Model Number: a I I I I I I R I I! I 11!! 1 111111! 1! 11! 111! 11! 11'! 1!! 11 1!!! 111:; 11111 Make and Model Number A Make and Model Number: Mechanical Ventilation System: Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automate timing controls. System type. Exhaust Only, 34 clm, 24,0 hrs/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: 644) Visual inspection at rough for mandatory code air barrier and insulation features, INFILTRATION REQUIREMENTS FOR IECC. 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. IN ENERGY CODE INSPECTION CHECKLIST "'s- • ^ gy 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, M IUMMIWNgilaztijLolol#lAi'VEOUIREMENTS FOR IECC ,do fu it ENERGY STAR VERSION 3 HOME REPORT Date: January 10, 2014 Prop": 1116 Inside Perrins Row Raters Name: Wheatridge, CO 80033 Builders Name: New Town Builders Building Name: New Town Builders Rating No.: Simulated Performance Analysis Rating Org.: EnergyLogic, Inc Raters Name: Peter Oberhammer Rater's ID: 9189857 Rating Date: 01/10/14 Projected Rating: Based on Plans - Field Confi rmation Required. Normallized, Modified End-Use Loads (MMBtu/year) ENERGYSTAR As Designed Heating: 11.6 8.3 Cooling: 6.8 4.9 Water heating: 9.4 9.1 Lighting &Appliances: 15„8 171 416 39.4 HERS Index of Reference Design Home 74 67 HERS Index w/o PV HERS Index Target (SAF Adjusted) 74 67 HERS Index Size Adjustment Factor: 1.00 HERS Index w1b PV - HERS Index of Reference Design Home AND HERS Index <-- HERS Index rarget to comply. This home MEETS OR EXCEEDS the energy efficiency requirements for designation as an EPA ENERGYSTAR Version 3 Qualified 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, M ENERGY STAR VERSION 3 HOME REPORT New Town Builders .• of Emissions Sulfur Dioxide • ..- +► .- • -• •» ., ». .. _..- .•» »: -mo «. -. .. « » Residential REM/Rate - ♦ A nalysis and Rating Software v14.3 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado. Date: January 10, 2014 Property: 1116 Inside Perrins Row Rater's Name: Wheatridge, CO 80033 Builder's Name: New Town Builders Building Name New Town Builders None Building Shelf Ceiling w/Aftic SealedAttic. Taulted Ceiling: — Above Grade Walls� Found, Walls (Cond): Found. Walls (Uncond): Ligtft and Appliances None x6 16oc BF /R23 0a1 U=0.055 None None R`1O-S10`w/R10-P18"G1 U=0,044 Rating No.; Simulated Performance Analysis Rating Org.: EnergyLogic, Inc Rater's Name: Peter Oberhammer Rater's ID: 9189857 Rating Date: 01/10/14 =7 WAW#TtW)VAV' Window Type: Window U-Value: TUndow SHGC: Infiltratiom At Total Duct Leakage: w AV'1V7 Air conditioner, 30.0 kBtuh, 13.0 SEER, Conventional, Gas, 0.62 EF Heat- Coo[=Yes Exhaust Only: 34 cfm, 15,0 watts, Percent Interior Lighting 90,00 Percent Garage Lig riling: 0,00 Refrigerator (kWh/yr): 77600 Dishwasher Energy Factor: 0,60 Ceiling Fan (cfm=att) U0 Clothes Dryer Fuel Clothes Dryer EF: Clothes Washer LER: RangelOven Fuel: 0,16 Low E 30 / 30 0,300 0,300 1.00 CFM 25 Pascals I 00 CFM 25 Pascalsl I 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 VERIFICATION SUMMARY Fe + This home MEETS OR EXCEEDS the EPA!s requirements for an ENERGY STAR Home. HERS Index w1b PV — HERS Index of Reference Design Home AND HERS Index <= HERS Index Target to comply, REM/Rate - Residental Energy and Rating Software 04.3 This information does not • of energy F savings. 1985-2013 Architectural Energy i p • Boulder, Colorado. Date: January 10, 2014 Rating No,: Simulated Performance Analysis Building Name New Town Builders Rating Org.: EnergyLogic, Inc Owners Name New Town Homeowner Phone No.: 970.532.3220 1,800.315,0459 Property: 1116 Inside Pe rrins Row Raters Name: Peter Oberhammer Address: Wheatridge, CO 80033 Raters No.: 9189857 Builder's Name: New Town Builders Lights &Appliances: 569 Weather Site: Denver, CO Rating Type: Based On Plans File Name 1116 Inside Perrin s Row,b1g Rating Date: 01/10/14 Window Lt-Factor Check (Section 402,5) Window Li-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 dil ROM0712yr. UNAMPLo ON WE Im I F. I OHM F I (A M OM a IMMEOR 6 V4 0111"-, MQUW= L' & • 6q s= 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, Annual Energy Cost ($) 2009 IECC As Designed Heating;. 258 180 Cooling: 65 69 Water Heating: 160 160 SubTotal - Used to Determine Compliance: 484 418 Lights &Appliances: 569 568 Photovoftaics: -0 -0 Service Charge: 0 0 Total: 1052 986 Window Lt-Factor Check (Section 402,5) Window Li-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 dil ROM0712yr. UNAMPLo ON WE Im I F. I OHM F I (A M OM a IMMEOR 6 V4 0111"-, MQUW= L' & • 6q s= 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 I CC ANNUAL ENERGY COST COMPLIANCE s saa . i1 a Bag= "m a a.., - t a a • as .; a as .# . • °° . s REM/Rate - Res Idential Energy and Rating Software • a aas a • ". t a s Date: January 10, 2014 Rating No.: Simulated Performance Analysis PASSES Building Name: New Town Builders Rating Org,: EnergyLogic, Inc Owner's Name: New Town Homeowner Phone No.: 970.5323220 1,800,315,0459 Property: 1116 Inside Perrins Row Raters 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: 1116 Inside Perrins Row,blg Rating Date: 01110114 Annual Energy Cost 2012 IECC As Designed Heating: 195 189 Cooling: 79 73 Water Heating: 160 160 SubTotal - Used to Determine Compliance: 434 423 Lights &Appliances: 569 568 Pholovoltaics -0 -0 Service Charge: 0 0 ibiai: Window L}-Factor Check (Section 402.5) Window U-Factor (Design must be equal or lower): 0.480 0.300 Home Infiltration (Section 402.4.1.2): PASSES Duct Leakage (Section 403.2.2): PASSES Mechanical Ventilation (Section 403.5): PASSES -4 nugalaw"'MME-MM 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. M APPROVED Subject t o Field Inspections .. tttid6ee NT No" HF ` _. ...,.... _ Das F4 Y „. _,.. TWS LAVOUTTLS THE SME SLR FOA FAMCAMN OF T W5WS AM w' OS At6.PlzM00 AAO-a mcrta .OA 4TWA .p�,�,�5' tPE4'SC'Az AkRt RFYAES✓.k� SS, A#R"T&U5.5£$tl4,T.. T By<. f#tw. y _. PROBVIld � TFt[S I$A 7R+JS5 ENT esE R1 fXA..Y src ea' hdhCAg tzivt bw }. ._ _ _. .._. ,. __._ ad &ta Ns m riwymtanoi the bdd056Gprt. SwnA A# A far eh ,` ia6a0aE:, �. inaxn dasi�p.�&mttfled aw tPaa� »�.TEroMSkaAn§�ba n6ronviema33a4n #ar Pa�m.9 "�'ef 4mc#'g ', +., �. .-,- ..... .. job" w. ge..ansfe im xha 63ttya #ifin . F.or g.. r� ;w5, .way a£ ... femur 0* Tn Pbtw Sn4N%t, Sg$ 0” *"ws ,M M79 . .._. .. _.. _ .. ......_ ., ,_ a.... .. _.._..w.... _ __ .. ,.. s...., _ ,_.d. ....__...,. .._....___ ..... ... .. .._._ �. _ ........ ... ... �� DrJ Consulting, LLC 6300 Enterprise Lane Madison, Wisconsin, 53719 19030901MOrm The truss drawing(s) referenced below have been prepared by DO Consulting, UC under rny direct supervision based on the parameters provided by ProBuild South (Longmont) - Pages or sheets covered by this seal: 17009761 thru 170097 65 My license renewal date for the state of Colorado is October 3l,2013. umber, an (d) referenced in the tatest edition of ANSUTP't I . Section 6. N T i 1 z ^t LOADING (psfi SPACING 2 -1.0 CSt TCLL 47..01 Plates Increase 1,96 TG 0:85 TCDL 100 1 Lumber increase 115 BC 0.68 B4 "Lr, 0.0 Rep Stress met yes LV8 077 BCDL 10.€7 Coca ERC2003, (Mianx-M) LUMBER TOP CHORD 2xS SPF 21OOF 1,8E ^Except* 2.3 2x4 SPF No, 2, 3-8: 2x4 SPF I65OF 2,5E BOT CHORD 24 SPF 21470E 1.6E WFRS 2x4 SPF No.2 REACTIONS (ib,'size) 13=205'710 -5-6 (min .0- 2-B).;20m197610.5 -8 (min, 0-2-7) Max Hoye 20 =370;LC S) Max Uplift 13-- 446(LC 5), 20 -4 3(LC 5) DEFL in (imb notch Ltd ; PLATES GRIP Vert(LL) -0.87 16-27 -383 240 3 MT20 1971144 Vert(%) -2.43 16 >233 960 i MT24H 1464108 HondTL) 0.55 13 We cris a Weight 149 to F`T -. 0% BRACING TOP CHORD Structural wood sheathing directly applied or 2 -0.7 cc purlins, except end verticals_ BOT CHORD Rigid ceiling conse fiy acrpfied or 74-1 oc torac n 1. WEBS 1 Row at mtdpt 7-15,9-14,10-13 FORCES (lb) - Max. Comp uliusx.'Ten . Ali farces 250 Ob) or tens except when shown TOP CHORD 2 -3 =- 3914167, 3 •6 1 2911 2 2 1,. 4 -5- 8343!1680. 5-g-- 8899,1788, 6J=- 817511632,7 8- 9-- 362017 67. 91.1 fl--? e$0/347. 4 9 -13-40171212.2 -20 -- 449'184 BOTCH?RD 19-20=402313627, 18.19= -138CV 599&, 27.18°- 4727 +'8193, 16 -37= -. .1865, 15 -16 -- 762918087.. 14-15-78W804,13-14-36811586 WEBS 3 19= -d81f2523, 4.93=- 109lV272. 4- 18=- 43142203, 5 -18= SM168, 547- .79(595, 6.1fi = -74 @1398, 7- 48- .483,,2619, 7.15= .46761982, 9.15- •264711626,. 9.14 - _2837!803, 40 -14 -.. E1554,. 10 -13 =- 2371{504, 3.20=- 37831766 LOAD CASE(S) Standard WARNING • Verify design parameters and read notes on this Truss Design Drawing and included Out Reference Sheet (rev 03.1 V) before use. Design valid ter use with Wok connector plate$ orny. This design is based Only upon parameters shown, and is for an irrdtvddual building conerc hers. Applicability of design parameters and proper incorporation of the component is refer s toky at bundsit; designer or owner of the trusses and installer, Lateral restraint designations shown on individual web and chord members are for compression buckling only, nor for illidlng stothfily bracing. Addlionsi temporary restraint) diagonal bracing to insure suer My during construction is the responsibility Of the installer, Addrionai permanent building stability bracing of the overall structure is the responsibility aC :rye building designer or owner of the trusses_ For genera£ guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, commit ANS TPI 1, DS"4 and SCSI ('Building Component Safety hiformat3on) ava table from Scale - 1:.80.2 2.50 t.2 ° 3x4 l! 11 12 2 z. 1-75 ltZ 4x6 July 13,2013 I LOADING (psh SPACING 2-0-0 TILL 470 Ptides Increase 115 TCDL 100 1 Lumber increase 115 SCLL 0,0 Rep Stress Inv Yes BCDL 100 Code IRC2009rrPt2007 LUMBER TOP CHORD 2x6 SPF 210OF 1,81F 'Except 14 2X4 SPF Nb2, 3-8 grid SFIF 1650F 1.5E 801 CHORD 2x6 SPF 210OF 4.8E WEBS 2x4 SPF Nat OTHERS 2x4 SPF No,2 MMN�� CSI i DEFL in hoc) Web Ud f PLATES GRIP TC 085 VerpLL) -0,87 16-17 x383 240 MT20 197844 Sc 058 Vert(TL) -1A3 16-17 x233 ISO MIT20H 148/108 VvB 0,77 i Horzi%) 055 13 me rva (Malinx-M) y ------ ---- Weight: 181 lb BRACING TOP CHORD Structural worst sheathing directly applied or 2-0-7 oc pudins, except end verticiMs. BOT CHORD Rigid ce0ing directly applied or 7-4-1 as bracing. %NEBS I Raw at midist 7-15T 9-14.10-13 WAPNiNG - Verify design parameters and read notes on this Truss Design Drawing and included DFJ Reference Shoal (rev, 03.1 V) before use, Design varWi;r use with Was connector plates emir. This design is based only upon parameters shown, and is for an shfividuip building component. Applicability of design parameters and proper incorprudifion of the component is responsibility of building designer or owner of the trusses and rrotinrer. Lateral restraint designations shown on individual web end chord members are for compression buckling only, not fortrultiong stabilly bracing, Additional temporary restracal dragonat prat:frig to insure sheffity during cloud action is the ringtorritrisifity of the inscaffer. Additional permanent binding stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses For general guidance regarding design responsibilities, fabrication, guests control, storage, delivery, erection, finflub restraint and drugamal bidding, consult ANSYTPI 1, DSB-89 and SCSI (Building Component Safety Information) indispose from 11 CONSWINGUC scwe - 1:50. 2. FT 3r14 iV 20 13 175 ¢72 4X6 July 18,2013 0-11-0 5-5-8 4X6 300 fF2 3 t c LOADING hasfl SPACING TCLL 30,0 Plates Increase TCOL too s Lumber increase BCLL 0,0 Rep Stress Incr BCOL %0 Code iRC20DWI, 2-0-0 CS1 1,15 TC, 021 1,15 RD 0,17 Yes E OM Pt2007 (Mrpnx-yd� UA 7 Some - 1131 OEFL in (roc) load Up i PLATES DRIP Vert(-L) -0,01 4-5 -999 240 MT20 1971144 Ved(TL) -0,09 4-5 v737 180 Horz(TQ 001 7 nia trip Weight, 27 ile FT-O% - ---------- BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-8 00 purlins, except end vinictus, BOTCHORD Rigid ceiling directly applied or 10-0-0 or; bracing, WARNNG - Verily design parameters and rose notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-1 V) before use. Design veto for use with MiTek connector pities only This design is based only upon paritirrepoll Shown, and is for an imovirtual biorieng componeril, Applicatrigly of design parameters and proper incorporation of life Component is respOinalf0to of building designer or owner of the trusses and installer Lateral restraint designations shown on individual web and chord members are for compression buindmig only, not forbuildmit, stability bracing Additional temporary restramlit i dragonat bracing or insure Stability luring construction is the responsibility of the installer, Additional permanent nAkfirel stability bracing of the overall structure I saw is the responsibility of the building designer or owner of the masses, For general guidance regarding design reeponsibitifies, fabr receity control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSMi 1, DS8.89 and SCSI (Building Como � iment Safety information) available from i 011AI M 2.4 ti July 18,2013 Scaie - 1:54,4 I 2D 1,75 LOADING (pan SPACING 2-0-0 CS1 DEFL in Pool Well Ud PLATES i GRIP TOLL 300 plates increase 1,15 TO 0,75 i VerhLL) 4,70 16-17 MT20 240 1971144 TCDL 100 Lumber Increase 1,15 SIC 0.48 1 VerdTL) -1,40 10-17 :511 255 180 I MT20H 148/108 RCLL 00 Rep Stress Incr Yes C W`B 0.55 1 Horz(rL) 0,34 13 old Wis BCDL Code IR020097PI2007 (Mam'X-M) Weight: 142 to FT -0' ----------- — ------- LUMBER BRACING "TOP CHORD 2x4 SPF hm.2 TOP CHORD Structure wood sheathing exactly applied or 1.9-0 sac burros, except end verficals. SOT CHORD 2x6 SPF 2 1 00F 1,8E BOT CHORD Rigid calling efirectly applied or 7-04 on bracing. WESS 2x4 SPF No, 2 k 9 I Raw at lmdot 7-15, 9-14, 10 „ 13 REACTIONS (ornibe) 13-159810-5-8 (min, 0-2-0), 20-156910-5-8 (min. 0-1-15) Max Harz 20-346(LC 6) Max Note 13--442(LC 5), 20=-421(LC 5) FORCES (gs) - Max Come /Max. Ten. - Ali forces 250 (Ib) or less except when shown. TOP CHORD 2-3---317189,3"4=-499211272,4 5-15-7379MCII, 6 8-9-3928(1010, 9-10-1855f479, 11-13-310,1209,2 BOT CHORD 19-20-1039P2927, 18- 19--1406,14886,17-18- 187616731,16-17=.1 9M7285, 15.16: -RBA SS, 14-15-998,1846, 13-14-47611775 WEBS 3 18 =-508Q079,4-19-865t279,4-18--47311848,5-18--4771180 7-16--2f32,'1203,7-15--31451885, 9-15-20011057,9-14-23271646,10-14--230111(35,10-13=-21471592,3-20�--3049, mg.� WARNING - Verify design parameters and read notes on this 'Truss Goodin Drawing and Included DrJ Reference Sheet (rev, 03.11j before use, Design ,Slkf for use wi Was Connector pla only This design is based only upon parameters shown, and is for an trldividuat building component Appissiblity of design parameters and proper incorporation of the component Is responsibility of trusding designer or owner of the trusses and installer, Lateral restraint designations Shown on individual web and chord members are for compression duckimit only, not surbuirinigg salusly bracing. AddWorith temporary research diagonal bracing to insure atiositer during construction is the responsibility of the installer, Additional permanent building stabildly bracing of the overall structure is the responsibility of the building designer or owner of the trusses, For general guidance regarding design responsibilities, fabrication, quality counmr, storage, delivery, onsclon, radial restraint and diagonal bracing, comoly ANSVTR 1, DSB-89 and SCSI (Buialmlit Component Safety Information) avarelible then r] 2X4 l€ 5i 11 12 July 18,2013 LOADtNG drsfl SPACING 2.0-0 rCLL 300 i Plates increase 1.15 TCDL io'o t Lumber increase 115 BCLL 00 Rep Stress incr Yes BCDL 100 Code IRC2009rrPI2007 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF 21 1,6E WEDS 2x4 SPF Nor2 OTHERS 2x4 SPF No ,2 zam�� Csf DEFL in (tick) t1dell Led I PLATES GRIP TC 075 Verpt-L) -0.70 16-17 r511 240 I MT20 1971144 SC 048 VedTL) -1,40 16-17 >255 180 IAT20H 1481108 VVB 0.55 f-kez(TQ 034 13 nAr n1a (Mrstrix-M) Weight: 167 lb FT=O% BRACING TOP CHORD Structural wood sheathing directly applied or 1-9-0 or pumns, except end vertcais, BOT CHORD Rigid ceiling directly applied or 7-0-0 do bracing, VVESS I Row at might 7.15, 9-14,10-13 WARNING - Verity design parameters and read notes on this Truss Design Drawing and inctudied DrJ Reference Sheet (rev. 03-1 V) before use Dessin valid for use with Iiii corcusam plates only. This design is based only upon parameters shown, and is for an individual btutifing component. Applitabsid, of dtn�qn parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and infortifer, Lateral restraint designations shown on individual web and chord members are for compression buckling stay, not fortruilding sheirth, bracing Additional temporary restramV diagonal bracing to insure stability during construction is the responsibility of the rubster. Additional permanent bullieng stability bracing of the overall structure is the respecisdarty of the bushing designer or owner of the trusses For general guidance regariang, design resporrebitries, fabrication, quality neutral, storage, delivery, election, lateral restraint and diagonal bracing, consult ANSuTto 1, OSS-0 and BCSt Molding Componers Safety information) available from rj -L 1 -1-0 0-11-d 2-0-5 1-8-13 3 3-5M10 3-5-10 SZ2 5-2-2 5-5-10 13-0 4 July 18,2013 `� � 1 �r:; �� r 0 "W ANVIL INTERNAT)ONAL, INC, 01 SR-220,7",91 CFM,Reg:I0X4 R-23o,r*,91 CFM,Reg.10) Mum 14x6" Transtier Grille Him A . E33= NE OWN BUILDERS Main Floor PERRIN'S ROW Plan 1119 RE ARE TfIE U RGEST )NS THAT WILL BE d ELITE SOFfWARES MANUAL J AND MAY USE COMMON ROOMS TO MAKE UP SUPPLY AIR CFM TI IAT IS REQUIRED AS SHOWN ON FLOOR PLANS, samismam SR-190,8",148 CFM,Reg:14x6 HE NEWTOWN BUILDERS Lower Level PERRIN'S ROW Plan 1119 Drawn: Approved: Date Job Number,- 220# w 4 14x3'' Transfer Grille vposed: Frame In 1x10" Duct In Mstr oset 1-160,6",;M CFM,Rog:1Ox4 SR-140,r,72 CFM,ReglOx4 SR- 150,r %72 CFM,Reg:l Ox4 EMU= NEWTOWN BUILDERS Upper Floor PERRIN'S ROW Plan 1119 Manual D, New Town P rrin's Row Plan 1119 MIMMEMW Numoor rrr acuve rrun s: Number of active run outs: Total r°unout outlet airflow Main trunk sifflow 726 Laigest true diameter'. t 0 Largest run out diameter ' SR Smallest trunk diameter. 151 270 Smallest ru ut diameter'. 4 SR -120 Furnace heat Rase Used 58 degrees on Program Furnace Blower data .AJR DELIVERY- CTAI (BOTTOM RETURN NNTrH FILTER) �� �.yxx'yy awa W TV 4 d .WY CONNECTION �A lF N!.. ry� �� wr ^ y x N ^�+�"�� ���k"M� iWi�k u� 1'% �y'�;y.. p .r:•.. K eii ... M � , ^, a BOTTOM or TWO-SOES 3,4 M B OTTOM or TVVO�SM 3A wu�.wrwrr�..i.......^rrww�w 1 � Y �www++ rwnrr YWbWw�+' Y+ iWWWYt�aY1�IIXltlx.! MYL�. M�YYIIYV�YIWM !^�fC.��1iI1tiY�Mlw.(M��YIIIIf mmusmm m PERFORMANCE DATA (co&.) COIL STATIC PRESSURE DROP (in. w PURON 40id k lll REFRIGERANTS q AM iin 111111 n-7M- : »� Standard Air Conditioner *a ?w> »« : »� 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 M0,315,0459 Property: 1119 End Perri ns 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: 1119 End Perrins Row,blg Rating Date: 01/10/14 Ru!Ldin Information: Conditioned Area (sq ft): 1377 Conditioned Volume (cubic ft). 14960 Insulated Shell Area (sq ft): 4072 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed below will change in the field from what has been input in the analysis. EnergyLogic, Inds 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 s,f.) R-25,0 continuous insulation, R-13,0 cavity insulation, Name: Flat Insulation Grade: 1 11 111 Face/Inset Comments/Location 2. Attic: R30 Blow Open G1 (58 sJ.) R-17.0 continuous insulation, R-13.0 cavity insulation, Name: Flat edge Insulation Grade: 1 11 111 Face / Inset CommentslLocation REM[Rate - Residential Energy Analysis and Rating Software 04.3 This information does not constitute any warranty of energy cost or savings. 0 1•85-2013 Architectural Energy Corporation, Boulder, Colorado, ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 2 1, WaIL x6 16oc BF/R23 GI (600 s.f.), Between conditioned space and ambient R-0,0 continuous insulation, R-23,0 cavity insulation, 1,211 �.,, M ii 1 1 � 01=03MV Comments/Location 2. Wall: x4 16oc FB/R1 3 GI (743 s.f.), Between coed and another coed unit (adiabatic) R-0,0 continuous insulation, R -1 cavity insulation, Name: Left 2x4 common Insulation Grade: 1 11 111 Face / Inset Comments/Location 1 Wall: x6 16oc BF/R23 GI (400 sfl, Between conditioned space and ambient R-0,0 continuous insulation, R-23,0 cavity insulation, Name: Back 2x6 Insulation Grade 1 11 fit Face I Inset Comments/Location 4, Wall: x6 16oc BF/R23 GI (763 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/Location 5, Wall: x6 16oc BF/R23 G1 (20 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-23.0 cavity insulation. Name Left 2x6 Insulation Grade: I if III Face / Inset Comments/Location 6. Wall: x6 16oc BF/R23 G1 (200 s.f,), Between conditioned space and garage R-0.0 continuous insulation, R-23.0 cavity insulation, Name: Garage 2x6 Insulation Grade: I It III Face / Inset Comments/Location Windows and Skylights: I Window: Low E 30 / 30 (137 s.f., South), U-Value: 0,300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: Front 2x6 Orientation: South ... .. ... . ... 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, .... ...... ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 3 Comments/Location 2, Window: Low E 30130 (87 s.f., North), U-Value: 0.300, SHGC1 0,300 For windows without labeled U-factors, describe features: Name: Back 2x6 Orientation: North Comments/Location 3. Window: Low E 30130 (88 s,f,, East), U-Value: 0,300, HGC: 0,300 For windows without labeled U-factors, describe features: Name: Right 2x6 Orientation: East Z;omments/Location Z' omments/Location I Floor: F-Glass 16oc 12" G1 (414 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-50.4 cavity insulation. Name: Garage Insulation Grade. I It III Face / Inset Comments/Location 2. Floor: F-Glass 1600 12" GI (25 s.f.), Between conditioned space and ambient conditions R-0.0 continuous insulation, R-50.4 cavity insulation. Name: Cant Insulation Grade: 1 11 111 Face / Inset Comments/Location I Slab: R1 0-S1 0'w/R1 O-PI 8"G1 (188 s.f) R -10,0 perimeter insulation, R -10.0 under slab insulation, Name: Slab Insulation Grade: 1 11 111 Face / Inset 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 Comments/Location I Joist: Ambient (90 s.f.), Between conditioned space and ambient R-0,0 continuous insulation, R -9 cavity insulation, Name:Ambient Insulation Grade: 1 11 fit Face / Inset Comments/Location Z Joist: Party (41 s.f.), Between cond and another coed unit (adiabatic) R-0,0 continuous insulation, R -1 cavity insulation. Name: Party Insulation Grade: I It fit Face I Inset CommentslLocation Mechanical Equipment: 1. Heating: Fuel-fired air distribution, Natural gas, 92.1 AFUE, Make and Model Number: Cooling'. Air conditioner, Make and Model Number: 111111101�=! I NT!, 11 11 11 11 ! �!l zn=� w° 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 watts. zsms��� Air Leakage Control:* Blower Door Test at Final House is air- sealed so as to achieve 3W AC HSO 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 04.3 This information does not constitute any warranty of energy cost or savings, @ 1985-2013 Architectural Energy Corporation, Boulder, Colorado, ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 5 INFILTRATION REQUIREMENTS FOR IECC. Duct Leakage and Insulation: Duct System I Leakage to Outside and Total Duct Leakage Duct System I Leakage to Outside is specified in REM/Rate at 1,000 CFM @ 25 Pascals Duct System I Total Duct Leakage is specified in REM/Rate at 1.000 CFM @ 25 Pascals DUCT LEAKAGE CODE REQUIREMENTS FOR IECC 2009 IECC Rough in Test with AHU: Total Duct Leakage — 6 CFM25 I 100 so ft CFA. [2009 IECC Rough in Test without AHU: Total Duct Leakage 4 CFM25 / 100 so ft CFA, . ................ . ...... - ------ ------- --- ----- --- - - ------- __ ------ - 2012 IECC Postconstruction Leakage Test Total Duct Leakage <= 4 CFM25 / 100 sq ft CFA. 2012 fECC Rough in Test with AHU: Total Duct Leakage — 4 CFM251 100 so ft CFX ----------- 2012 IECC Rough in Test without AHU: Total Duct Leakage 3 CFM25 / 100 sq ft CFA 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. M Date: January 10, 2014 Rating No,: Simulated Performance Analysis Property: 1119 End Perrms Row Rating Org.: EnergyLogic, Inc Wheatridge, CO 80033 Rater's Name: Peter Oberhammer Builders Name: New Town Buifders Raters ID: 9189857 Building Name: New Town Builders Rating Date: 01110/14 HERS Index of Reference Design Home 72 68 HERS Index w/o PV HERS Index Target {SA F Adjusted) 72 68 HERS Index Size Adjustment Factor: 1.00 HERS Index w/o PV <-- HERS Index of Reference Design Home AND HERS Index <= HERS Index Target to comply. We home MEETS OR EXCEEDS the energy efficiency requirements for designation as an EPA ENERGYSTAR Version 3 Qualified Home. -------------------- I - M TVW This information does not constitute any warranty of energy cost or savings, 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado, ENERGY • R VERSION 3 HOME REPORT New Town Builders Page Residential REM/Rate - • i. Rating Software v14.3 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 0,00 Wheatridge, CO 80033 Rater's Name: Peter Oberharnmer Builder's Name: New Town Builders Rater's ID: 9189857 Building Name: New Town Builders Rating Date: 01110114 I F7199 115111 MiNig - 111; Fuel-fired air distribution, 55,0 kBtuh, 92.1 AFUE, Air conditioner, 30.0 kBtuh, 13,0 SEER, Conventional, Gas, 0.62 EF Heat- Cool=Yes Exhaust Only: 46 c", 15.0 wafts, 90.00 Clothes Dryer Fuel: OM Clothes Dryer EF: 775.00 Clothes Washer LER: 0,60 Clothes Washer Capacity: 0,00 Range/Oven Fuel: This information does not constitute any warranty of energy cost or savings, 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado. I 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 compty, - --------- - ----- - -------- REM/Rate - Residential Energy Analysis and Rating Software vi 4.3 0 111 ERR] Uff-10 VAUSUT �#jaz gai"I i n 11 Lon 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 Rater's Namei Peter Oberharnmer Address: Wheatridge, CO 80033 Rater's No,: 9189857 Builder's Name: New Town Builders Photovoltaics: -0 Weather Site: Denver, CO Rating Type: Based On Plans File Name: 1119 End Perrins Row.blg Rating Date: 01110/14 zmmmw�� I Ni I WEEM Healing: Fuei-fired air distribution, 55,0 kBtuh, 92,1 AFUE, Cooling: Air conditioner, 30.0 kBtuh, 13.0 SEER Water Heating: Conventional, Gas, 0,62 EF Wridow-to-Floor Area Ratio: 0.23 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, 2009 IECC As Designed Heabng: .... . ........ .... ..... 409 356 Cooling: 77 90 Water Heating: 160 160 SubTotal - Used to Determine Compliance: 647 - - -------------- ------ ---------- 606 ----------- 11111--1-- Lights &Appliances 599 597 Photovoltaics: -0 -0 Service Charge: 0 0 Total: 1246 1204 Window U-Factor Check (Section 402,5) Window U-Factor (Design must be equal or lower): 0,480 0,300 Home Infiltration (Section 402,42): PASSES Duct Leakage (Section 403,2.2): PASSES I Ni I WEEM Healing: Fuei-fired air distribution, 55,0 kBtuh, 92,1 AFUE, Cooling: Air conditioner, 30.0 kBtuh, 13.0 SEER Water Heating: Conventional, Gas, 0,62 EF Wridow-to-Floor Area Ratio: 0.23 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, maim 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 .800315,0459 Property: 1119 End Perrins Row Rater's Name: Peter Oberharnmer Address: Wheatridge, CO 80033 Rater's No.: 9189857 Buildees Name: New Town Builders Photovoltaics: -0 Weather Site: Denver, CO Rating Type: Based On Plans File Name 1119 End Perrins Row.blg Rating Date: 01/10/14 Home Infiltration (Section 402.4.1,2): PASSES Duct Leakage (Section 403,2,2): PASSES Mechanical Ventilation (Section 403.5): PASSES ; a climate z ' e of 5B. us= N��� 01 0"S MIMI i 0 MOWN I - jan --- - 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, 2012 IECC As Designed Heating: -- - --------- 327 356 Cooling: 97 100 Water Heating: 160 160 SubTotal - Used to Determine Compliance: 586 ---------- 616 Lights & Appliances: 599 597 Photovoltaics: -0 -0 Service Charge: 0 0 Total: — - ----------- - ------ ...... ........ .. 1183 ---------------- 1213 --- - ------- Window U-Factor Check (Section 402.5) Window U-Factor (Design must be equal or iower): 0,480 0,300 Home Infiltration (Section 402.4.1,2): PASSES Duct Leakage (Section 403,2,2): PASSES Mechanical Ventilation (Section 403.5): PASSES ; a climate z ' e of 5B. us= N��� 01 0"S MIMI i 0 MOWN I - jan --- - 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, REM/Rate - Residential Energy Analysis and Rating Software v14.3 J�i �1111=11141 • 1 L-74 A It as 1 Project Title: NewTown Perrin's Row Plan 1119 Designed By: Bob Guenther Project Date: Wednesday, October 19, 2011 Client Name: Newtown Builders Company Name: Smith And Willis Heating And Air LLC Company Representative: Bob Guenther Company Address: 12340 Mead Way Company City: Littleton, CO., 80125 Company Phone:'. J303)688-44Ve4102 Company E-Mail Address: bob@smithandwillis'com Total Sensible Gain: Total Latent Gain, a 100 % 0 % 1.32 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. at your design conditions. Wednesday, November 20, 2013, 3:03 PM Square ft. of Room Area: 1,373 Volume (W) of Cond. Space: 13,147 Winter: 1 0.19 80% 50% 70 61.05 Summer: 91 59 15% 50% 75 -39.07 M i en gTr u n k flunouts li I;p!!lI;I:II i pli1q; Y:\,..\Plan 1119,rhv Wednesday, November 20, 2013, 3:03 PM 1 Return Garage Open Crawl - 0.24 8 77.4 Yes 2 Return Attic Attic 16B 0.24 8 67.9 Yes Calculate: Yes Yes AC/hr 0.250 Use Schedule: Yes Yes 55 CFM Roughness Factor: 0.00300 0.01000 AC/hr Pressure Drop: 0.1000 in.wg./l 00 ft. 0"1 000 In.wg-:11 00 ft, Cu.ft./hr Min' imum Velocity: 650 ft-Imin 450 ft,/min 0.0167 Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. D in Maximum Height: 0 in. 0 in. li I;p!!lI;I:II i pli1q; Y:\,..\Plan 1119,rhv Wednesday, November 20, 2013, 3:03 PM 1 Return Garage Open Crawl - 0.24 8 77.4 Yes 2 Return Attic Attic 16B 0.24 8 67.9 Yes Su AC/hr 0.250 AC/hr CFI 55 CFM AC/hr 0.302 AC/hr Cu.ft. X 12,147 Cu.t Cu.ft./hr 3,966 Cu.ft./hr 0.0167 li I;p!!lI;I:II i pli1q; Y:\,..\Plan 1119,rhv Wednesday, November 20, 2013, 3:03 PM 1 Return Garage Open Crawl - 0.24 8 77.4 Yes 2 Return Attic Attic 16B 0.24 8 67.9 Yes Y:\,,.\Plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM Scope Ton /Ton Area Gain Gain' Gain, Low M' CFM CFMI size Bullchng 1M 1,139 1,373 15,811 ....... .... -1,352 15,811 3�,i6 - 84 68 System 1 1.32 1,139 1,373 15,811 -1,352 15,841 35,769 684 684 684 18x92 Duct Latent -514 0 Hurrudificafion 2,304 n (- 1 1 �373 15,811 - 83 8 15,8? 11 33,465 684 684 6,84 10x!3 1-Gue Entry 145 1,660 -256 1 7,231 148 72 148 8 2-Lau I nary 41 694 -101 694 2,553 52 30 52 6 340chewD 280 -289" 4,12,19 606 129, .,-183.', 1 83 4-Living 277 2,462 -41 2,452 5,375', If 0 106 110 7,7 5 -P DR 43 654 -113 654 9,873 3& 28 38 4 6-8eth 2 50 575, 575 1,259� "6' 2 �6 26 - 6 7-Bodroom 2 138 1,760, 104 1,864 2.327 48 76. 76 7,7 8-Master Bath 62 734 -74 734 1,583 32 32 32 5 9-Master Bedroom 223 2,255 109 2,364 2,652, 54 98 98 7,7 10-Hall 114 808 -114 808 2,3 47 35 47 Not 1w11 11 1-4 Sum of room airflows may be greater than system al rflow because system room airflow option uses the oreater of heating or cooling, Y:\,,.\Plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM --Duct Name: ST-160, Feeds Into: Living, Effective Length: 1.0 Trunk 0.0003 15.2 86 Up: ST-240 55 20 0M1 Rect 1.0 10 0.0 PrPsize 119 5 0A51 --Duct Name: ST-130, Feeds Into: Living, Fitting: 8-B3C, Effective Length: 10.8 Trunk 0=03 16 Up: ST -1 -.Duct Name: ST-270, Feeds lnto.,Living, Eff ective Length: 0.4 18 Rect 0.8 Trunk 0.0003 15. 2 27 OMO 4.2 Up: ST -160 12 0.000 OMO 0,446 Rect 0.4' 10 0.0 - �0.000 502 Presize 38 2.1 0.451 0.349 -Duct Name: SR-110, Supplies: Living, Fittings: -Duct Name: ST-250, F6edi Into': Living, Eftective'Length: 1.6 Length: 74.2 Runout Trunk 0.0003 15.2 287 206 0.001 Up: ST-190 55 20 0.010 0.000 0.011 Rect 1.6 10 0.0 0.000 7.7 Presize 398 7.9 0.452 0.348 55 --Duct Name: ST-240, Feeds Into: Living, Eff ective Length: 1.8 0.444 0.356 Trunk 0.0003 15.2 156 0.000 Up: ST -210 55 20 0.003 0.000 Rect 1.8 10 0.0 0.000 Presize 216 8.8 0.452 0.349 --Duct Name: ST-160, Feeds Into: Living, Effective Length: 1.0 Trunk 0.0003 15.2 86 Up: ST-240 55 20 0M1 Rect 1.0 10 0.0 PrPsize 119 5 0A51 --Duct Name: ST-130, Feeds Into: Living, Fitting: 8-B3C, Effective Length: 10.8 Trunk 0=03 16 Up: ST -1 55 18 Rect 0.8 12 Presize 593 4.2 I 11 ii I , 1 3 a ME= Runout 0.0003 7 206 Up: ST -130 128 5.4 0.011 Rnd 12.6 7.7 48.1 Presize 55 23.1 0,446 -Duct Name: ST-140, Feeds Into: Living, Effective Length: 2.7 Trunk 0.0003 15.2 361 OMO Up: ST -130 55 20 0.015 0.000 Rect 2.7 10 0.0 0.000 Presize 502 13.3 0.452 0,348 -Duct Name: SR-110, Supplies: Living, Fittings: 2-1,4-AD, Effective Length: 74.2 Runout 0.0003 7 206 0.001 Up: ST-250 128 5.4 0.011 0.007 Rnd 12,6 7.7 61.6 0.008 Presize 55 23.1 0.444 0.356 Y:\...\Plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM .. -Duct Name: ST -220, Effective Length: 6.3 -- -Duct Name: SR -120, Supplies: PWDR, Fittings: 2 -1, 4 -AD, Effective Length: 41.9, Runout 0.0003 4 436 0.011 0.001 Up: T -270 128, 3.1 0.083 0.023 0.000 Rnd 13.E 4.4 28.3 0.05 0.001 Prsize 38 14.2 0.417 0.383 0.345 -Duct t am : STA9 , Feeds Into. living, Effective Length: 1.9 Trunk 0.0003 16 Trunk 0.0003 15.2 333 0.000 18 Up: ST -140 55 20 0.013 0.000 12 Rect 1,.9 10 0.0 0.000 4.8 Presize 470 9.6 0.452 0.348 -Duct Name: -210, Feeds Into: Living, Effective Length: 1. Y:\...\Plan 111 .rhv Trunk 0.0003 15.2 221 0.000 U T -250 55 20 0.006 0.000 Rect 1.5 10 0.0 0.000 Presize 307 7.5 0.452 0.348 -- -Duct Nerve. SR -220, Supplies: Kitchen /Dining, Fittings: 2-1,4-AD, Effective Length: 68.7 Runout 0.0003 7 341 0,002 Up: ST -210 55 5.4 0.029 0.018 Rnd 7.8 7.7 60.9 0.020 Presize 91 14.4 0.432 0.368 - -Duct Name: SR -230, Supplies: Kitchen/Dining, Fittings: 2 -1, 4-AD, Effective Length: 54.1 Runout 0..0003 7 341 0.000 Up: T -160 55 5.4 0.029 0.015 Rnd 1.1 7.7 53.0 0.016 Presize 91 2 0.436 0.364 -- -Duct Name: ST -230, Feeds Into: Guest Entry, Effective Length: 0.7 Trunk 0.0003 16 395 0.000 Up: ST -110 55 18 0.015 0.000 Rect 0.7 12 0.0 0.000 Presize 593 3.3 0.456 0.344 .. -Duct Name: ST -220, Effective Length: 6.3 Trunk 0.0003 16 395 0.001 Up: ST -230 55 18 0.015 0.000 Rect 6.3 12 0.0 0.001 Presize 593 31.7 0455 0.345 - -Duct Name: S 1T -100, Feeds Into: guest Entry, Fitting: 1-1-12, Effective Length: 99.1 Trunk 0.0003 16 484 0.000 Up: Fan 128 18 0.020 0.020 Rect 1.0 12 98.1 0.280 Presize 726 4.8 0.456 0.344 Y:\...\Plan 111 .rhv Wednesday, November 20, 2013, 3:03 PM .,--Duct Name: ST-110, Feeds Into: Guest Entry, Effective Length: 0,9,, -Duct Name: R -190, Supplies: Guest Entry, Fittings: 2-1, 4-AD, Effective Length: 84.2 Runout 0,0003 Trunk 0.0003 Runout 449 0.000 Up: SIFT-100 128 1 0.,016, 0.000 R%t 0.9 1 0.0- 0.1000 Presize 674 4.6 0.456 0.344 -Duct Name: ST -120, Effective Length: 6.8 Presize 148 Trunk 0.0003 16 395 0.001 Up: ST-220 55 18 0.015 0.000 Rect 6.8 12 0,0 0,001 Presize 593 33.8- 0.454 0.346 -Duct Name: SR-200, Supplies: Laundry, Fittings: 2-1, 4-AD, Eff ective Length: 44.7 Rnd Runout 0.0003 6 265 0.001 Up: SMT-1 00 128 47 0.021 0.009 Rnd 2.6 6.6 42.1 0.009 Presize 52 4.1 0.447 0.353 --Duct Name: SR-150, Supplies: Master Bedroom, Fittings: 4-G, 2-1, Effective Length: 85.4 -Duct Name: R -190, Supplies: Guest Entry, Fittings: 2-1, 4-AD, Effective Length: 84.2 Runout 0,0003 7 269 Runout 0.0003 8 424 0.005 Rnd 14.7 7.7 Up: T -110 128 6.2 0.033 0.022 0.365 32 Rnd 16.6 8.7 67.6 0.028 Length: 56.5 Presize 148 341 0A29 0.371 Up: ST-240 128 -Duct Name: SR-140, Supplies: Master Bedroom, Fittings: 2-1,4-G, Effective Length: 76.0 0.006 0.003 Rnd Runout 0.0003 7 269 0,003 26 15.4 Up: ST-240 55 5.4 0.019 0.012 Rnd 14.6 7.7 61.4 0.015 YA _APlan 1119.r v Presize 72 26.7 0.437 0.363 --Duct Name: SR-150, Supplies: Master Bedroom, Fittings: 4-G, 2-1, Effective Length: 85.4 Runout 0,0003 7 269 0.003 Up: ST-1 90 55 5.4 0.019 0,014 Rnd 14.7 7.7 70.7 0.016 Presize 72 26.9 0.435 0.365 --- Duct Name: SR -160, Supplies: Master Bath, Fittings: 2-1, 4-H, Effective Length. 45.2 Runout 0,0003 5 235 0.002 Up: ST-140 55 3.9 0,023 0.009 Rnd 7.7 5.5 37.5 0,010 Presize 32 10 0.442 0.358 --Duct Name: SR-170, Supplies: Bath 2, Fittings: 2-1,4-G, Effective Length: 56.5 Runout 0.0003 6 132 0.001 Up: ST-240 128 4.7 0.006 0.003 Rnd 9,8 6.6 46.7 0.003 Presize 26 15.4 0.448 0.352 - ------- - - YA _APlan 1119.r v Wednesday, November 20, 2013, 3:03 PM Number of active trunks: 13 Number of active runout: 13 Total runout outlet airflow: 808 Main trunk airflow: 726 Largest trunk diameter: 16 ST -130 Largest runout diameter: 8 SR-190 Smallest trunk diameter: 15.2 ST-270 Smallest runout diameter: 4 SR-1 20 Supply fan external static pressure: 0.800 Supply fan device pressure losses: 0.260 Supply fan static pressure available: 4540 Runout maximum cumulative static pressure loss: 4383 SR -120 Return loss added to supply: 0.064 Total effective length of return ft.): 226.0 Low Total effective length of supply ft.): 177.3 SR -120 Overall total effective length (ft.): 403.2 Low to SR -124 Design overall friction rate per 100 ft.: 0.134 (Available SP x 100 0 TEL) System duct surface area (No Scenario): 136.1 System duct surface area (Scenario 1): 247.3 Garage (Linked to duct load) Total system duct surface area: 383.4 ZMEHIM --Duct Name: RT -114, Feed From: Gu est Entry, Eff ective Length: 1.0 -� ••�.......uw.,.x..w'.: ti, ,.. iC a w.. .,i d .� 1 ., } , r e<t \a, a,. 4w1 i � a+w`.`v,:www.w..�.w...,� .. ,: ..', t 1,.i ". � .. � -Duct ct trams: Main Low, Returns Pram: Living, Fittings: -N, -B, Effective Length. $8. 539 0.000 Up: RT -124 Runout 0.0003 16 287 0.000 Rect 1.0 12 Up. RT -120 75 18 0.008 0.007, "4.421 4.463 Rect 0r9 12 87.8 0.007. f 323 Trunk 0.0003 Presize 484 4.5 -0.010 4.447 r 18 4.421 - Name: RT -148, Effe Length. 5.5 0,0 Rect 8.1 12 0.0 4.442 Trunk 4.0443 16 472 4.441 -- -Duct Na me : L ow, Returns Fran: Guest Entry, Fitt 6-C, 6 -G,12-S, 8-A2,8-A2, Up. RT -114 75 18 4x421 0.000 374 4.402 Rect 5.5 12 0.0, 0.001 Rnd 5.5 Presize 748 27.5 -4.424 4.412 141 4.444 -[duct game: R -100, Feeds From: Guest Entry, Fittings: 5 -N, 5 -0, Effective Length: 163,2 f Trunk 4.4403 16 539 4.440 Up: Fan 75 18 4.026 4.443 Rect 0 1 12 162.5 0.043 Presize 848 3.5 -4.421 0.064 --Duct Name: RT -114, Feed From: Gu est Entry, Eff ective Length: 1.0 � Trunk 4.4043 16 539 0.000 Up: RT -124 Up: R T -144 75 18 0.026 4.440 Rect Rect 1.0 12 0.4 4.044 Presize Presize 848 5 "4.421 4.463 - -Duct Name: Mstr Ceiling, Returns From: Master Bedroom, Effective Length: 13.1 -- -Duct Name RT -120, Effe ctive L 8.1 Runout 0.01 10 323 Trunk 0.0003 16 472 0.002 0.027 Up, RT -144 75 18 4.421 0.044 0,0 Rect 8.1 12 0.0 4.442 -0.014 Presize 708 44.4 -4.018 0.414 -- -Duct Na me : L ow, Returns Fran: Guest Entry, Fitt 6-C, 6 -G,12-S, 8-A2,8-A2, Effective Length: 61.7 Runout 4.4443 7 374 4.402 Wednesday, Up: RT -114 75 5.4 4.433 4.419 Rnd 5.5 7.7 56.2 4.421 Presize 140 141 4.444 4.421 f --Duct Nerve: RT -134, Feeds From: Master Bedroom, Effective Length: 0.0 Trunk 0.0003 0 0 0.444 Up: RT -124 0 0 4.444 0.404 Rect 0.3 0 0.0 0.004 Presize 0 0 0.000 4.000 - -Duct Name: Mstr Ceiling, Returns From: Master Bedroom, Effective Length: 13.1 Runout 0.01 10 323 0.004 Up: RT -120 75 7.8 0.027 0.000 find 13.1 10.9 0,0 0.004 Pres 176 34.4 -0.014 0.004 YA ..AP #an 1119.rhv Wednesday, November 20, 2013, 3.03 PM Y:\ ... \Plan 1119.rhv Wednesday, November 20, 2013, 3:03 P! Total runout outlet airflow: 803 ,Main trunk airflow: 808 Largest trunk diameter; 16 RT -1 40 Largest runout diameter: 16 Main Low Smallest trunk diameter: 0 RT -130 Smallest runout diameter: 7 Lour Runout maximum cumulative static pressure loss: 0..021 Love Return lass added to supply: 0.064 Total effective length of return ( t. ): 226.0 Lour Y:\ ... \Plan 1119.rhv Wednesday, November 20, 2013, 3:03 P! Square ft. • Room Area: on 4161 "M ravatz IN Total Sensible Gain: Total Latent Gain: 35,769 New Town Door: Door-R=2.85 59.6 1,440 0 459 459 Btuh 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud 10983 4,928 0 808 808 cavity, no board insulation, siding finish, wood studs 12D-0sw: Wall-Frame, R -15 insulation in 2 x 4 stud 1274.7 7,565 0 1,699 1,699 cavity, no board insulation, siding finish, wood studs 16B -38- :. Roof/Ceiling-Under Attic with Insulation on 42.5 76 0 51 51 Attic Floor (also use for Knee Walls and Partition Ceflings), vented attic, no. radiant barrier, R-38 insulation, dark membrane 16838, Robif/C61ing-Under Attic with Insulation on Attic 5 7 «3 1,054: 0 70 703 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 22 , B-1 Oph-t: Floor -Slab on grade, Vertical board insulation 66 2,191 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, 443.8 919 0 80 80 Passive, R-38 blanket insulation, carpet - - -------------- - - ------ Subtotals for structure: 22,253 0 10,169 10,169 People 3 600 690 1,290 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 6,411 -514 2,391 1,877 Infiltration: Winter CFM: 77, Summer CFM: 66 4,801 -1,438 952 -486 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Humidification (Winter) 6.28 gal/day: 2,304 0 0 0 AED Excursion: 1 11 1 1 11 1 1 1 111.1-1 _ . .. . .... . . . .. . ........ .... . .. , , " 1 11 1 "1 -1 1 1 1 "1 1 1 1 11 1 1 I I I I I I 1 11 11 1 1 1 1 11 0 I'll 1-1111-11,111, "I'll 0 I'll "I 410 - 1 11 4 1-11,11, 1 1 Total Building Load Totals: 35,769 -1,352 15,811 14,459 Square ft. • Room Area: on 4161 "M ravatz IN Total Sensible Gain: Total Latent Gain: 35,769 Btuh 35.769 15,811 Btuh 100 -1,352 Btuh 0 15,811 Btuh 1.32 Tons (Based On Sensible + Latent) Rhvac is an ACCA approved Manual J and Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as build ng use and weat er may vary. at your design conditions. YA ... \Plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM • lM Coaling System Type; Standard Air Conditioner Outdoor Model, CA1 NA018 * * * *(A,B) Indoor Model. CNPV *241 A * * +TUR Tradename. 13 SEER PURON AC Outdoor Manufacturer. CARRIER AIR CONDITIONING AHR1 Reference No., 4540727 I I Nominal Capacity. 18000 Efficiency. 13.2 SEED Heating System Type. Natural Gas Furnace Model. 89SC2B060S17A } Tradenae. Carrier Manufacturer. CARRIER CORPORATION Description: Natural Gas or Propane Furnace Capacity. 66303 Efficiency. 92.1 AFUE i y Y:\ ...!Plan 1119.rhv Wednesday, November 20, 2013,3:03 PM k Room Length: 144.9 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 145.0 sq.ft. Supply Air: 148 CFM Ceiling Height: 10,0 ft. Supply Air Changes: 6.1 AC/hr . Volume: 1,449.0 cu.ft, Req. Vent. CI g: 0 CFI Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 8 % Actual Summer Vent:: 9 CFM Perc nt of Supply: 0 Actual Winter infil.: 14 CF Actual Summr.lnfil. 1 CFM Lrt � i * +� �ttl ,° jit � iS+�`.��tii,,.'`,Y F - Wall - 1217-Osw 14.8 X 10 125.5 0.065 4.5 563 01 0 92 W - Wall- 12F -Osw 6.7 X 10 56.E 0.065 4.5 254 03 0 42 S -Wall- 1 2F-Osw 5.5 X 10 45 0.065 4.5 202 0.7` 0 83 W - Nall- 12F -Osw 7,7 X 10 52.7 0.065 4.5 236 0.7 0 39 N - Wall - 127 -Osw 12.7X 10 1261 0.086 5.9 752 1.3 0 169 l F - Door - New Town boor 2,7 X 6.7 17.8 0.350 24.2 430 7.7 0 137 W -Door -New Town Door 3 X 8 24 3,356 24.2 586 7.7 0 185 W -GIs -New Town Window shgc- 10 9.366 20,7 237 33.2 0 332 0.30% S - GIs -New Town Windrow shgc- 10 0.300 20.7 207 16:7 0 167 030%S Floor-22B-1 Oph 47 ft.. Per. �m _47 �� __ X3.481 ., 33. m 1,560 _ _ _. 0.0 0 Subtotals for Structure; 4,991 0 1,196 Infil,: Win.: 13.8, Sum,: 11.8 468 1;825 855 0.363 -256 170 Ductwork: 1,385 251 l AFC3 Excursion: . _,, ... r. _. _ .... _. �,._ , _. w e ... 43 e_.. _.._ __, ,..._ .... ._ �.M _� e.... _ .e... _ _,.... Room Totals: 7,231 -256 1,660 Wednesday, November 20, 2013,3:03 PM Calculation Mode: Htg. & c1 g. Occurrences: I Room Length: 5.7 ft. System Number: I Room Width: 7.2 ft. Zone Number: I Area: 41.0 scift supply Air: 52 CFM Ceiling Height:, 10.0 ft. Supply Air Changes,: 7.7 AC /hr Volume: 407.0 cuft Req. Vent. Cig: 0 CFM Number of Registers: I Actual Winter Vent: 0 CFM Percent of Supply. 0 % Actual ,Summer Vent.!, 10 CFM Percent of Supply:, % Actual Winter, Infil.: 5, CFM Actual Summer lnfil.: CFM E -Wall- I 2F-Osw 5.7 X 10 56.7 0.065 254 0.7 0 42 S -Wall- I 2D-Osw 7.2 X 10 71.7 0.086 5.9, 425 13 0 96 W -Wall-1 2F-Osw 5.7 X 10 46.7 0.065 4.5 209 0.7 0 34 W -GIs-New Town Window shgc- 10 0.300 20.7 207 33.2 0 332 0.30%S Floor-2213-1 Oph 19 ft..Per. 19 0.481 312 631 0.0 0 0 Subtotals for Structure: 1,726 0 504 Infil,: Win.: 5.4, Sum.: 4.7 185 1.826 338 0.362 -101 67 Ductwork: 489 105 AED Excursion: 18 Room Totals: 2,553 -101 694 Y:\ ... \Plan 11 19.rhv Wednesday, November 20, 2013, 3:03 PM Cy YA ..APlan 11 19.rhv Wednesday, November 20, 2013, 3:03 PM E -Wall-,I�F-Osw 20 X 11 175 0.065 4. 5 785 0.7 0 129 S -Wall-12D-0sw 14 X 11 154 0.086 5.9 914 1.3 0 205 N-WaII-12D-Osw14'X11_ 154 0,086 5.9 914 1.3 0 205 E -GIs-New Town Window shgc- 22.5 0.300 20.7 466 33.2 0 746 0.30%S E -GIs-New Town Window shgc- 22.5 0.300 20.7 466 33.2 0 746 0.30%S Floor-20P-38 1 X 280 111-11111-11 ------------ - 280 0.630 2.1 580 ---- ---- -- 02 0 50 Subtotals for Structure: 4,125 0 2,081 Infil.: Win.: 15.5, Sum.: 13.3 528 1.826 964 0.362 -289 191 Ductwork: 1,206 638 AEC) Excursion: 109 Equipment: 0 1,200 Room Totals: 6,295 -289 4,219 Cy YA ..APlan 11 19.rhv Wednesday, November 20, 2013, 3:03 PM Y:\ ..\Plan 11 19.rhv Wednesday, November 20, 2013, 3:03 PM Calculation Mode: Htg. & c1g. Occurrences: 1 Room Length: 2763 ft. System Number: I Room Width: 1.0 ft. Zone Number: I Area: 277.0 sqft. Supply Air: 110 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 2.2 AC/hr Volume: 3,043.0 cu.ft. 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 b/. Actual Winter Infil.: 13 CFM ni, Actual Sumer Infil.: 11' CFM r [D S -Wall-12D-0sw 13.8 X 11 152.1 0.086 5.9 903 1.3 0 203 W -Wall-1 2F-Osw 12.4 X 11 89.1 0.065 4.5 400 0.7 0 65 N -WaII-1 2D-Osw 13,8 X11 152.1 0.086 5.9 903 1.3 0 203 W -Door-New Town Door 2.7 X 6.7 17.8 0.350 24.2 430 7.7 0 137 W -GIs-New Town Window shgc- 30 0.300 20.7 621 33.2 0 995 0.3 O%S Floor-20P-38 I X 136.7 136.7 0.030 2.1 283 0.2 0 25 Subtotals for Structure: 3,540 0 1,628 Inf it.: Win.: 13.0, Sum.: 1 1.1 441 1.825 805 0.363 -241 160 Ductwork: 1,030 371 AED Excursion: 64 People. 200 la e seal er 1 200 230 Room Totals: 5,375 -41 2,452 Y:\ ..\Plan 11 19.rhv Wednesday, November 20, 2013, 3:03 PM YA .APlan 11 19.rhv Wednesday, November 20, 2013, 3:03 PM Y.\ ..APlan 111 .rhv Wednesday, November 20, 2013,3:03 PM Room Length: 8.8 ft. System Number: I Room Width: 51 ft. Zone Number: I Area: 50.0 qft. Supply Air: 26 CFM Ceiling Height:, 8.0, ft. hanges: Supply Air Changes :_ AQ/ r N Volume: 401.0 cu.ft. Req. Vent. C 0 CFM Number cif Registers: 11 Actual Winter Vent, 0 CFM Percent of Supply-.*, 0 % - Actual Summer ,Vent.:, 0 CFM Percent of Supply : Actual Winter lnfil.:,, , 3 CFM ' Actual Summer lnffl;; 3 CFM E -Wall -121= Osw 8.8 X 8 62.6 0.065 4.5 281 0.7 0 46 N - Wall -1201 Osw 5.7 X 8 45.4 0.086 5.9 269 1.3 0 60 E -Gls-N Town Window shgc- 8 0.300 20.7 166 33.1 0 265 00% S UP-Cell-I 613-38 50.1 X 1 50.1 0.026 -- ----- ------ 1.8 90 1.2 0 60 Subtotals for Structure: 806 0 431 Infil.: Win.: 3.4, Sum.: 2.9 116 1.828 212 0.362 -63 42 Ductwork: 241 87 AE D Excursion. 15 - , Room Totals: 1,259 -63 575 Y.\ ..APlan 111 .rhv Wednesday, November 20, 2013,3:03 PM Room Length: 138.2 ft. System dumber: 1 Roam Width: 1.0 ft, Zone Number: 1 Area: 133.3 s.ft. Supply Air: 76 CFI Ceiling sleight: 8.0 ft. Supply, Air Changes: 4.1 A /hr Volume:. 1,106.0 eu.ft. Req. Vent. CE : -0 OFM Number of Registers: 2 Actual Winter Vent.: 01 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0, CF M, Percent of Supply: 0 Actual Winter Infil.: CFA actual Surnmer Infil 4 CFI - µ g S - Wall -i2 -0sw 11.2 X 8 64.4 0.065 4.5 289 0.7 0 47 ¢ S -Wall- 1210 0sw.10.7 X 8 85.4 0.086 5.9 507 1.3 0 114 [ F - GIs -New Town Window shgc- 25 0.300 20.7 518 33.2 0 829 � 0.30%S P - Ceil 1613-38 138 X ; _ _._ .. 138_2 0.026 1.8 _ ... _. m _ 248 _ „1.2 _ ,,.... 165 Subtotals for Structure: 1,562 0 1,155 Infil.: Win.. 5.1, Sum.: 4.4 175 1.826 319 9,361 -96 63 Ductwork: 446 266 A3 Excursion: 46 People: 280 lat/per, 230 en /per: 1 200 230 Room Totals: 2,327 104 1,760 Y:1 ... \Plan 111.rhv Wednesday, November 20, 2013, 3:03 PM Room Length: 5.5 ft. System Number: 1 Room Width: 11.3 ft. Zone Number: 1 Area: 62M s .ft. Supply Air: 32 C `M Ceiling sleight: .0 ft.. Supply Air ' Changes: 3.9 AClhr Volume: 49910 cu.ft. Reel. Vent. Clg: 0 CPM Number of Registers: 1 Actual Winter Vent.: 0 C `M Percent of Supply.: 0 % g Actual Summer Vent:: 0 CFM ! Percent of supply: 0 % Actual Winter lnfil.: CPM Actual Summer InfI 3 CPM g pc# S - Wall•12D -Osw 113 X 6 90:5 0.086 5.9 533 13 0 121 - Wall- I 2PaOsw 5.5 X 3 34 0.065 4.5 152 0.7 0 25 - GIs -New Town Window shgc- 10 0.300 20.7 207 33.2 0 332 0.3 O %S LIP -Cell- 1513-33 52.3 X 1 62.3 0.025 1.3 112 1.2 0 75 Floor -20P -331 X 11.9 11.9 0.030 2.1 25 0.2 0 2 Subtotals for Structure. 1,034 0 555 Inf l.: Win.: 4.0, Sum.. 3.4 135 1.327 246 0.354 -74 49 Ductwork: 303 111 AD Excursion: 19 Room Totals: 1 1,533 -74 734 Y:1 ... \Plan 111.rhv Wednesday, November 20, 2013, 3:03 PM I Calculation Mode: Htg. & clg. 0.086 Occurrences: 9 13 Room Length: 222.8 ft. System Number: 1 4.5 Room Width:. 1.0 ft, Zone Number:. 1 16 Area: 223.0 sq.ft. Supply Air: 98 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.3 AC/hr Volume: 1,783.0 u.ft. 1 . Vent. Clg: 0 CFM 1 Number of Registers: 2 0 Actual Winter Vent.: "0 CFM Percent of Supply,: 0 % UP- Ceol- 16Ba38 222.8 X 1 222,8 0.026 Actuat Summer Vent:, 0 CFM 0 267 20P$38 1 15.2 Floor-20P-38 . . . , . ...... ..... _. ,.......__ _,.... ... ,......_. Percent of Supply: 0 % ' 0.2 0 Actual Winter lnfil.: 5 CFI 1,840 Actual Summer Infil 4 CFM Infil.: Win.. 4.9, Sum.. 4.2 167 S - Wall- 12Q -0sw 8 X 8 64 0.086 5.9 380 13 0 85 W - Wall- 12F -0sw 8.2 X 8 30.4 0.065 4.5 136 0.7 0 22 I N- Wall- I2F -0sw 2 X 8 16 0.065 4.5 72 0.7 0 12 W - Wall- 12F - 0sw 2.7 X 8 21.4 0.065 4,5 96 0.7 0 16 W -tats -New Town Window hg- 35 0.300 20.7 725 33.2 0 1,161 0.3 0%S UP- Ceol- 16Ba38 222.8 X 1 222,8 0.026 1.8 400 1.2 0 267 20P$38 1 15.2 Floor-20P-38 . . . , . ...... ..... _. ,.......__ _,.... ... ,......_. 15.2 . .... .. 0.030 2.1 31 0.2 0 3 Subtotals for Structure. 1,840 0 1,566 Infil.: Win.. 4.9, Sum.. 4.2 167 1.823 304 0.360 -91 60 Ductwork. 508 341 AED Excursion: 58 People: 200 lat�per, 230 senlper: 200 230 Room Totals: 2,652 109 2,255 Y:\ ...\Plan 1119.rhv Wednesday, November 20, 2013, 3:03 FPM Calculation Mode: Htg. & cig. Occurrences: 1 3 Room Length: 113.9 ft. System Number 1 Roan Width: 1.0 ft. Zone dumber: 1 Area: 114.0 sq.ft. Supply Air: 47 CFM Ceiling Height: 8.0 ft, Supply Air Changes: 3,1 AC/hr Volume. 911.0 cu.ft. Req. Vent. CIg: 0 CFM Number of Registers. 1 Actual Winter Vent.: 0 CFM I Runout Alr; 47 CFM Percent of Supply.: Ct % Rtanout Q cf Size: 4 in, Actuat Summer Vent.: 1 CF Runout Air Velocity: 543 ft./min. Percent of Supply: 01% Runout Air Velocity: 543 €tJmin. Actual Winter Infil.: 6 CF Actual toss 0. 241, in wg 11 00 ft. Actual $ S $ ummer Inftl 5 CF y x 3 µ ti.41Y 1 Y 1 l 1 `ii t i Y x, 5 rt i 1 1 4 Y YY Y 1 Y 1 W - Wall- 12F- 0sw.3.7 X 8 23.4 0.065 4.5 105 0.7 0 17 � N - Wall- 12p -0sw 22.3 X 6 178.6 0.086 5.9 1,060 1.3 0 238 W -GIs -New Town Window sh - 6 0.300 20.7 124 33.2 0 199 0 %S P -Ceti 1R 38 113 3 C... _... . W ...a.. 113.9 . _0.026 ........ 1.8 _. ® _204 ........ w ... _. .... _ 0 . _ . ,.. _ 136 Subtotals for Structure. 1,493 0 590 Infil.: Win.: 6.1, Sum.: 5.2 208 1,827 380 0.361 -114 75 Ductwork; 444 122 AED Excursion: 21 11 . _.. _ . Room Totals: 2,317 -114 808 T Y :\ .,. \Plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM 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 111WOre. 601Y.4 I Will N IY Y.\ ...\Plan 1119. rhv Wednesday, November 20, 2013, 3:03 PM Actual: 1.50 100%/0% 18,000 0 18,000 1 Guest Entry 145 7,231 148 8 1,660 -256 92 148 2 Laundry 41 2,553 52 6 - 694 -101 . 39 52 3 Kitchen/Dlning 280 6,295 129 7,7 - 4,219 -289 234 183 4 Ewing 277 -5,375 110 7,7 - 2,452 -41 '136 110 5 PWDR 43 1,873 38 4 - 654 -113 36. 38 6. Bath 2 50 1,259 26 6 575, -63 2 26 7 Bedroom 2 138 2,327 48, 7,7 1,760 104 ' 98 76 8 Master Bath 62 1,583 32 5 734 -74 41 32 9 Master Bedroom 223 2,652 54 7,7 2,255 109 125 98 10 Hall 114 2,317 47 1 1-4 543 808 -114 45 47 Humidification 2,304 Duct Latent -514 System 1 total 1,373 35,769 684 15,811 -1,352 877, 684 System 1 Main Trunk Size: 18x12 in. Velocity: 484 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 111WOre. 601Y.4 I Will N IY Y.\ ...\Plan 1119. rhv Wednesday, November 20, 2013, 3:03 PM Actual: 1.50 100%/0% 18,000 0 18,000 • • •- +• • - •♦ •: s - � - >• • _ 'ter• r r• _ •� 45 Northwest 780 14,065 -1,352 1. 17 90 North 684 12,084 -1,356 1.01 135° Northeast 790 14,228 -1,351 1.19 180' East 851 15,337 -1,352 1.28 1 225 ° Southeast 786 14,163 -1,351 1.18 270 South 688 12,392 - 1,355 1.03 315 Southwest 823 14,833 -1,352 1.24 k YA ... \Plan 1119.rhv Wednesday, November 20, 2013, 3.03 PM Indicates highest CFM of all rotations. 12 t. . - . . ... —'-- Ii] West Northwest North Northeast East Southeast South Southwest Direction Front door Faces YA ... \Plan 11 19.rhv Wednesday, November 20, 2013, 3:03 PM MUM 8arn gam loam 11 am 12 pm I pm 2pm 3pm 4prn 5prn Cm 7pm Time of Day Front door faces West Frontdoortaces Northwest Front door faces North Front door faces Northeast Front door faces East Front door faces Southeast Front door faces South Front door faces Southwest . r1 1 `„ FOR i 8 T ctEry rns t NT k th x> le51mYavrasrresacscwsceraat" xaauAnorte'rwz, ZsA, mvazos,« u. a�vxewsAuizizvecrUanL02vrsere . ,,_......,... ..._._... TRUSS LAYOUTS, AMEW AM APPROVAL OF TF12SLAYDUT MUST SE REST WO WFOW ANYTRUSWS WUL@EOC.t!'LT. 7WSASATRi{SSPRAG@M @F#T4 RAM OM.Y, 7Raae tru tar¢dtt6gtsad aa' ". dac` a th+ha '_ .. f�¢x'trfw w cotta 4Yu5 b YdMp dee&yn at ihW tceffksHm'.arvC tRd twdlAky� dtaiTtree. "✓.nR b 4b4" d-" a4: t8 PaY tat:M CD it+ 4.a"w.IdfUdOftth&pkU tdmft , T6E tro�n4 dt iCg e*OAOa,¢iida #ortwR�wrO�`gsdp�ybraGHap of tho —fAw iRwrt ayxtenm faiAs+reawtt xM+arierca. Thad cignof t#ar terme av Ortr ateveha 4rcAuferg taoatarc fumne., wgAhs,Ored caWa�res }.the .�. eeey ,toUyof bhe Ear9dbnR daaVyOen. ForgearowtP ea�gt�RUra¢G.ap,smewrdt "8roeirrq o4 "xro%.. CD . ........ .........e_ ..... _......,.. wmpd tr e f— she T—Puft S titUft. NA b 'R Drrv� M.,A n, Ua 5wq i . r1 1 `„ FOR i 8 T APPROVED . to Fief N ctEry rns t NT k th x> le51mYavrasrresacscwsceraat" xaauAnorte'rwz, ZsA, mvazos,« u. a�vxewsAuizizvecrUanL02vrsere . ,,_......,... ..._._... TRUSS LAYOUTS, AMEW AM APPROVAL OF TF12SLAYDUT MUST SE REST WO WFOW ANYTRUSWS WUL@EOC.t!'LT. 7WSASATRi{SSPRAG@M @F#T4 RAM OM.Y, 7Raae tru tar¢dtt6gtsad aa' ". dac` a th+ha '_ .. f�¢x'trfw w cotta 4Yu5 b YdMp dee&yn at ihW tceffksHm'.arvC tRd twdlAky� dtaiTtree. "✓.nR b 4b4" d-" a4: t8 PaY tat:M ... .. ... +. it+ 4.a"w.IdfUdOftth&pkU tdmft , T6E tro�n4 dt iCg e*OAOa,¢iida #ortwR�wrO�`gsdp�ybraGHap of tho —fAw iRwrt ayxtenm faiAs+reawtt xM+arierca. Thad cignof t#ar terme av Ortr ateveha 4rcAuferg taoatarc fumne., wgAhs,Ored caWa�res }.the .�. eeey ,toUyof bhe Ear9dbnR daaVyOen. ForgearowtP ea�gt�RUra¢G.ap,smewrdt "8roeirrq o4 "xro%.. . ........ .........e_ ..... _......,.. wmpd tr e f— she T—Puft S titUft. NA b 'R Drrv� M.,A n, Ua 5wq APPROVED . to Fief N DrJ Consulting, LLC 6300 Enterprise Lane Madison, Wisconsin, 53719 zn�■ � 7 112!7"11g, Y-777=r my arrect supervisi based on the parameters provided b .o it South (Longmont). i Pages or sheets covered by this seal: 17009813 thru17009819 My license renewal date for the state of Colorado is October3l.2013, NT 620 !G1 "M ORM RM ------- Y 5 -- ---- ----- LOADING(pso SPACING 2-0-0 1 CSI i DEFL in (too) Ildeft L/d PLATES GRIP TCLL 30.0 1 Plates Increase 1,15 TC 0,29 Vert(LL) -0.00 13 n/r 120 MT20 197/144 TCDL 10,0 Lumber Increase 1,15 13 C 0,09 g Vert(TL) -0,01 14 on 120 BCLL 00 Rep Stress Incr Yes I WB 009 BCDL 10�0 Code IRC20091TP12007 Horz(TL) 0,00 15 We n/a (Matrix) 1-1 ---- I Weight 91 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No,2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except WEBS 2x4 SPF No,2 OTHERS 2x4 SPF No,2 OT CHORD end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing, Except:. 9-2-13 oc bracing: 24-25, F Tilt - recoromend's that - t - Sil abifizers and reclutre cross bracing installed during truss erection, in accordance with Stabilizer REACTIONS All bearings 14-6-0. ------- (lb) - Max Herz 25=329(LC 6) Max Uplift All uplift 100 to or less at joint(s) 25, 16, 17, 18, 19, 20, 21, 22,23 except 15=-124(LC 6), 24=-288(LC 6) MaxGrav All reactions 250 to or less atjoint(s) 15, 16, 17, 18, 19, 20, 21, 22,23,24 except 25=278(LC 6) FORCES (lb) - Max, Comp,/Max, Ton, - All forces 250 (to) or less except when shown. TOP CHORD 13-15=-212/268,2-25=-3581162 BOT CHORD 24-25=-410/148 WEBS 2-24=-1371503 25 24 23 22 21 20 19 18 17 16 15 LOADING(pst) TCLL 30,0 TCDL 10,0 BCLL 0.0 BCDL Mo EM M1 SPACING 2-0-0 CS1 DEFL in (loc) Vdetl Ltd PLATES GRIP Plates Increase 1.15 Tc 0.99 Vert(LL) -0,00 9 n/r 120 MT20 1971144 Lumber Increase 115 BC 0,07 c Vert(TL) -0,01 10 n/r 120 Rep Stress Iner Yes WB 0.03 Horz(TL) 0,00 11 n/a n/a Code IRC2009/TPI2007 (Matrix) Weigft 38 1b FT = 0% FORCES (lb) - Max, Comp./Max, Ten, - AH forces 250 (�b) or less except when shown, TOPCHORD 9-11=.2111276 ru'v'v'wvq,)WAOTUV�,'�VV r uvnrwZUYAN-ZAD4L I rurtgint:mUt<Kv0nWjnzvw0KsQU -3- 1-3-0 o,ii-o t-g? ffi ---- — - - - --------- ------ 9-6-0 1120 am 1Q'� ,•« ••"" r.. yXv.. .. +e.m...,..w.....e.vsre�. �_ ner ivevie�+;rs§y� aYnx Narr�J�S�T �rGl.+V3Gt,dY.t�.: 11 - ..�._..a 4,11-10 - ._.... 4.11 -0 . ,, 4 1D "__. _._.,.., ._._... ..u...._... »✓ ......,.. �.,,}_... .......... � Scale = P t LOADING(psf) SPACING -0-0 # CSI TCLL 30,0 Plates Increase 1.15 TC 0,88 TCDL 10.0 Lumber Increase 1,15 i BC 0.94 BCLE 0.0 Rep Stress Incr Yes WB 0,97 BCDL 10,0 Cade IRC2009/TP12007 (Matrix M) end verticals, BOT CHORD Rigid ceiling directly applied or 2 - - or: bracing. LUMBER 1 Row at midpt 8-14,10-13 TOP CHORD 2x6 SPF 2100E 9,8E *Except" yek recommends that Stabtlizers'and required cross bracing .be T1. 2x4 SPF 2400E 2.0E, T2: 2x4 SPF 1650E 1.5E installed during truss erection in accordance with Stabilizer BOT CHORD 2x4 SPF 1650F 1.5E "Except* l tnstalttionurd ,,_ B1; 2x4 SPF 2400E 2.0E, B3: 2x4 SPF No,2 BS 2x4 SPF No.2 SLICER Left 2x8 OF 1950E 1.7E 3 -0 -0 REACTIONS (lb /size) 13=1806/0-5-8 (min. 0-2-13),2=1765/0-5-8 (min. 0 -1 -15) Max Horz 2= 360(LC 6) Max Up4ft13=- 443(LC 5), 2=- 417(LC 5) t I 19 13EFL in (toe) Weft ltd PLATES GRIP Vert(LL) -03.50 16 >816 240 MT20 197/144 Vert(TL) -1,00 16 -17 ?405 180 MT 0H 1481108 Horz(TL) 0.26 13 n/a n/a Weight 163 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 2 -2 -0 oc puriins, except end verticals, BOT CHORD Rigid ceiling directly applied or 2 - - or: bracing. BS 1 Row at midpt 8-14,10-13 yek recommends that Stabtlizers'and required cross bracing .be installed during truss erection in accordance with Stabilizer l tnstalttionurd ,,_ F TOPCH 7 - 8 = - 53 051122,5 , t BOTCHORD + +:. 8-1 5=-26211410,14-15=-1 t WEBS 4-1 8=-66/4 6- t r .0 2,50f 2' 3x4 H 11 12 20 '" 18 17 16 6x11 it 6x12 MT20H VVB= 3x4:.' 5x10: =; 2x4 t NT_ l 120 IG3G ZMEMMEEM ...... . ... . 1 9 2 .__ -- . -'- --- - .......... -- 4-11 -10 4-11,10 . ....... ------ 4-11-10 4.11-10 6-9.4 1-3-0 3x4 11 Scale =1:59,3 11 12 I I 20 " — 18 a r « 17 4W au 16 3x12 I! 5x12 MT20H WB 3x4 NAILED 5X10 = NAILED 2x6 11 2x4 I NAILED NAILED NAILED NAILED 19-0-0 21-0-0 10-2-12 15-2-6 5-3-2 41SiL4 41 "Aikib - ff - s" 20-2-0 26-11-4 34-0-0 at s LOADING(pst I SPACING 2-0-0 CS1 DEFL in (loc) Ydefl PLATE$ GRIP TOLL 300 , Plates Increase 1,15 0 :9 , 8 , Vert(LL) -0,53 16-17 >761 240 MT20 1971144 TCDL 10'0 Lumber Increase 1.15 0 BC 1 Ved(TL) -1,04 16-17 >389 180 MT20H 1481108 BCLL 0,0 Rep Stress Incr Yes WB 0.96 Horz(TL) 0,25 13 n1a ma BCDL 10.0 Code IRC200g1TP12007 k (Matrix M) Weight: 163 1b FT = 0% LUMBER BRACING TOP CHORD 2x6 SPF 210OF 1.8E *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals, TI: 2x4 SPF 240OF 2.OE, T2: 2x4 SPF 1650F 9.5E BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SPF 240OF ZOE *Except* WEBS I Row at midpt 8-14,10-13 B3: 2x4 SPF No.2, B2: 2x4 SPF 165OF 1.5E WEBS 2x4 SPF No.2 *Except* mf ie Wed 6r - oii - - — in — g - be -- ----- W7: 2x4 SPF 165OF 1,5E installed during truss erection, in accordance with Stabilizer Lfrista SLIDER Left 2x8 DF 195OF 17E 3-0-0 Ia tion guide,_ HEMEMOMM job TTF4ss [Tf6as Type ,FPly NT 3120 lG3U May 22 M.1l apdch Truss 9 1 I it�.ft 6 w 3 p - 2- 1 CG 7 35 0 sSe p t 2012 f an a rang€ roa�uficr; .tom Murphy � _ �._ _. _ p r�ecex tnaustnes, Inc wear g y N- 06HCzVtGabgF'5kxO ?YLU7S,1GM7 LOAD CASE Standard Uniform Loads (plq Vert: 1- 11 = -80„ 11-12=-80,16-21=-20, 13- 15= -20 Concentrated Loads Qb) Vert: 17 = -39(B) 28= -39(8) 27= -39(B) 28 = -39(B) 29= -39(B) 30= -39(B) EMZME� ------- ........ 34-0-0 0-3-8 64-4 8-4-4 S-4A ------ 1-3-0 Scale - 1:57.6 2.5tI152 04 H LOADING (pso SPACING 200 CS1 TCLL 47.0 Plates Increase �'�S TC 0.90 TCDL Lumber Increase 1,15 8C 0 BCLL 0,0 Rep Stress Incr Yes WB 19,83 BCOL 10 0 Code IRC2009frPI2007 (Matrix M) LUMBER TOP CHORD 2x6 SPF 2100F 1.8E Structural wood sheathing directly applied or 2-2-0 be purfins, except BOT CHORD 2x4 SPF 2400F 2.OE *Except* end verticals, 82: 2x4 SPF 165OF 1,5E Rigid ceiling directly applied or 7-3-15 oc bracing. WEBS 2x4 SPF No.2 *Except* I Row at micipt 9-11,6.12 W5: 2x4 SPF 1650F 1.5E 2 Rows at 1/3 pts 8-11 SLIDER Left 2x6 SPF 21 OOF 1,8E 3-0-0 MiTek re coo mends that Stabilizers and required cross bracing be REACTIONS (lb/size) 11= 254310 -5 -8 (min, 0-2912), 2=2403/0-5-8 (min, 0-2-1 Max Horz2=409(LC 8) Max Upliftl 1=-442(LC 5), 2=-4 I 9(LC 5) ww# DEFL in (roc) I/defi Lid PLATES GRIP 1 Ved(LL) - 0.51 -12 >800 240 MT20 1971144 Vert(TL) -1.00 11-12 >408 180 MT20H 1481108 Horz(TL) 0.20 11 n/a n/a 1 Weight 157 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 be purfins, except end verticals, BOT CHORD Rigid ceiling directly applied or 7-3-15 oc bracing. WEBS I Row at micipt 9-11,6.12 2 Rows at 1/3 pts 8-11 MiTek re coo mends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide FORCES (lb) - Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-1 05 1/9, 3-4=-627011040, 4-5=-5741/875, 5-6=-5682,/888, 6-7=-3549/536, 7-8=-33741554, 9-11 =-5781245 BOTCHORD 2-1 S=-I 228/6022,14-1 5=-95414893,13-14=-954/4893, 12-13=-95414893, I 2-21=-561/2662,21-22=-561/2662,11-22=-561/2662 WEBS 4-1 $=-581/278, 6-15=-69/838, 6-12=-1 892/467, 8-12=-1 5411675, 8-11 =-3207/599 32 •. 1E 1OXIO it U4 = 6X I? MT 20H WE= 5x6 = 3x10 MT20H= NT_,1120 JGF.,7 I3pecialT'russ 0-11-0 0-3-8 t -8_g 2.50 (t 2 3 A 20� LOADING(pst) � SPACING 2-0-0 CSI DEFL in (loc) Well Lfd TCLL 30,0 Plates Increase 1.15 TC 0.05 Vert(LL) -0M 5 >999 240 TCDL 10,0 Lumber Increase 1.15 BC 0.02 Vert(TL) -0,00 5 >999 190 BCLL 0.0 ' ? Rep Stress Incr Yes WB 0.00 Horz(TL) -0.00 4 nla nta BCDL 10.0 ! Cade IRC2009fTPI2007 (Matrix -M) PLATES GRIP MT20 1971144 Weight. 7 !b FT = 0% Rigi BRACING TOPCHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticats, BOTCHORD ceiling directly applied or ! # c .r. i - 6 7Fo is - during truss erection i t Installation guide, � f ZX4 H 1I o=' 19 -0.10 ._. ........ PLATES GRIP MT20 1971144 Weight. 7 !b FT = 0% Rigi BRACING TOPCHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticats, BOTCHORD ceiling directly applied or ! # c .r. i - 6 7Fo is - during truss erection i t Installation guide, � f ZX4 H 1I o=' 19 -0.10 1120 1 GE2 I MonGpAeb Truss j6 1 1 0.111-0 0-3-8 2,50ff2 06 3 3x4 LOADING(psl SPACING 2-0-0 1 CSI DEFL in (loc) I/deft Ud TCLL 30.0 Plates Increase 1.15 TO 0.06 Vert(LL) -0,00 5 >999 240 TCDL 10.0 Lumber increase 1.15 B C 001 Vert(TL) -0.00 5 >999 180 BELL 0.0 Rep Stress Incr Yes WB 0�00 Horz(TL) -0,00 7 n/a n/a BCDL 10,0 Code IRC2009/TPt2007 (Matrix-M) LUMBER BRACING TOP CHORD 20 SPF No,2 TOP CHORD BOT CHORD 2x4SPF No. 2 WEBS 2x4 SPF No,2 BOT CHORD OTHERS 2x4 SPF No,2 REACTIONS (Ib/size) 5=195/0-5-8 (min, 0-1-8) (min, 0.1-8) Max Harz 5=46(LC 6) Max UpM5=106(1-C 5),7=-13(LC 6) Weight: 7 lb FT = 0% end verticals, Rigid calling directly applied or 10-0-0 oc bracing. I - installed during truss erection, in accordance with Stabilizer 1IM118 12-6-14 N i vIl fA P'll *Zt . ...... ... N i vIl fA P'll ' ° R-100,5'*,32 CM,Regsj( 146" Transfer GrVe unitmigmin 110 CFM,Reg:14x6 NEWTOWN BUILDERS Main Floor PERRIN'S ROW Plan 1120 Scale: 1/8" = 10" Drawn: Approved: Date Job Number: x. ROOMS TO MAKE UP SUPPLY AIR CFM THAT IS REQUIRED AS SHOWN ON FLOOR PLANS. i Lo ,7",100 CFM, rille *12a i... is preferences. C ontinouS blower operation be •!. "i to equalize temperature NEWTOWN BUILDERS Lower Level PERRIN`S NOW Plan 1120 North Page Size: 8.5x11" Scale. 118" :1'0" Drawn: h w Approved, Date Job Number. WI-14U.1 .41 %,rr1n.MeU.1vxA+ SR-190,7",35 CFM,RegIOX2 NEWTOWN BUILDERS Upper Floor P RIN'S ROW Plan 1120 Him ad Frame In high duct In 5 4 CFM,Reg.lOxA M W ual S, :D New Town Perrin's Raw Plan 11 EQUIPMENT: NUMDerOTaCTWe TrUnKS' if Numbe of active rout. Fatal ninout outlet l 938 Main trunk Irftow t Largest trunk diameter. 16 SMT- L st raaout diameter meter: - Smalles trunk dia meter: 15.2 T Smallest runout diameter 4 SR-2t Furnace Heat Rise Used 58 degrees on Program Furnace Blower data dam\ dam\ dam? SEEM PERFORMANCE DATA »out COIL STAXIC PRESSURE DROP : . * : lv: Aild R-22 UtFX16 DETAILED COOLING CAPACITIES# CONTINUED �^ �� °� Building Name: New Town Builders Rating Or g.: 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 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: 1120 End Perrins Row.bIg Rating Date: 01/10/14 Buildino Information: Conditioned Area (so ft): 1633 Conditioned Volume (cubic ft): 17330 Insulated Shell Area (sq ft): 4388 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path, At times the energy features listed below will change in the field from what has been Input in the analysis. EnergyLogic, Inc's 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 G1 (666 s,f,) R-25.0 continuous insulation, R-13.0 cavity insulation, . I . Comments/Location 2. Attic: R30 Blow Open GI (73 0) R -17.0 continuous insulation, R -13.0 cavity insulation, Name: Flat edge Insulation Grade: I it [it Face I 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 M 1. Wall: x6 16oc BF/R23 G1 (616 sfl, 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 0.), Between cond and another con d unit (adiabatic) R-0.0 continuous insulation, R -13,0 cavity Insulation. Name: Left 2x4 common Insulation Grade: I it III Face I Inset Comments/Location 1 Wall: x6 16oc BFIR23 GI (440 s,f,), Between conditioned space and ambient R-0.0 continuous Insulation, R-23.0 cavity insulation. Name: Back 2x6 Insulation Grade: I it III 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: I it III Face I Inset Comments/Location 5, Wall: A 16oc BF/R23 G1 (176 s.f.), Between conditioned space and garage R-0,0 continuous insulation, R-23.0 cavity insulation, Name: Garage 2x6 Insulation Grade: I it fit Face/Inset Comments/Location, Windows and Skylights: Window: Low E 30130 (139 s.f,, South), U-Value: 0.300, SHGC: OMO For windows without labeled U- factors, describe features: Name: Front 2x6 Orientation: South Comments/Location 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 I M ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 3 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/Location 2 MEMSM Comments/Location pligiglill 1 0011 : : ; i, ;I IL Comments/Location 1, Floor: F-Glass 1 o 12" G1 (469 s.f.), Between conditioned space and garage R-0,0 continuous insulation, R-50.4 cavity insulation. Name Garage Insulation Grade: I It III Face/Inset Comments/Location 2, Floor: F-Glass 16oc 12" GI (57 s,f), Between conditioned space and ambient conditions R-0.0 continuous insulation, R-50A cavity insulation, Name: Cant Insulation Grade: I it [it Face/Inset Comments/Location G 717#11 1 Stab: RIO-SIOWRIO-Plft"Gl (213 s,f) R-10.0 perimeter insulation, R-10.0 under slab insulation. Name: Slab Insulation Grade: 1 11 111 Face / Inset Comments/Location 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. ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 4 1, Joist Ambient (92 s,f.), Between conditioned space and ambient R-0.0 continuous insulation, R-19,0 cavity insulation. Name:Ambient Insulation Grade: f it IN Face/inset Comments/Location 2, Joist: Party (46 sfl, Between coed and another coed unit (adiabatic) R-0.0 continuous insulation, R -1 cavity insulation, Name: Party Insulation Grade: I it III Face / Inset Comments/Location i i I ! i ! 1! !1! 1 1 1 1 1 1 ! 1 1 1 ill I I i ill I 0 mmwmmaw "� Make and Model Number', § 1111MIN! w w w ill Make and Model Number: ill 111 Ill! ! !!!I liffill 111MMI ! iEi w. 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 c1m, 24.0 hirs/day, 15,0 wafts, System description(ril W33� w� Slower Door Test at Final House is air-sealed so as to achieve 3,00 ACHSO or less at final blower door test. (Max CFM50 is: 867) Visual inspection at rough for mandatory code air barrier and insulation features, INFILTRATION REQUIREMENTS FOR Ill This information does not constitute any warranty of energy cost or savings, 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado, ENERGY CODE INSPECTION CHECKLIST Duct Leakage and Insulation: Duct System I Leakage to Outside and Total Duct Leakage Duct System I Leakage to Outside is specified in REM/Rate at 1.000 IPM @ 25 Pascals Duct System I Total Duct Leakage is specified in REM/Rate at I WO CFM @ 25 Pascals V� DUCT LEAKAGE CODE REQUIREMENTS FOR IECC r - --- - ------- — ----- 2009 IECC Postconstruction Leakage Test Duct Leakage to Outdoors 8 CFM25 100 sq ft CF& RrA&M REM/Rate - Residential Energy Analysis and Rating Software 04.3 This information does not constitute any warranty of energy cost • savings, 0 1985-2013 Architectural Energy Corporation, BouWer, Colorado. ENERGY STAR VERSION 3 HOME REPORT Date: January 10, 2014 Rating No.: Simulated Performance Analysis Property: 1120 End Perrms Row Rating Org,: EnergyLogic, Inc Wheatridge, CO 80033 Raters Name: Peter Oberhammer Builder's Name: New Town Builders Rater's ID 9189857 Building Name: New Town Builders Rating Date: 01110114 HERS Index of Reference Design Home 72 66 HERS Index w/o PV HERS Index Target (SAF Adjusted) 72 66 HERS Index Size Adjustment Factor: 1.00 HERS index w10 PV <= HER Ind" of Reference Design Home AND HERS Index — HERS Index Target to comply. This home MEETS OR EXCEEDS the energy efficiency requirements for designation as an EPA ENERGY STAR Version 3 Qualified Home. REM/Rate - Residential Energy Analysis and Rating Software 04.3 This information does not constitute any warranty of energy cost or savings, C 1985-2013 Architectural Energy Corporation, Boulder, Colorado, ENERGY STAR VERSION 3 HOME REPORT New Town Builders Page 2 Type of Emissions Sulfur Dioxide (S02) - lbs/yr Nitrogen Oxides (NOx) - lbs/yr Energy Cost Savings ($/year) Reduction Heating" $273 31 Cooling: $85 3A Water Heating: $11 8A Lights &Appliances: $88 - ....... . ...... To ta 1: --------- $457 MILO V 0 M E-NOW I W NOW MW 61 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado, 4 ENERGY STAR VERSION 3 HOME VERIFICATION SUMMARY Date: January 10, 2014 Rating No.: Simulated Performance Analysis Property: 11 20 End Perrins Row Rating Org,: EnergyLogic, Inc Ceiling Fan (cfm/Watt): Wheatridge, CO 80033 Raters Name: Peter Oberhammer Builder's Name: New Town Builders Raters ID: 9189857 Building Name: New Town Builders Rating Date', 01110114 Num��� =7 Fuel-fired air distribution, 55.0 kBtuh, 92.1 AFUE, Air conditioner, 30.0 kBtuh, 13,0 SEER, Conventional, Gas, 0,62 EF Heat- Cool -Yes Exhaust Only: 46 cftn, 15.0 wafts, Percent Interior Lighting: 90.00 Percent Garage Lighting: 0.00 Refrigerator (kWh/yr): 775:00 Dishwasher Energy Factor: 0.60 Ceiling Fan (cfm/Watt): 0,00 Clothes Dryer Fuel: Clothes Dryer EF: Clothes Washer LER: paad�y- Range/Oven Fuel: 11 0 REM/Rate - Residential Energy Analysis and Rating Software 04.3 This information does not constitute any warranty of energy cost or savings 0 1985-2013Archftectural Energy Corporation, Boulder, Colorado, ENERGY STAR VERSION 3 HOME VERIFICATION SUMMARY Note: ere feature level varies in home, the dominant value is shown. g �,,.. This home MEETS OR EXCEEDS the EPXs requirements for an ENERGY STAR Home. HERS Index w1b PV — HERS Index of Reference Design Home AND HERS Index — HERS Index Target to comply, REM/Rate - Residential Energy Analysis and Rating Software v94.3 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 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 Photovoltaics: -0 Weather Site: Denver, CO Rating Type: Based On Plans File Name: 1120 End Perrin s Row.b1g Rating Date: 01/10114 zmmmza�� - 1. - i - Is= 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: 443 — ----- . ......... 361 Cooling: 93 102 Water Heating: 184 184 --- - ---------- -- - ------------ .__.._,__ ------- - - ------ ------- SubTotal - Used to Determine Compliance: ,_u...--.. -,._ .. ......... . . ...... ___,____ ........... 720 ...... 647 Lights & Appliances'. 678 672 Photovoltaics: -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): 0.480 0.300 Home Infiltration (Section 402,4,2): PASSES Duct Leakage (Section 403,2.2): PASSES - 1. - i - Is= 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 - - - ------------ --- 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 Org,: EnergyLogic, Inc Owner's Name: New Town Homeowner Phone No,: 970.532.3220 1,800,315.0459 Property: 11 20 End Perrins Row Raters Name: Peter Oberhammer Address: Wheatridge, CO 80033 Rater's No.: 9189857 Builders Name: New Town Builders Photovoltaics: -0 Weather Site: Denver, CO Rating Type. Based On Plans File Name: 11 20 End Perrins Row.blg Rating Date: 01110/14 mmmm@�� e based on a climate zone of 5B, M= Design energy cost is based on the following systems: Heating: Fuel-fired air distribution, 55,0 kBtuh, 92,1 AFUE. Cooling onditioner, 30,0 kBtuh, 13,0 SEER, Water Heating onventional, Gas, 0,62 EF This information does not constitute any warranty of energy cost or s avings . 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado, 2012 CC As Designed Heating: 347 361 Cooling: 117 112 Water Heating: 184 184 ------------ Su Total - Used to Determine Compliance: ---- ----- ---- _.._.. .. ...._ ....... 648 ........._ -.,..----- - 657 Lights &Appliances: 678 672 Photovoltaics: -0 -0 Service Charge: 0 0 Total: - - -------- ---------- ---- 1326 1329 . ...... . ... Wridow U-Factor Check (Section 402.5) Window U-Factor (Design must be equal or lower): 0480 0.300 Home Infiltration (Section 402.4.1,2): PASSES Duct Leakage (Section 403.2.2): PASSES Mechanical Ventilation (Section 403.5): PASSES e based on a climate zone of 5B, M= Design energy cost is based on the following systems: Heating: Fuel-fired air distribution, 55,0 kBtuh, 92,1 AFUE. Cooling onditioner, 30,0 kBtuh, 13,0 SEER, Water Heating onventional, Gas, 0,62 EF This information does not constitute any warranty of energy cost or s avings . 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado, ANNUAL COMPLIANCE VVindow-to-Floor Ratio: y • REM/Rate - Residential Energy A nalysis and Rating Software g V ONE CL tU tat Q33 v 'V -0 0 0 0 c s m 't , to m c 0 Cr 0 to co t-- It o vil E .0 6 6q to 6r* "s co gggg E 10 g U o o .0 3: cq 9 eq to 2 0 CO 0) cv co 0 Cc? co 1:z p x Via' a -j 11 (D ID IV mg 0 to Lu w Lu 0 CL 0 z S . fw c c L cU o o o 1, eta s o v, m U- z D as Z ' C " 12 C ggg""'gg M ID Z 2) - x U? UJ R L C uj w CL -2 I C _lD CL 0 > CV ev CN 05 to 0 �e 0 0 0 x CL U- Z CL w 0 LL! • Ui LU uj 0) m C) Z C 6 • uj S 0 0 :s CU W 0 Nt 0 • 0 = u ,.t5cwuzc • 8 > • • x 4) 'S �Se — 0 m m 0 0 4) c w E t Q t 0 Ui 4-- CD M E tq E cn 2 0- e`s OR Elm 0 t 1P 1. 79 0 ol 0 CD L C , CJ uj I to Lu 0 6 To A " D IN 0 0 w CC . Fn I I CL uj a 0 1 it F- V) 0 CL 0 � I �� Ig 0 0 0 7 2�1 M, > C5 SN � 0 Lo c i 2 .. .. ... . 0 : 0 1 LU U- al g, V, I 01, IN t LU itE 7� its C 11,1 - 0 Lu I �6 4 Z c �c 0 11 C> a -8 CD C) es Z M 0) 0 t2 Qt 0 CV < < < g cr z z w z 0 R : U. Z >, LU E tts - 7Q Q ro U-1 11 'E Q) to� 0 —4) f! = co - Cat C C iD 0 C� 1 Ems; o. 0 U� 117 a C7 .0 a. uj x Gt 0 Igl Ix LL! • Ui LU uj 0) m C) Z C 6 • uj S 0 0 :s CU W 0 Nt 0 • 0 = u ,.t5cwuzc • 8 > • • x 4) 'S �Se — 0 m m 0 0 4) c w E t Q t 0 Ui 4-- CD M E tq E cn 2 0- e`s OR t 1P 1. 79 0 CL 0 CD L C , CJ Lu 0 6 To 0 0 CV > . 4 > o Qt m w CC . Fn I I CL E to -9 o 0 CL 0 � I �� Ig 0 0 0 7 2�1 > 0 c o E 08 l LU E C, al g, V, I IN t LU itE 7� its C 11,1 - 0 0 uj u I �6 4 Z c �c 0 11 C> a -8 CD C) M 0) 0 m Qt 0 CV < < < g cr z z w z 0 R : U. Z >, LU uj tts - 7Q Q ro U-1 11 'E —4) f! = co - Cat C C iD 0 C� 0 U� .0 a. Total Sensible Gain: Total Latent Gain a . Square ft. Per Ton: r 0.527 f 1,159 194 % 4 % 1.47 Tons (Based Can 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 data at y our design conditio Y :\ ... \Plan 1120 End Unit.rhv Wednesday, November 24, 2413, 3:14 PIVI Designed By: Bob Guenther Reference City: Project Date: Wednesday, October 19, 2011 � 1 Client Naive: Newtown Builders Front door faces West Company Name: Smith .Arid Willis Heating And Air LLC Daily Temperature Range: Company Representative: Bob Guenther Company Address: 12344 Mead Way 39 Degrees Company City: Littleton, CO. 84125 .Elevation: Company Phone: (343)614.4487 ext 142. � Company E -Mail Address: bo smithandwillis.com , 4:819 Total Sensible Gain: Total Latent Gain a . Square ft. Per Ton: r 0.527 f 1,159 194 % 4 % 1.47 Tons (Based Can 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 data at y our design conditio Y :\ ... \Plan 1120 End Unit.rhv Wednesday, November 24, 2413, 3:14 PIVI T otal Building Supp CFM: 825 Reference City: „ Wheatridge, Colorado Vo lume (W) of Cond. Sp 1 Building Orientation: Front door faces West Daily Temperature Range: High Latitude: 39 Degrees .Elevation: 5418 ft. Altitude Factor: 4:819 Outdoor Outdoor Outdoor Indoor Indoor Grains Pry Bulb 1Ale B 1 R l.l„ sum Del. um Dr Bulb Differeri W inter: 1 01.19 84 50% 70 61.95 ° Summer: 91 59 1 50% 75 -39 Total Sensible Gain: Total Latent Gain a . Square ft. Per Ton: r 0.527 f 1,159 194 % 4 % 1.47 Tons (Based Can 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 data at y our design conditio Y :\ ... \Plan 1120 End Unit.rhv Wednesday, November 24, 2413, 3:14 PIVI T otal Building Supp CFM: 825 Square ft. of Room Ar „ Vo lume (W) of Cond. Sp 1 Total Sensible Gain: Total Latent Gain a . Square ft. Per Ton: r 0.527 f 1,159 194 % 4 % 1.47 Tons (Based Can 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 data at y our design conditio Y :\ ... \Plan 1120 End Unit.rhv Wednesday, November 24, 2413, 3:14 PIVI Winter Summer Infiltration Specified: 0.302 AC /hr 0.250 AC/ hr 75 CFM 62 C FM E Winter: 1 0.19 80 0% 70 61.45 AC /hr Summer: 91 59 15% 50 % 75 39.07 Cu.ft. gg� a $ AU 5,072 Gu.ft. /hr 4,395 Cu.ft. /hr X 9.0167 X 0.0167 Calculate: Yes Yes 85 CFM 73 Use Schedule: Yes Yes 0 CFM 0 Roughness Factor: 0.00300 0.01000 Pressure reap. 0.1000 in.wg. /100 ft. 0.1000 in.wg. /VI09 ft Minimum Veloc 659 ft./min 450 ft. /min Maximum Velocity: 900 ft. /ruin 759 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Winter Summer Infiltration Specified: 0.302 AC /hr 0.250 AC/ hr 75 CFM 62 C FM Y:1 ...\Plan 1120 End Unit,rhv Wednesday, November 20, 2013, 3:14 PM 1 Return Garage Open Crawl - 0.24 8 78.6 Yes Infiltration Actual: 0.341 AC /hr 0.295 AC /hr Above Grade Volume: X 14 661 Cu,ft. X 14 861 Cu.ft. 5,072 Gu.ft. /hr 4,395 Cu.ft. /hr X 9.0167 X 0.0167 Total Building Infiltration: 85 CFM 73 CFM Total Building Ventilation: 0 CFM 0 CFM Y:1 ...\Plan 1120 End Unit,rhv Wednesday, November 20, 2013, 3:14 PM 1 Return Garage Open Crawl - 0.24 8 78.6 Yes YA ..APlan 1120 End Unitrhv Wednesday, November 20, 2013, 3:14 PM Scope Net€ ft ,2 Ton � /To6 Area' Sen� Gain' Lat� Gain' Net Gain San' Loss� Sys Htg�� Syss lg,� S Ys, Act Duct �u SizIe CFM ' C M C M F g�. Buildng 1.47 1,159 1,564 1 ,606 -1 ,413 1 7,606 40,364 772 825 825 system 1 1,47 1,159 1,564 17 -1,413 17,606 40,364 772 825 825 .,, 1$x12 Duct Latent -418 0 Humidification 455,0 Zone 1 1,55(54 17,606, -qq5 17 37814 772 82 825 11;x15 1-bue'st tntni 155 - 1,721 -291 1,721 7 81 167 8 2-Laundry 5 829 -91 829 2,535 52 39 52 5 3-Pw&, 39 556 .79, :556 1 562 32 26 32 5 4-Kitcheh/Dining, 362 4,691 346 4,691 7;676 157 220' 220 8 5 -L �rsng 252 3,089 -284 3,089 6,065 124 J45 145 7 6- Ld 3 213 1,994 38 2,032 "3,746 '76 ,93 93 7,7 7-Bedroom 2 148 1,638 84 1 2 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 -83 502 1 35 28 35 7 Sum of room airflows may be greater than system airflow because s stem room airflow o son us the neater of heatrn or coolsn YA ..APlan 1120 End Unitrhv Wednesday, November 20, 2013, 3:14 PM System is on NE, SE, SW, NW rosette. Peak load exceeds 12-hour average load by 43.3%. df- - - - - - - - - - - - - - . . . . . . . . . NOW Lull Wednesday, November 20, 20 13, 3:14 PM "-Duct Name: ST-290, Feeds Into Kitche Effective Length. 0.5 --Duct Name: ST-190, Feeds Into: Kitchen/Dining, Effective Length: 1.0 Trunk 0.0003 15.2 1 48 < 0.000 15.2 Up: ST-280 55. 20 0.003 0.000 20 Rect 0.5 '10 0.0'. 0.000 10 Presize 205 2.5 0.336 0.464 5 --Duct Name: $T�280, Feeds Into- Kitchon/Din Effective Length:' 4.8 -Duct Name: ST-260, Feeds Into: Kitchen/Dining, Effective Length: 2.8 399 Trunk Trunk 0.0003 15.2 199 0.000 Up: ST-190 Up: ST-220 55 20 0.005 '0.000 Rect Rect 4.8, 10 0.0 0.000 Presize Presize 277 24.2 0.336 0.464 Wednesday, November 20, 2013, 3:14 PM r J -Duct Name: ST-270, Feeds Into: Kitchen/Dining, Effective Length: 0.7 Trunk 0.0003 15.2 306 0.000 Up: ST-230 55 20 0.011 0.000 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 Up: ST-320 55 20 0.027 Rect 1.0 10 0.0 Presize 706 5 0.337 -Duct Name: ST-260, Feeds Into: Kitchen/Dining, Effective Length: 2.8 399 Trunk 0.0003 15.2 456 Up: ST-190 55 20 0.022 Rect 2.8 10 0.0 Presize 633 14.2 0,337 --- Duct Name: ST-250, Feeds Into: Kitchen/Dining, Effective Length: 1.0 Trunk 0.0003 15.2 402 0.000 Up: ST-260 55 20 0.018 0.000 Rect 1.0 10 0.0 0.000 Presize 558 5 0.337 0.463 --Duct Name: ST-240, Feeds Into: KitchenlDining, Effective Length: 2.2 Rect 0.7 Trunk 0.0003 152 399 0.000 Up: ST-250 55 20 0.017 0.000 Rect 2.2 10 0.0 0.000 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 0.000 Rect 0.7 10 0.0 0.000 Presize 497 3.3 0.336 0.464 YA ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM r J Y.\...\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM -Duct Name: ST-220, Feeds Into: Kitchen/Dining, Eff ective Length: 0.5 Trunk 0M03 152 279 6.000 Up: ST-270 55 20: 0M 0.000 Re 6i 0.5 M 0.0 0.000- PreSize 387 2.5 0.336 -Duct Narne* ST-210, Feeds Into: Kit /Dining, Effective Lengih: 0.5 Trunk 0.0003 15.2 107 0.000 Up: ST-290 55 20 0.002 0.000 Rect OZ 10 0.0 0.000 Presize 148 2.5 0.336 0.464 -Duct Name: ST-200, Feeds Into: Kitchen/Dining, Eff ective Length: 0.5, Trunk 0.0003 152 79 0.000 Up: T -210 55 20 0.001 OMO 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 0.004 Up: ST-190 128 3,9 OMI 0.009 Rnd 18.0 5.5 44.2 0.013 Presize 32 23.6 0.324 0.476 -- -Duct Name: SR -160, Supplies: Living, Fittings: 2-1, 4-AD, Effective Length: 70.9 Runout 0M03 7 269 0M3 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 0,478 -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 0.479 --Duct Name: SR -180, Supplies: Kitchen/Dining, Fittings: 2-1, 4-AD, Effective Length: 83.5 Runout 0.0003 8 315 0.002 Up: ST-220 55 6.2 0.021 0.016 Rnd 1 OA 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 OMO Up: ST-200 55 5.4 0.041 OMI Rnd 0.0 7.7 51.2 0.021 Presize 110 0 0.315 OA85 Y.\...\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM � O so M Na , --Duct Name* ST-180, Effective Length: 6.3 Trunk 0.0003 - Duct Name: SIVIT-100, Feeds Into: Guest Entry, Fitting: 1-1-11, Effective Length: I , 28.1 525 0.002 Up: ST -310 55 Trunk 0.0003 16, 551 OMO 12 0.0 Up: Fan 55 18, 0.04 0.036 0.462 --Duct Name: ST-320, Effective Length: 0.6 Rect 0;5 12 197.6 0.344 16 471 Presize 826, 2.5 0.341 0.459 0.000 Rect 0,5 -- Duet Name: ST•110, Feeds Into: Guest Entry, Eff ective Length: 0.2 0.000 Presize 706 2.5 0.338 Trunk 0.0003 16 551 0.000 Up: SIFT - 100 55 18 0.028 0.000 Rect 0,2 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 0.0003 8 478 0.007 Up: ST-180 128 6.2 0.041 OMI Rnd 16.0 83 74.9 0.037 Presize 167 33.5 0.301 0.499 -Duct Name: SR-230, Supplies: Laundry, Fittings: 2-1,4-AD, Effective Length: 49.1 Runout 0.0003 5 381 0.005 Up: ST -170 128 3.9 0,049 0.019 Find 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 -110 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 0.002 Up: ST -310 55 18 0M6 0.000 Rect 6.3 12 0.0 0.002 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 -17'0 55 18 0.026 0.000 Rect 4.8 12 0.0 0.001 Presize 787 23.8 0.340 0,461 --Duct Name: ST-320, Effective Length: 0.6 Trunk 0.0003 16 471 0,000 Up: ST-180 55 18 0.021 0.000 Rect 0,5 12 0,0 0.000 Presize 706 2.5 0.338 0.462 YA ..APlan 1121 End Unit.rhv Wednesday, November 20, 2013, 3:1 zMa --Duct Name: SR-210, Supplies. Bath, Fittings: 2-1, 4-11, Effective Length: 23.5 -Duct Name: SR-120, Supplies: Loft/ Bedroom 3, Fittings: 2-1,4-G, 8-A2, 8-A2, Eff ective Length: 96.4 Runout 0«0003 4 46 Runout 0.0003 Runout 0.0003 7 176, 6.002 5.4 0.005 U. ST-190 55 5.4 0.009. 0,007 0.003 38 Rnd 19.3 7.7 771 0.00911 Runout 0.0003 Presize '47 35.4 0,329 0.471 5.4 0.009 -Duct Name- SR-130, Supplies: Bedroom 2, Fittlpgs: 2-1,4-G, Effective Length: 64.8 Rnd 15.7 7.7 Runout 0.0003 7 142 0.001" 0.330 0.470 Up: ST -210 55 5.4 0.006 0.003 Rnd 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-i , 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-210, Supplies. Bath, Fittings: 2-1, 4-11, Effective Length: 23.5 --Duct Name: SR-1 90, Supplies: Master Bath, Fittings: 2-1, 4-H, Effective Length: 70.5 Runout 0«0003 4 46 Runout 0.0003 7 131 0.001 Presize 4 6.3 Up: ST-260 128 5.4 0.005 0.003 57 Rnd 15.5 7.7 55.0 0.003 38 Presize 35 28.4 0.333 0.467 --Duct Name: SR-210, Supplies. Bath, Fittings: 2-1, 4-11, Effective Length: 23.5 - Runout 0«0003 4 46 Up: ST-250 55 3.1 0.002 Rnd 6.0 4.4 17.5 Presize 4 6.3 0336 Runout 0.0003 7 213 Up: ST-240 55 5.4 0,013 Rnd 17.3 7.7 66.8 Presize 57 31,6 0.326 to --- 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 63.7 0.007 Presize 47 28.7 0.330 0.470 Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes: inch, Airflow. CFIJI, Velocity: ft./min, Temperature: YA .. \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Number of active runout: 1 Total runout outlet airflow: 988 Main trunk airflow: 826 Largest trunk diameter: 16 SMT -199 Largest runout diameter: 8 SR -180 Smallest trunk diameter: 15..2 ST -2901 Smallest runout diameter. 4 SR -21 tJ Y.\...\Plan 1120 End Unitrhv Wednesday, November 20, 2013, 3:14 PM Supply fan external static pressure: 9.800 Supply fan device pressure losses: 0.308 Supply fan static pressure available: 6.492 Runout maximum cumulative static pressure loss: 9.499 SR.20 I Return loss added to supply: 9.115 Total effective length of return ( ft..): 556.9 High Total effective length of Supply ( ft.): 282.4 SR -220 Overall total effective length ( ft.): 566.4 High to SR -220 1 Design overall friction rate per 100 ft.: 0.084 (Available SP x 100 / TEL) System duct surface area (No Scenario): 91.8 System duct surface area (Scenario 1): 414.8 Garage (Linked to duct load) Total system duct surface area: 596.6 Y.\...\Plan 1120 End Unitrhv Wednesday, November 20, 2013, 3:14 PM jr 1111 -- - Duct Name: RT-I 10, Feeds From: Guest Entry, Effective Length: 1.8 -Duct Name: RT-180, Effective Length: 3.3 Trunk 0.0003 152 675 - » Duct Name: RT-170, Feeds From: Kitchen/Dining, Eff ective Lengft Up: RMT-1 00 75 20 Trunk 0,0003 16 Trunk 0,0003 12 388 0.000 Presize 938 9.2 Up' RT-140 5 12 "0.020 0,000 0.000 Rect 2.0 10 0.0 0.000 12 Presizia 3 3 7.3 -0.032 0,197 374 -'Duct Name: AT-140, Feeds From: Kitchen/ fining, Eff ective Length: 7'.0 16,7 -0.035 0.110 Trunk 0.0003 12 388 0.001 Fittings: 5-HI, 5-N, Up: RT-190 75 12 0.020 0.000 -0.019 Rect 7.0 10 0.0 0.001 OMO Presize 323 25.7 -0.033 0.107 20 -buct Name: Low, Returns From: Kitchen/Dining, Fittings: 6-B, 6-H, Effective Length: $4.0 0.074 Runout 0.0003 15.2 371 0.000 171.3 Up: RT-190 75 20 0:015 0.012 Presize 938 Rect 0.2 10 83.8 0.012 Presize 515 0.9 -0.022 0.012 -- - Duct Name: RT-I 10, Feeds From: Guest Entry, Effective Length: 1.8 -Duct Name: RT-180, Effective Length: 3.3 Trunk 0.0003 152 675 0.001 Up: RMT-1 00 75 20 Trunk 0,0003 16 625 0.001 4M1 Presize 938 9.2 Up: RT-120 75 18 0.034 0.000 383 -0.037 Rect 3.3 12 0.0 0.001 7 374 Presiz 938 16,7 -0.035 0.110 0.013 Rnd 10.4 -Duct Name: RMT-100, Feeds From: Guest Entry, Fittings: 5-HI, 5-N, Effective Length: 171.7 Presize 100 19.1 -0.019 Trunk 0.0003 15.2 675 OMO Up: Fan 75 20 0.043 0.074 Wednesday, November 20, 2013, 3:14 PM Rect 0.3 10 171.3 0.075 Presize 938 1.7 -0.040 0.115 -- - Duct Name: RT-I 10, Feeds From: Guest Entry, Effective Length: 1.8 Trunk 0.0003 152 675 0.001 Up: RMT-1 00 75 20 0.043 0.000 Rect 1.8 10 0.0 4M1 Presize 938 9.2 -0.039 0.114 --Duct Name: RT-120, Effective Length: 7.7 Trunk 0.0003 16 625 0.003 Up: RT-I 10 75 18 0.034 0.000 Rect 7.7 12 0.0 0.003 Presize 938 383 -0.037 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 -0.019 0.017 YA ... \Plan 1120 End Unitrhv Wednesday, November 20, 2013, 3:14 PM UTIMUR1,1111IM-11 �* F.- Largest trunk diameter: 16 RT- 180 Largest runout diameter: 15.2 --Duct Name: RT-1 Eff Length: A. Smallest trunk diameter: 12 RT-I 70 Smallest runout diameter: 7 Trunk 0.0003 16 559 High Return loss added to supply: 0.115 Up: RT-1 80 75 18 0.028 0.000, Refit 4.2 12 0.0 0 Presize 838 20.8 -0.034 0.109 —Duct Name: RT1 6, Feads,from: Master Bedroom, Effective Length: 0.7 Trunk 0.0003 12.9 332 '0.000 Up: T -1 70 75 14 0.014 0.000 Rect 0.7 10 0.0 0.000 Presize 323 2.7 -0.032 0.107 --Duct Name: High, Returns From Master Bedroom, Fittings: 6-8, 8-B3C, 6-H, Effective Length: 157.6 Runout 0.0003 12 388 0.000 Up: RT- 150 75 12 0.020 0.032 Rect 0.5 10 157.1 0,032 Presize 323 1.8 0.000 0.032 UTIMUR1,1111IM-11 �* F.- Largest trunk diameter: 16 RT- 180 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 YA ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 P's at your design conditions. is YA ... \Plan 1120 End Unit rhv Wednesday, November 20, 2013, 3:14 PM Square ft. of Room Area: I s ME Total Sensible Gain: Total Latent Gain: I 40,364 New Town Door: Door-R=2.85 41.8 1,010 0 322 322 Btuh 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 -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-Slab on grade, Vertical beard insulation 67 2,224 0 0 0 covers slab edge and extends straight down to 3' below grade, the covering, -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 ght ng: 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 Square ft. of Room Area: I s ME Total Sensible Gain: Total Latent Gain: I 40,364 Btuh 40.364 17,606 Btuh 100 -1,413 Btuh 0 17,•06 Btuh 1.47 Tons (Based On Sensible + Latent) Rhvac is an ACCA approved - tTlanual J and 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. at your design conditions. Y*.\ ..\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3,14 PM 9M EMEMM so= 99 1120 End Unit.rhv Wednesday, November 21 , 20 13, 3:14 PM I New Town Door: Door-R=2.85 41 .8 1,010 0 322 322 -1,413 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-0sw: Wall-Frame, R - insulation in 2 x 4 stud 863.6 5,1 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 Wails d an Partition Ceilings), Vented Attic, No' RadiAnfbarrier, Dark Asphalt Shingles or Dark Metal,, Tar and Gravel or Membrane, -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 - 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 System I System I Load Totals: 40,364 -1,413 17,606 16,193 Square ft. of Room Area: 1,564 Volume (W) of Cond. Space: 14,881 "M im W Total Sensible Gain: Total Latent Gain: 40,364 Btuh 40-364 17,60• Btuh 100 -1,413 Btuh 0 17,606 Btuh 1,47 Tons (Based On Sensible + Latent) Rhvac is an ACCA approved Manual J and iTanual 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. at your design conditions. Y 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14-�WT Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Cooling System Type: Standard Air Conditioner Outdoor Model: CAI 3NA024"" Indoor Model: CNPV*3017A**+TDR Tradename: 13 SEER PURON AC Outdoor Manufacturer: CARRIER AIR CONC4TIONING AMR! Reference, No.: 454083;,� Nominal Capacity: Efficiency: 13 SEER Heating System - Type: Natural Gas Furnace Model: 59SC2B060S17-16 Tradename: Carder Manufacturer: CARRIER CORPORATION Description- Natural Gas or Propane Furnace Capacity: Efficiency: 92.1 AFUE Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM I Calculation Mode: Htg. & clg. Oc currences: 1 ? 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 Tight: 10.0 ft. Supply Air Changes :, 6. ,AC/hr Volume: 1,547.0 cu.ft. Re. Vent. Clg: 0 CFI Number of Registers: 1 Actual "Minter Vent.:: 0 CFM Percent of Supply.: 0 % Actual ; Summer Vent; 0 CFM Percent of Supply:, 0 % Actin Winter:lnfil,: 16 CF Actual Summer Infil.: 13 CFM ,T. , t� � ... �F } 3�"t ,Fl 1 t \ ti r`. 1 a'r�l dt' 1 .. h i u\ t 'y`tF t t , � 1 J \ 1 . , ✓'RR i \kY.'i �� :: � a , � 1.1.. � \\ �, SE- Wall- 12F - 0sw 20.5 X 10 1872 0.065 4.5 840 0.7 0 137 SW- Wall- 12D -Osw 2.8 X -10 26.0 0 5.9 166 1.3 0 38 NW' Wall`12F -0swr 4.2 X 10 31.7 0.065 4. 5 112 0.7 0 2 SWaWall -1 F-0sw 4 «1 X 10 33.3 0.065 4.5 140 0.7 0 24 NW- Wall- 12F -0s 6.5 X 10 41 0.065 4.5 184 0.7 0 NE- Wall- 12D -0sw 12.9 X 10 120.2 0.086 5.9 767 1.3 0 172 SE -Door -New Town Door 2.7 X 17.6 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 -i -New Town Window shgc- 10 0.300 20,7 207 23.5 0 235 0,3 0 /oS SW -Gls -New Town Window shgc- 7.5 0.300 20.7 155 28.3 0 212 0.3 0 %S Floor -2 S -10ph 51 ft..Per. 51 0.481 33,2 1,693 0.0 0 0 Subtotals for Structure: 5,315 0 1,103 Infil.: Win.: 15.5, Sum.: 13.4 510 1.892 065 0.380 -293 194 Ductwork. 1,881 243 AED Excursion: 91 Room Totals: 8,161 -293 1,721 Calculation lode. Htg. & clg. Oc currences: 1 5.9 356 Room Length: 52.9 ft. System Number: 1 NW- Wall- 12F -0sw 9.8 X 10 Room Width: 1.0 ft. Zone Number: 1 351 01 Area: 53.0 sq.ft. Supply Air: 52 CF1 10 Ceiling Height: 10.0 ft. Supply Air Changes:. 5.9 AC /r 0 Volume: 529.0 cu.ft. Req. Vent. Cig: 0 CFI Number of registers: , A ctual Winter Vent.: CFM Percent of Supply.: 0 °f 20.7 207 Actual Summer !tent.: £f Q FM, � 0.30%S Percent of Supply; A ctual Winter:6nfil.. 5 CF Floor-22B-1 Oph 16 ft.. et. 1 Actual Summer lnfil 4 CFM 0.0 0 p{{p � \ �'' `•t t} \_' 1 i y .. tj t °"""" 18 1 '1 w 1' 1 �' S "t S: \ t 1 , tr Y \ \. '` tt?\, .` f 3�{ uik _5 u.,i lw.., �.�.. ea. .. .., 1 „�.. uy.,�.�, AS3V }. Y � � t \\ �,.s.���lF �$� "..t.�.....ui,.. at..n ll, .,. „ d� '� a .,., .4:: � ��.x$ ,U , ...,.r',�u��� a .,., ,.✓ ..�E Y SW-Wall-1 0 -0sw 6 X 10 60 0.086 5.9 356 1.3 0 80 NW- Wall- 12F -0sw 9.8 X 10 78.3 0.065 4.5 351 01 0 58 NW- GIs -New `Gown Window sh c- 10 0.300 20.7 207 215 0 235 0.30%S NW- GIs -N wTown Window shgc- 10 0300 20.7 207 23.5 0 235 0.30%S Floor-22B-1 Oph 16 ft.. et. 1 0.461 33.2 531 0.0 0 0 Subtotals for Structure: 1,652 0 608 I lnfil.: Win.: 4.8, Sum.: 4.2 158 1.889 299 0.379 -1 60 Ductwork: 584 1 1 7 , AE7 Excursion: 44 Room 'Totals; 2,535 -91 829 x Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:lzf-qUv Y.\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Calculation Mode: Htg. & c1g. Occurrences: I Room Length: 6.3 ft System Number: 1 Room Width: 6.2 ft. Zone Number: I 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. Clg: 0 CFM Number of Registers: I Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: CFM -Percent of Supply, 0 % Actual Winter Infil., 4 CFM Actual Summer lnfil 4 CFM .......... SE-Wall-I 2F-Osw 6.3 X 11 60.6 0.065 4.5 272 0.7 45 NE-Wall-1 213-0sw 6.2 X 11 67.9 0 5.9 403 1.3 0 90 SE-Gls-New Town Window shgo- 9 0.300 20.7 186 28.2 0 254 0.30%S Floor-20P-38 I X 39.1 39.1 0.030 2.1 81 0.2 0 7 Subtotals for Structure: 942 0 396 Infil.: Win,: 4.2, Sum.: 3.6 138 1.891 260 0.378 -79 52 Ductwork: 360 78 AF D Excursion: ... . ........ . ..... ..... ..... 30 Room Totals: 1,562 -79 556 Y.\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM I Room Length: 361.7 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area; 362.0 sq.ft. Supply Air;. 220 CFM Ceiling Height: 11.0 'ft. Supply ; Air €range: 3.3 AC/hr Volume: 3,978.0 cuft' Req. Vent. CIO: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual, Summer Vent.: 0 CFM Actual Winter lnfll.: 1 3 C Actual Sumrn r Infil p 16 CF y ' �i SE- Well- 12F -0sw 14 X 11 136 0.065 4.5 610 0.7 0 100 S W- Wall- 12F -0sw 6.7 X 11 59.9 0.065 4.5 269 0.7 0 4 SE- Wall- 12F -0sw 1.8 X 11 26.1 0.065 4.5 90 0.7 0 15 4 W- Wall- 1 2F -Osw 9.7 X 11 76.4 0.065' 4.5 343 0.7 0 56 NW- Wall- 12F -0sw 1,8 X 11 29.1 0.665 4.5 90 0.7 0 15 SW- Wall•12FM0sw 0.7 X 11 7.4 0.065 4.5 33 07 0 NE- Wall- 12D -0sw 20.2 X 11 221.9 0.066 5.9 1,317 1.3 0 296 SF - rt I rk -New Town Window shgc- 9 0.300 20.7 166 23.2 0 254 0.3 4T ° � S SE -Gls -New Town Window shgc- 9 0.300 20.7 186 28.2 0 254 0.30% W -GIs -New Town Window shgc- 13.5 0.300 20.7 279 282 0 381 0.30% SW - €s -New Town Window shgc- 30 0.300 201 621 28.2 0 847 € 0.30%S 4 UP -Cell -1613- 3819.3 X 1 193 0.026 1.8 35 1.2 0 23 Floor -20 -38 1 X 341.4 341.4 0.030 2.1 707 0.2 0 61 Subtotals for Structure: 4,766 0 2,351 Infll.: Win.: 18.4, Sum.: 15.9 603 1.891 1,141 0.380 -346 229 Ductwork. 1,769 661 AED Excursion. 249 Equipment: 0 1,200 Room Totals: 7,676 -346 4,691 I Y:\ ... \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 lode: Htg. & clg, Oc currences: 1 543 0.7 Room Length: 252.3 ft. System Number: 1 106.2 0.065 Room Width: 1,0 ft. Zone Number: i 7 Area: 2522.0 sqft. Supply Air: 145 CFM 0.7 C+ ili l t: Heigh 11.0 f . Supply Air Changes: 3.1 AC /hr 0.055 1 9 Volume: ` 2,775.3 cu.ft. Req. Vent. Cltg: 3 CFM i Number of Registers: 21 Actual Winter Vent.: 0 CF 1.3 0 112 Percent of Supply.: ply y W -1 l Town Window hgc- % 0.300 20.7 207 Actual Summer Vent.. 0 CFI gg / e � w 0 Percent of Supply :l Actual Winter,lnfil.: 15 CFI 0.300 20.7 248 Actual rummer Infil.. 1 CFM M, Y,\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM l SW- Wall- 12F -0sw 13 X 11 121 0.065 4.5 543 0.7 0 89 N - Wall- 12F -0swr 14 X 11 106.2 0.065 4,5 475 0.7 0 7 SW - Wall- 12F -13 w 4 X 11 44 0.065 4.5 197 0.7 0 32 l ! NW- Wall- 12F -0sw 6.3 X 11 61.6 0.055 4.5 276 131 0 45 i NE- Wall_I 2D -Oswa 7.7 X 11 84.4 0.086 5.9 501 1.3 0 112 W -1 l Town Window hgc- 10 0.300 20.7 207 28.2 0 282 gg / e � w 0 SW -Gls -New Town Window shgc- 12 0.300 20.7 248 28.3 0 338 0.30%S NW- New - ew Town Window shgc° 0 0.300 20.7 621 23.5 0 706 0.3 O %S NW - -New Town Window shgc- 17.8 0.300 20.7 360 23.5 0 410 0.30%S NW-- Glls- New Town Window shg - 8 0.; 00 20.7 166 20.5 0 188 0.3 O %S Floor -20 -38 1 X 61.3 1111 1 61.3 0.030 2.1 127 0. 0 11 Subtotals for Structure. 3,731 0 2,301 Infil.. Win.. 15.1, Sum.: 13.0 405 1.891 036 0.380 -284 188 Ductwork: 1,398 436 AFD Excursion. 164 Room Totals. 6,065 -284 3,089 Y,\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Calculation Mode: Htg. 8 clg. Occurrences: 1 Room Length: 212,5 ft. System Number:. 1 Room Width: 1.0 ft. Zone Number: 1 € Area.: 213.0 sq.ft. Supply Air: 93 CFM Ceiling height: 8.0 .ft. Supply Air Changes: 3.3 C r Volume: 1,700.0 c uft Req. Vent. Cle3: 0 CFM Num ber of Registers: 2 Actual Winter. Vent. :_. 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM , 'ercent of Supply: 0 Actual Winter lnfil.: 9 CF Actual Summer lhfil 7 CFM x �g n t t z Y 1 t t a i v U t SE- Wall- 12F -Osw 10 X 8 55 0.065 4.5 247 0.7 0 40 NE- Wall- I 207.Osw 25.3 X 8 202..5 0.086 5.9 1,202 13 0 270 SE -€ is -New Torn Window shgc- 25 0,300 207 518 23.2 0 706 0.3 0%S UP- Ceil®168 -38 212.5'X 1 212,5 0.02+6 1,8 381 1.2 0 254 , _... .._. .._.... , _... v.... ..... d,... _ . ..._ __ .... _._ .... . . ... ... . _ ..,... .,.w Subtotals for Structure: 2,348 0 1,270 infil, Win.: 8.6, Sum.. 7.5 283 1.893 535 0.370 ®162 107 Ductwork: 863 281 I AED Excursion: 106 People: 200 lathier, 230 sent r: 1 200 230 Room Totals: 3,746 38 1,994 I Y.\ .. \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM I uatcutatton m e: Htg. & ctg. currences. 1 Room Length. 148.1 ft. system Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area.: 148.0 sq.ft. Supply Air: 77 CFI Ceiling Height. 8.0 ft,. Supply Air Changes.. 3.9 AC/hr Volume: 1,185.0 cu.ft. 'Req. Vent. Clg: 0 CFI Number of Registers: 2 Actual Winter Vent.: 8 CFM Percent of Supply.. 8 % Actual ;Summer Vent.: tD CFM grcer of Supply: 0 j Actual Winter Infil.: 6 CFI Actual Summer Inftl 5 CFA to U SE- Wall- 12F -Osw 10.7 X 8 m� 60.4 0.065 4.5 271 0.7 6 444 SW- Wall- 12F -Oswr 14.7 X 8 117.4 0.065 4.5 526 01 Q 8 SE- CPIs -New Town Winclow shgc- 25 0.300" 20.7 518 28.2 0 786 0.30%S LIP- Celi -16B-38 1481 1 1481 U26 18 266 12 8 177 ...._ _e .. _ .._�._ _. w..� �.�,... ..��_�__ ... �� _ _. ... _ ._ _� . .�_ a...e. _...__. ,. ...��... _....,_ �...... Subtotals for Structure: 1,581 0 1,813 Infil.. Win.. 6.2, Sure.. 5.3 2013 1.889 383 0.380 -116 77 Ductwork: 588 231 AECD Excursion: 87 People: 200 l tlper, 230 sentp r: 1 200 236 i Roam Totals: 2,552 84 1,638 C Y 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM in t I f "1 ' 7 CFM 1 Ctua er,,, n 1 .. ,; Actual Summer InfiL 6 CF y pp W- W all- I 2F -0swr 19.3 X 8 140.6 0.065 4.5. 631 0.7 0 103 NW- Wall- 12F -Osw 11.3 X 8 55.6 0.065 4.5 250 0.7 0 41 SW- GIs -New Town Window shgc- 14 0.340` 201 290 28.2 0 395 0.3 O %S NW -Gls -New Town Window s c .. 35 0300 20.7 725 23.5 0 824 0.3 O °lS UP -Cell- 1 613 -38 211.6 X 1 211,6 0.026 1.8 330 1.2 0 253 Floor-20P-38 1 X 46.5 46.5 0.030 2.1 96 1111.,. _....0 .. 0 _.1. .. 1..1...1. Subtotals for Structure. 2,372 0 1,624 infil,. Wan.: 7.5, Sum.. 6.5 245 1.892 464 0.379 141 93 Ductwork: 843 341 AED Excursion: 123 People: 200 14t1per, 230 senlper; 1 200 230 Room Totals. 3,685 59 2,416 \Plan 1120 M Unit. Wednesday, November 0 R Calculation Mode: H Htg. & clg. O Occurrences: 1 1 Room Length: 2 211.6 f ft. S System Number: 1 1 Room Width: 1 1.0 f ft. Z Zone Number; 1 1 Area: 2 212.4 s sq.ft. S Supply Air: 1 113 C CFM Ceiling Height: 8 8.0 f ft. S Supply.Air Changes: 4 4,0 A AC/hr Volume: 1 1,693.0 c cu.ft. R Req. Vent. Cl g: 0 0 C CFM Number of Registers: 2 2 A Actual Winter Vent:: 0 0 C CM Percent of Supply.:, 4 4 % % Actual Summer gent.:. 0 0 C CFM Percent of Supply; 0 0 % % A l W` i Ctua er,,, n 1 .. ,; Actual Summer InfiL 6 CF y pp W- W all- I 2F -0swr 19.3 X 8 140.6 0.065 4.5. 631 0.7 0 103 NW- Wall- 12F -Osw 11.3 X 8 55.6 0.065 4.5 250 0.7 0 41 SW- GIs -New Town Window shgc- 14 0.340` 201 290 28.2 0 395 0.3 O %S NW -Gls -New Town Window s c .. 35 0300 20.7 725 23.5 0 824 0.3 O °lS UP -Cell- 1 613 -38 211.6 X 1 211,6 0.026 1.8 330 1.2 0 253 Floor-20P-38 1 X 46.5 46.5 0.030 2.1 96 1111.,. _....0 .. 0 _.1. .. 1..1...1. Subtotals for Structure. 2,372 0 1,624 infil,. Wan.: 7.5, Sum.. 6.5 245 1.892 464 0.379 141 93 Ductwork: 843 341 AED Excursion: 123 People: 200 14t1per, 230 senlper; 1 200 230 Room Totals. 3,685 59 2,416 \Plan 1120 M Unit. Wednesday, November 0 R Wednesday, November 20, 2013, 3:14 PM Calculation lode: Htg. & c1g, Occurrences: 1 Subtotals for Structure 97 Room Length: 5.5 ft. System Number: 1 0 0 0 0 0 0 Room Width: 9.8 ft. Zone Number: 1 1 A3 Excursion. Area: 54.0 sq.ft. Supply Air: 4 CFM 126 0 Ceiling Height: 8.0 ft. Supply Air Changes; 0.5 AC/hr Volume: 433.0 cuft Req. Vent. Clg: 0 CFM Number of registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 . CFtVI l ercent cif Supply: 0,% 1 Actual Winter lnfil.: 0 CF Actual Summer Infl 0 CFI ¢¢pp g pp Wednesday, November 20, 2013, 3:14 PM ut -GeI -1 ijtS its p44 1 x 1 04.1 U uzo 1.0 f ,:. � . ,,. ... 00 Subtotals for Structure 97 0 65 lnfil.. Win.: 3.0 Sum.: 0.0 0 0 0 0 0 0 Ductwork: 29 1 A3 Excursion. 4 1 Room Totals: 126 0 81 Wednesday, November 20, 2013, 3:14 PM Y:\ ... \Plan 1120 End Unitrhv Wednesday, November 20, 2013, 3:14 PM Room Length: 76.3 ft. System Number: I Room Width: 1.0 ft. Zone Number: 1 Area: 76.0 sq.ft. Supply Air: 35 CFM Ceiling, Height: 8.t ft. Supply Air Changes: 3.4 AC/hr, Volume: 610.0 cuft Req. Vent. Cig: 0 CFM Number of Registers: Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 Actual Winter Infil.: 4 CFM Actual Summer Infil.: 4 CFM NW-Wall-1 2F-Osw 9.3 X 8 66.6, 0.065 4.5 299 0.7 0 49 NE- Wall -12 } -Osw 8.7 X 8 69.4 0.086 5.9 412 1.3 0 92 NW-Gls-New Town Window shgc- 8 0300 20.7 166 23.5 0 188 0.30%S UP-Ceil-I 6B-38 76.3 X 1 76.3 0.026 1.8 137 1.2 0 91 Floor-20P-38 I X 12.5 12.5 0.030 2.1 26 0.2 0 2 Subtotals for Structure: 1,040 0 422 lnfil,: 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 Y:\ ... \Plan 1120 End Unitrhv Wednesday, November 20, 2013, 3:14 PM M M ME am M • M WE= OM Wednesday, November 2 0, 2013, 3:14 PM ... ... . . .... - Loft/Bedroorn 3 \ \� \ \ \d / \ /Bedroo/2 Master Bedroom LZME 13:0 M Wednesday, November 20, 2013, 3:14 PM 0 1,000 2,000 3,000 4,000 5,000 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. Natural Gas Furnae 59SC2BO6OS1 7-16 Carrier 92.1 AFUE a Standard Air Conditioner CA13NA024****(A,B) CNPV*3017A**+TDR 13 SEER PURON AC ii Y.\.,.\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Actual: 1 �93 100%/0% 23,200 0 23,200 1 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 1 45 6 Loft/Bedroom S 2 3,746 77 7,7 1,994 38 1111, 93 7 Bedroom 2 148 2,559 52 7,7 1,638 84 91 77 8 Master Bedroom,, 212 '3 75 7,7, 2,416 59 134 113 9 Bath, 54 126 3 4 81 0 + 4' 10 Master Bath 16 1,705 35 7 592 -83 33 35 Humidification 2,550 Duct Latent -418 System I total 1,564 40,364 772 17,606 -1,413 977 825 System I 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. 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. Natural Gas Furnae 59SC2BO6OS1 7-16 Carrier 92.1 AFUE a Standard Air Conditioner CA13NA024****(A,B) CNPV*3017A**+TDR 13 SEER PURON AC ii Y.\.,.\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Actual: 1 �93 100%/0% 23,200 0 23,200 Y 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM # # Northwest 852 15,360 - 1,417 1.28 90 0 North 087 16,888 -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 » * 16,918 -1,415 1.41 315 Southwest 976 17,580 .1,414 1 .46 # s Y 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM # # Northwest 852 15,360 - 1,417 1.28 90 0 North 087 16,888 -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 Y 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM # # 1 ,30 ........ ...... � A .. t ..... 1.28 ........ . ............. ....................... ..... ... ........ I i Oaf- . ................. ........ ........ ... \" 8 M West Northwest North Northeast East Southeast South Southwest Direction Front door Faces MMOIMMM�� YA ... \Plan 1120 End Unitrhv Wednesday, November 20, 2013, 3:14 PM 1 A4 .......... ....... .......... ....... .................. IAZ ....... ......... ....... ...... 1,40 ........ ........ ............. ....... ....... ........ ...... 138 ....... ....... ........... .... .... ........ ...... ....... 1 ,30 ........ ...... � A .. t ..... 1.28 ........ . ............. ....................... ..... ... ........ I i Oaf- . ................. ........ ........ ... \" 8 M West Northwest North Northeast East Southeast South Southwest Direction Front door Faces MMOIMMM�� YA ... \Plan 1120 End Unitrhv Wednesday, November 20, 2013, 3:14 PM EM= E 1E Gam 9 m 10 am 11 am 12 Pro 1 pm 2 p Time of Day Front door faces West Front door faces Northwest 0 Front do♦ rfaces North Front door xis... 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