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Home My WebLink About3791 Depew Street-2o( oC6 f MiPECTION RECORD 1 SPEC ION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Occupancy/Type �Z 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 Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Wall Sheathing Sewer Service Plumbing 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. Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Landscaping & Parking / Planning Dept. Mid -Roof 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. Lath /Wall Tie Floodplain Inspection (if applicable) Rough Electric Fire Inspection / Fire Protection Dist. Rough Plumbing/Gas Line Final Electrical Rough Mechanical Rough Framing Rough Grading Final Mechanical Insulation Roof Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection. line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOT Inspection Type: 310 F - M97%,13 Job Address: 3711 p��ew s r - Permit Number: O / �O 7 )%5_ 5_ ❑ No one available for inspect' n: Time( AM/PM Re -inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: C/ 9' Inspector: MT b' i DO NOT REMOVE THIS NOTICE 5 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax IN1SPECTION NOTICE�j Inspection Type: '7 F �� " X Job Address: 3 74 & 5 Permit Number: 76 5-15 ❑ No one available for insp4e,9/ ct` n: TimeOy�yAMM /P Re -Inspection required: No When cn�s have been made, call for re -inspection at 303-234-5933 Date:—OFT; I 1 Inspector: /77T# 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 3t -NOTICE /j Inspection Type: G qF,4� Job Address: 9 e'. Permit Number:2-0/70 761S ❑ No one available for in ction: Time AM/PM Re -Inspection required: Q No When coons ave been made, call for re -inspection at 303-234-5933 Date: y l Inspector: r' 7-* ,7;' DO NOT REMOVE THIS NOTICE 4 r City of Wheat Ridge Residential Roofing PERMIT - 201706611 PERMIT NO: 201706611 ISSUED: 08/25/2017 JOB ADDRESS: 3791 Depew ST EXPIRES: 08/25/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles - 32 sq *** CONTACTS *** OWNER (720)339-1444 ONESLAGER RICHARD D JR SUB (303)484-9854 Dylan Lucas, Ryan Nichols 120088 Eco Roof and Solar *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2946 / MANSFIELD BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 16,780.00 FEES Total Valuation 0.00 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. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. z City of Wheat Ridge Residential Roofing PERMIT - 201706611 Y PERMIT NO: 201706611 ISSUED: 08/25/2017 JOB ADDRESS: 3791 Depew ST EXPIRES: 08/25/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles - 32 sq I, by my signature, do hereby at that the work to be performed shall comply with all accompanying approved plans and specifications= applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed an h4 all worl�,to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signatur f OWNER or CONTRACTOR (Circle one) Date 1. This ermit was issued based on the information provided in thepermit application and accompanying plans and specifications and is sub ct to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. ThA permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and re eived prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The iswwft 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 applicabl de or t; any order e o og ation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett 7,07®6 6 1 I From: no-reply@ci.wheatridge.co.us Sent: Wednesday, August 23, 2017 4:30 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 bc- Property Address 3791 Depew St Property Owner Name Perrin's Row HOA Property Owner Phone 720-339-1444 Number (enter WITH dashes, eg 303-123-4567) 63 6 137 67, �L Q Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract perrinsrow@gmail.com Yes PerrinsRow.pdf CONTRACTOR INFORMATION Contractor Business ECO Roof and Solar Name N - Contractor's License 120088 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) 303-484-9854 610 S Lipan St Denver CO 80223 Contractor Email Address zmaiers@ecoroofandsolar.com Retype Contractor Email zmaiers@ecoroofandsolar.com Address DESCRIPTION OF WORK TOTAL SQUARES of 32 the entire scope of work: Project Value (contract 16780 value or cost of ALL materials and labor) Are you re -decking the No roof? 138 Does the scope of the project include a flat roof (less than 2:12 pitch)? Does the scope of the project include a pitched roof (2:12 or greater pitch)? How many squares are part of the pitched roof? Describe the roofing materials for the pitched roof: Type of material for the pitched roof: Provide any additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) No Yes 32 GAF Timberline HD Asphalt Tear off to deck 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 139 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. 140 ECO Roof and Solar, Inc. Restoration Contract THIS CONTRACT is executed this 12'h day of July 2017, between. ECO Roofand 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 3r`' 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 AV 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 6-22-1030),(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 set -vices based on predetermined and currently known damages"), to total $150,184.94. That amount represents the Contract Price: $150,184.94* *(The project may incur additional costs, to be covered by the Client's insurance policy, that would be supplemented and submitted accordingly to American Family Insurance Group and added to the Final Payment of the sequential payment amounts noted below. Client will be not be financially responsible for additional work outside of Exhibit A (supplements) that are not approved and paid for by American Family Insurance Group.) Contractor hereby agrees and warrants that its total contract price, once memorialized in the First Amendment, shall include all labor, materials, accessories and installations required to complete the Scope of Work. The total contract price shall also include all sales, use, and other applicable taxes, for materials, labor, work or sen)ices to be furnished or supplied by Contractor. The Compensation Schedule shall be as follows: • 1" Payment — 50% of Actual Cash Value (ACV) $65,645.91 + Deductible ($5,000.00) amount due upon commencement of Phase l ..............................$70,645.91 -2 "d Payment — 50% of Actual Cash Value (ACV) $65,645.91 less a 10% retainer ($6,564.59) due upon commencement of Phase 2..............................................................................$59,081.32 • Final Payment — Depreciation + Retainer + Additional Supplements due upon final inspection and completion of punch list items .......................................................................$13,893.12 + $6,564.59 + Supplements *Supplement amount is determined by insurance negotiation *(Client is responsible to pay contractor (Depreciation + Additional Supplements) upon release of final funds per American Family Insurance and not beforehand) "Substantial Completion" is defined as: the Project's roof system installation has/have been completed and the roof system, components and other trades is/are fully functional, while any remaining equipment and/or remaining material's removal has yet to occur. When the job has Page 2 of 14 Client Initials Contractor Initials reached the point of substantial completion, prior to the final payment check disbursement, the owner and contractor will conduct a formal project site "walk-through". In agreement, they'll compile and line itemize a summary punch list, noting any items that need to be resolved before the owner accepts the work as complete. "Full and Final Completion" shall be defined as completion of the Work, including the completion of the Client's aforementioned punch list and including a building inspection by an inspector representative for Wheat Ridge, CO. This term shall additionally include Contractor providing Client with a Blanket Lien Release from any and all subcontractors who 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 P 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, matrials 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. Safety. Contractor shall take all reasonable safety precautions with respect to the Work, shall comply with all applicable laws, ordinances, rules, regulations, requirements and orders of any public authority for the safety of persons orproperty. 12. Employment Practices. Contractor, in the performance of the Work, is an independent contractor and, as such, shall be responsible for compliance with the provisions of all applicable State and/or Federal Social Security, Unemployment Compensation, Workmen's Compensation, Sales and Use Tax, Withholding Tax and other tax laws now or hereafter in effect and shall pay all taxes, contributions and premiums required thereunder. 13. No Liens. Contractor shall deliver the Work to the Client in good condition, free and clear of all claims, liens and encumbrances arising by, through, or under Contractor. At all times, Contractor shall defend and hold Client harmless from and indemnify Client from and against all such claims, liens or encumbrances, pending orthreatened. 14. Insurance. Contractor shall, in a manner satisfactorily to the Client, maintain at its own expense until the completion of the Work and final payment therefore the following insurance: Page #of Client Initials Contractor Initials (a) Worker's Compensation and Employer's Liability as required bylaw; (b) Comprehensive General Liability; and (c) Comprehensive Automobile Liability. Maintenance of the required insurance protection does not relieve Contractor of responsibility for any losses not covered by the above required policies. Upon Client's written request, Contractor shall furnish original certificates, together with copies of the policies, evidencing that existence of the required coverage with the Client named as a co-insured. Failure of Contractor to fulfill any of its obligations contained in this Section shall constitute a material breach of this Contract. 15. Indemnity. Contractor hereby 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 performed hereunder shall be free from defects for a period of Five Years (5), (the "Warranty Period"), from the date of completion. The foregoing warranty shall be against any and all defects in labor, and/or equipment, violations of applicable laws, codes, statutes, ordinances, regulations and requirements and provisions set forth in this Contract. The materials will be warranted by the manufacturer for a period of time set forth in their warranty information specified in Exhibit. A. Contractor shall not be held liable for any defects in workmanship arising from materials. Contractor shall not be obligated to perform any corrections arising from Client's Negligence. 17. Client's Remedies. Contractor shall be liable to Client for any damages sustained by the Client as a result of Contractor's breach of this Contract. 18. Contractor's Remedies. Client shall be liable to Contractor for any damages sustained by Contractor as a result of Client's breach of this Contract. Contractor shall haveno right against Client for any inconsequential damages. 19. Termination. (a) In General. This Contract shall 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 to exist. (ii) In the event Contractor fails to timely correct said breach in a manner satisfactorily to Client, Client may notify Contractor that this Contract is terminated and Contractor shall be liable to Client for all damages and/or costs sustained by Client as a result of said breach, including all legal fees and costs. (c) Upon Breach by Client. (i) Contractor shall notify Client of said breach and shall give Client 15 days from its receipt of such notice to remedy the breach, provided, however, if it is or becomes impossible or commercially impracticable for Client to cure such breach within 15 days, then Client shall have such additional time as is necessary to cure the breach until the impossibility or commercial impracticability ceases to exist. (ii) In the event Client fails to timely correct said breach in a manner satisfactorily to Contractor, then Contractor may notify 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 termination 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). (ii) 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 are required to meet roofing material manufacturer install specifications. (iii) As to subsection (ii) above, the Client shall give written notice of rescission of this Contract to the Contractor at the physical address provided herein within seventy-two hours after the Client is notified of the denial. The Client may give notice of rescission of this Contract: (a) In an electronic form, which is effective on the date of the electronic transmission; (b) By mail, which is effective upon deposit in the United States mail, postage prepaid, sent to the physical address stated in the contract; or (c) By personal delivery to the Contractor, which is effective upon delivery. (iv) Within ten days after rescission of this Contract per subsection (ii) above, the Contractor shall return to the Client any payments or Page 7 of 14 Client Initials Contractor Initials deposits made by, or evidence of indebtedness of, the Client in connection with this Contract for Work on the Property. (v) The Client's rescission of this Contract per subsection (ii) above does not preclude the Contractor from retaining all or a portion of any payments or deposits made by the Client to compensate the Contractor for Work actually performed on the Property, in a workmanlike manner consistent with standard roofing industry practices, but the Contractor may retain only an amount required to compensate the Contractor for the actual work performed. (vi) The Client's rescission of this Contract per subsection (ii) above does not abrogate the Contractor's right to pursue common law remedies for the reasonable value of roofing materials ordered and actually installed on the subject residential property pursuant to this Contract for Work before the Client rescinded this Contract, as long as the Contractor performed the roofing services consistent with roofing industry standards for workmanlike performance of roofing services. (vii) The Client's rescission of this Contract per subsection (ii) above does not abrogate a property and casualty insurer's duties, responsibilities, or liability under sections 10-3-1115 and 10-3- 1116, Colorado Revised Statutes. (viii) This Section 20 also constitutes satisfaction of the requirements of Sections 6-22-103(f) (1) and (II), Colorado Revised Statutes. Section 20 constitutes Contractor's policy regarding the cancellation of the Contract and the refunding of any deposit. It includes a rescission clause allowing Association to rescind the Contract and obtain a full refund on any deposit within seventy- two hours after the Final Effective Date. Page 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 underthis 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 pursuanthereto: If to Contractor: ECO Roof and Solar, Inc. 610 S. Lipan Street Denver, CO 80223 Attn: Ryan Nichols Tel.: 720-346-3338 Email: RNichols(a-,)ecoroofandsolar.com If to Client: Perrin's Row Community Association 5630 W 38th Ave Wheat Ridge CO 80212 Attn: Perrin's Row HOA Tel.: ( ) Email: pminscvw a�,gmail.ami Page 9 of 14 Client Initials Contractor Initials IVIM 24. Notice. Except as otherwise provided herein, notice shall be deemed to have been given on the date on which notice is delivered, if notice is given by personal delivery, on the date of the electronic transmission, if notice is given in an electronic form and one business day after the date of deposit in the U.S. mail, if mailed. 25. No Waiver. Any failure to enforce or waiver of any breach of any of the provision of this Contract shall not constitute a waiver of any continued or additional breach of the same or any other provisions of this Contract. Client's failure to give notice to Contractor shall not limit, alter, diminish, restrict or waive Contractor's obligations set forth in this Contract. 26. Entire Agreement. Both parties hereby agree that this Contract and all documents referred to herein represents and constitutes the entire agreement between said parties and no other document or representation, either verbal or written, whether made heretofore, simultaneously with the execution hereof, or hereafter, except as set forth herein, shall be binding on either parties hereto. 27. Amendment. This Contract may be amended, altered, or modified only by written instrument executed by both parties hereto. 28. Governing Law. This Contract shall be interpreted in accordance with the laws of the State of Colorado. In the event of a lawsuit, the proper venue shall be in Denver County, Colorado. 29. Severability. The provisions of this Contract are severable, and should any provision be found to be invalid or unenforceable, such finding shall not affect the validity or enforceability of any other provisions hereunder. 30. Independent Contractor. Contractor is not an employee or agent of the Client, but only an independent contractor. Nothing in this Contract shall. authorize or empower Contractor to create or assume any obligation or responsibility whatsoever, express or implied, in the name or on behalf of the Client, nor to make any representation, warranty or Contract on Client's behalf. 31. Attorney Fees. In the event of a default under, or breach of this Contract, the prevailing party shall be entitled to reasonable attorney fees and costs including all costsincurred on appeal. Page 10 of 14 Client Initials Contractor Initials This document authorizes ECO Roof and Solar, Inc. to invoke and compel appraisal rights on behalf of the insured to determine the final payment amount of the claim should the restoration project incur justifiable and verifiable supplemental costs heretofore unknown. [Remainder of page left intentionally blank — Signature Page Follows] Page 11 of 14 Client Initials Contractor Initials IN WITNESS WHEREOF, the Client and Contractor for themselves, their heirs, representatives, successors and assigns, have executed this Contract the day and year first above written. Perrin's Row Community Association; CLIENT By,4-- ♦mar, / • ' By:& r,. ECO Roof and Solar, Inc.; CONTRACTOR By: f Title: Za aiers Commercial Pro'ect Manner Page 12 of 14 Client Initials/ 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 (l) 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 3'" 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 City of Wheat Ridge Residential Solar PERMIT - 201707705 PERMIT NO: 201707705 ISSUED: 09/26/2017 JOB ADDRESS: 3791 Depew ST EXPIRES: 09/26/2018 JOB DESCRIPTION: Permit for remove/reinstall existing system (see 201501388) 3.12 KW Roof mounted grid tied PV system *** CONTACTS *** OWNER (720)339-1444 ONESLAGER RICHARD D JR SUB (888)765-2489 Jared A Miller 110035 SolarCity Corporation *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2946 / MANSFIELD BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,243.20 FEES Total Valuation 0.00 Use Tax 89.11 Permit Fee 125.05 ** TOTAL ** 214.16 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by m�s'gnature, do hereby attest thatthework tobeperformed shall comply with all accompanyingapproved plans and specifications, applIcabulding codesand all applicable municipal codes,policies and procedures, and that I am t e legal owner or have been authorized bythe lal owner of the property and am authorized toobtain this permit and perform the work described and approved in conjunction with this erit. I further attest that I am legally authorized tonclude all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' acc panying approved plans and specifications. i Signature of OWNER or CONTRACTOR (Circle one) Date l . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Offial and is not guaranteed. 4. No work of an 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 applicah�t c6 or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. FOR OFFICE USE ONLY I City of °ate" Wheat id e MUNI lY' O[YiEL01'A1EN� Plan/Permit# Building & Inspection Services Division ` Z,Ol -A 3 -1 7500 W. 29'x' Ave., Wheat Ridge, CO 80033 Plan Review Fee: Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3791 Depew St Unit A, Wheat Ridge, CO 80212 Property Owner (please print): Craig and Emily Metscher Phone: —2-9'�` "" 1 Property Owner Email: 9 y'i N1-3 - d 8 TS Mailing Address: (if different than property address) Address: Same as above , State, Z Architect/Engineer: Architect/Engineer E-mail: Contractor: Solar City Contractors City License #: 110035 Contractor E-mail Address: tward@SOIarCity.COCII Sub Contractors: Electrical. W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone: Phone: 253-720-4461 Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT X OTHER (Describe) R&R Solar PV (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) R&R a 3.12 kW roof -mounted grid -tied solar PV system Sq. FULF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 4243.2 OWNER/CONTRACI'OR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, casements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Whcat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the tegal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OW.'VER) (CONTRACTOR) o PRINT NANIE: Tyler Ward ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer. r (AUTHORIZED REPRESENTATIVE) of (O i ER) (CONTRACTOR)�/ I SIGNATURE: DA�� TE: 9/21 /2017 PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ ABBREVIATIONS ELECTRICAL NOTES INDEX PV1 COVER SHEET •' `, city � it er LICENSE A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN PV2 SITE PLAN %�/ Vr�G'"�— BLDG BUILDING POSITION, A SIGN WILL BE PROVIDED WARNING PV3 STRUCTURAL VIEWS C;�1UINM CONC CONCRETE OF THE HAZARDS PER ART. 690.17. PV4 STRUCTURAL VIEWS APPROVED TYPE EC # 8041 C COMBINER BOX 2. EACH UNGROUNDED CONDUCTOR OF THE PV5 THREE LINE DIAGRAM D DISTRIBUTION PANEL MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED PV6 ELECTRICAL CALCULATIONS Reviewed for Code Como—� DC DIRECT CURRENT BY PHASE AND SYSTEM PER ART. 210.5. CUTSHEETS ATTACHED EGC 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 Plans Examiner °"° GALV GALVANIZED COMPLY WITH ART. 250.97, 250.92(B) a a', JURISDICTION NOTES GEC GROUNDING ELECTRODE CONDUCTOR 5. DC CONDUCTORS EITHER DO NOT ENTER yriIdm ofpermit The Wt W 0of°pdrma otsY vatatonto not bel'' to" appp1of� -Y-i0 0 and GND GROUND BUILDING OR ARE RUN IN METALLIC RACEWAYS GENERAL NOTES cpnO�rwatoj: of the provisoOns s Ofall any of the provisions of thehaiMirgcodeaofonyctypd,,,a,Kes.t4rns•s to violate of `°^e`I Nle tst° OJfAeW�tW HDG HOT DIPPED GALVANIZED OR ENCLOSURES TO THE FIRST ACCESSIBLE DC �samin9 to give autho.m Code, Wother ordinancesofthe City 00;1nobeV"1d' I CURRENT DISCONNECTING MEANS PER ART. 690.31(E). Imp CURRENT AT MAX POWER 6. ALL WIRES SHALL BE PROVIDED 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 VIA A kVA KILOVOLT AMPERE 7. MODULE FRAMES SHALL BE GROUNDED AT THE UL—LISTED POWER—CONDITIONING INVERTER. kW KILOWATT UL—LISTED LOCATION PROVIDED BY THE 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. This permit is for the remove/re-install of LBW LOAD BEARING WALL MANUFACTURER USING UL LISTED GROUNDING 3. PHOTOVOLTAIC SOURCE AND INPUT CIRCUITS AND MIN MINIMUM HARDWARE. INVERTER INPUT CIRCUIT ARE UNGROUNDED. Existing equipment previously permitted on MIR MIRROR 8- ALL EXPOSED METAL PARTS (MODULE FRAMES, 4. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED (N) NEW RAIL, BOXES, ETC.) SHALL BE GROUNDED USING 5. ALL WORK TO BE DONE TO 2012 INTERNATIONAL 201501388 ONLY NEC NATIONAL ELECTRIC CODE UL LISTED LAY—IN LUGS LISTED FOR THE BUILDING CODE. NIC NOT IN CONTRACT PURPOSE. POSTS SHALL BE MADE 6. ALL ELECTRICAL WORK SHALL COMPLY WITH THE e"�I NTS NOT TO SCALE ELECTRICALLY CONTINUOUS WITH ATTACHED 2014 NATIONAL ELECTRIC CODE. OC ON CENTER RAIL. :w'7eatRidge P PANEL BOARD 9. MODULE FRAMES, RAIL, AND POSTS SHALL BE *kv PL PROPERTY LINES BONDED WITH EQUIPMENT GROUND CONDUCTORS PV PHOTOVOLTAIC AND GROUNDED AT THE MAIN ELECTRIC PANEL. VICINITY MAP PVC POLYVINYL CHLORIDE 10. THE DC GROUNDING ELECTRODE CONDUCTOR S SUBPANEL SHALL BE SIZED ACCORDING TO ART. SCH SCHEDULE 250.166(8) & 690.47. _ SS STAINLESS STEEL SSD SEE STRUCTURAL DRAWINGS STC STANDARD TESTING CONDITIONS SWH SOLAR WATER HEATER TYP TYPICAL LION UNLESS OTHERWISE NOTED range a Reptilian Paradise Subway UPS UNINTERRUPTIBLE POWER SUPPLY -I V VOLT r p teo King Soaper p Vmp VOLTAGE AT MAX POWER T3791 _ Sherwin-Williams VOC VOLTAGE AT OPEN CIRCUIT La Fonda Mexican Depew St Paint Store WWATT lama Sanninos 3R NEMA 3R, RAINTIGHT 7th FI REV BY DATE COMMENTS � c W 37th Ave o n � m rD o O '— CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE OF EXCEPT SOLARCITY CIN JOB NUMBER: JB -8026665 00 PREMISE OWNER: AHJ: Wheat Ridge DESCRIPTION: METSCHER, CRAIG AND EMILY NEW TOWN BUILDERS PERRINS ROW CO DESIGN: NIRAJ NISCHAL;��., •} MARKET: NODDLES: NORBENEFSHALL IIT ITBENDISCLOSED N WHOLE ORE N. HOMES 12 KYOCERA KU2606XPA 3791 A DEPEW ST. LOT 17. 3.12kw DC ROOF MOUNT PV SYSTEM 'iJ�SolarC� ly. PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH DENVER CO 80212 PROJECT MANAGER: MOUNTING SYSTEM: 3055 Clearview Way San Mateo, CA 94402 THE SALE AND USE OF THE RESPECTIVE M. BASHORE SOLARCITY SLEEKMOUNT SYSTEM SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. (970) PAGE NAME: 846-1620 COVER SHEET SHEET: PV 1 REV: DATE: 9/5/2015 T:(650) 638-1028 F:(650) 638-1029 (888) -SOL -CITY (765-2489) Nnvw.solarcity.com PAYMENT TYPE: LEASE INVERTER: (1) SOLAREDGE # SE3000A-US-ZB-U STAMPED AND SIGNED FOR S 1 RU URAL ONLY D P\/4 �rea� ID Son g�ddi�9 PITCH: 15 ARRAY PITCH: 15 MPI AZIMUTH: 90 ARRAY AZIMUTH: 90 MATERIAL: Comp Shinqle STORY: Two Lte Q� RAG; M", 44091 : W ('_(r •.°ars°••��,\\\\\ //108/OWN �A��-� Sri Raghavon LEGEND :46:06 -07'00' O (E) UTILITY METER & WARNING LABEL Ing INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS DC DISCONNECT & WARNING LABELS AC DISCONNECT & WARNING LABELS JUNCTION BOX F DC COMBINER BOX & WARNING 0 DISTRIBUTION PANEL & WARNING Lc LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE - - - INTERIOR EQUIPMENT SITE PLAN w z co CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE JOB NUMBER: JB -8026665 00 PREMISE OWNER: AHJ wheat Ridge DESCRIPTION: METSCHER, CRAIG AND EMILY NEW TOWN BUILDERS PERRINS ROW CO DESIGN: NIRAJ NISCHAL • MARKET: N. HOMES MDDULEs: 12 KYOCERA KU2606XPA NORESHALL TNBENDISCLOSED SNLWFiOLE ORCIN 3791 A DEPEW ST. LOT 17. 3.12kw DC ROOF MOUNT PV SYSTEM 0��\ -;;,SolarC�ty. PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION OATH DENVER CO 80212 PROJECT MANAGER: MOUNTING SYSTEM: THE SALE AND USE OF THE RESPECTIVE M. BASHORE SOLARCITY SLEEKMOUNT SYSTEM 3055 Clearview Way San Mateo, CA 9,4402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITYINC. PAGE NAME: 97O 846-1620 ( SITE PLAN SHEET: REV: DATE: PV r1 T:(650)638-1028 F:(650)638-1029 V 2 9/5/2015 (888)-SOL-CITY(765-2489)www.solarcitymrn PAYMENT TYPE: LEASE INVERTER: (1) SOLAREDGE # SE3000A—US—ZB—U 4' MAX. BETWEEN FOOTINGS STAGGERED— i �2' TYP---- L (N) ZEP INTERLOCK (E) 2x4 RAFTERS 24" SPACING B FRONT VIEW OF MP1 Scale: 1/2"=1'-0" PV MODULE ZEP LEVELING FOOT HANGER BOLT ECOFASTEN FLASHING (E) COMP. SHINGLE (E) ROOF DECKING 11"x4" LAG BOLT (2-"' EMBED, MIN) (E) RAFTER STANDOFF CScale: 1-1/2" = V (G) �^ (4) (2) (5) LOWEST MODULE - Jl'1- -'' -11- SCALE: 114" = f JUOJLWULIY I IVIUUULLJ City of Wheat Ridge INSTALLATION ORDER %111 !'pejllUl� LOCATE RAFTER,, MARK HOLE (1) LOCATION, AND DRILL PILOT HOLE. %(E) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. MODULES: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN (3) INSERT ECOFASTEN FLASHING. CHORD 44091 (4} PLACE FLASHING BLOCK. DENVER, CO 80212 e (5)rSTALL LAG BOLT WITH SEALIN WASHER. MOUNTING SYSTEM: S �\ C(6)7TALL LEVELING FOOT WITH WASHER AND NUT. (E) 2X6 TOP CHORD %111 !'pejllUl� PREMISE OWNER: AHJ: Wheat Ridge DESCRIPTION: METSCHER, CRAIG AND EMILY NEW TOWN BUILDERS PERRINS ROW CO %(E) 2X4 WEBS •'� w4c,•.F''.. MODULES: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN �E) 2X4 BOTTOM may• CHORD 44091 PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION NTHH3055 DENVER, CO 80212 e V MOUNTING SYSTEM: S �\ THE SALE AND USE OF THE RESPECTIVE M. BASHORE Digitally signed by Sri Raghavan Date: 2015.09.09 13:46:16 -07'00' CONFIDENTIAL —THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., JOB NUMBER: JB -8026665 00 PREMISE OWNER: AHJ: Wheat Ridge DESCRIPTION: METSCHER, CRAIG AND EMILY NEW TOWN BUILDERS PERRINS ROW CO DESIGN: NIRAJ NISCHAL .at: -;;� MARKET: MODULES: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN N. HOMES 12 KYocERA KU2606XPA 3791A DEPEW ST. LOT 17. 3.12kw DC ROOF MOUNT PV SYSTEM �i ,SolarC•ty. PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION NTHH3055 DENVER, CO 80212 PROJECT MANAGER: MOUNTING SYSTEM: THE SALE AND USE OF THE RESPECTIVE M. BASHORE SOLARCITY SLEEKMOUNT SYSTEM Clearview Way San Mateo, CA 94402 SHEET: REV: DATE: PV 3 9/5/2015 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PAGE NAME: 970 846-1620 STRUCTURAL VIEWS T:(650) 638-1028 F:(650)638-1029 (888) -SOL -CIN (765-2489) www.solarcity.com PAYMENT TYPE: LEASE INVERTER: 1 (1) SOLAREDGE SE3000A-US-ZB-U # Day 01 V�meat Ridge GRADE COMPACTED BACKFILL �— UNDISTURBED SOIL D TRENCH DETAIL Scale. 3/4 = 1-0 RED WARNING TAPE W/ TRACE WIRE APPROVED BACKFILL SCHEDULE 40 PVC CONDUIT CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFITANYONE EXCEPTSOLARCITY JOB NUMBER:JB-8026665 O PREMISE OWNER: AHJ: Wheat Ridge DESCRIPTION: METSCHER, CRAIG AND EMILY NEW TOWN BUILDERS PERRINS ROW CO DESIGN: NIRAJ NISCHAL �`.`�. • -- solarC�ty. A►�� MARKET: MODULES ORCIN N. HOMES : 12 KYOCERA KU2606XPA 3 7 91 A D E P E W S T. LOT 17. 3.12 k w D C RODE MOUNT P V SYSTEM PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CCNNNECTION WITH DENVER CO 80212 PROJECT MANAGER: MOUNTING SYSTEM: THE SALE AND USE OF THE RESPECTIVE M. BASHORE SOLARCITY SLEEKMOUNT SYSTEM 3055 Clearview Way San Mateo, CA ADZ SHEET. REV: DATE: PV 4 9/5/2015 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PAGE NAME: 970 846-1620 ( STRUCTURAL VIEWS 29 T:OL-C 638-10 - F:(65o) .solar jt (888) -SOL -CITY (7652489)www.solarcity.com PAYMENT TYPE: LEASE INVERTER: (1) SOLAREDGE # SE3000A-US-ZB-U SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE _GROUND BOND (N) #8 GEC TO (E) UFER AT PANEL E 400A MAIN SERVICE PANEL Inv 1: DC Ungrounded INV 1 (1)SOLAREDGE # SE3000A-US-ZB-U LABEL: A - (12)KYOCERA # KU2606XPA TYPE EC # 804'. WITH IRREVERSIBLE CRIMP E 400A LPN -R FUSED MAIN DISCONNECT Inverter; 3000W, 240V, 97.5%; w/Unifed Disco and ZB, FCI PV Module; 260W, 232.9W PTC, 40MM, Blk Frame, H4, ZEP, IOOOV, /Bockbor INV 2 anel Number: Meter Number: Voc:38.3 Vpmax: 31 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER Distribution ane 3 Inverter 1 B MILBANK CUTLER -HAMMER LOT 17 ^ Meter Socket Disconnect 3 SOLAREDGE ^ SE3000A-US-ZB-U 100A/2P 20A2P C D ELI SolorCity Ll e i L2 A " NEUT N 1 _ - TO (E) DISTIBUTION -- - ---- GND---------- - - - - - - - - - v GND - - T? - GND V EGC/ --- DC, GEC N DC DC+ DC- MP 1: 1X12 I PANEL GNG EGC I EGC ------ ------- -------- - - - --, --,-- -- -- ---------------- - OOA/2P B _N' I TO (E) DISTIBUTION PANEL I 100A/2P A I 9 I N I TO (E) DISTIBUTION City of PANEL IOOA%2P' I Wheat Ridge I N Building Divison TD ;E) CONDUIT IS TO BE MOUNTED MORE THAN 1 /2" ABOVE ROOF DISTIBUTION SURFACE TO PREVENT FURTHER AMPACITY DERATING UNDER PANEL I I NEC 310.15(B)(2)(C). I I EGGGECJ O ' I 400A FUSED _ _ GECI DISCONNECT #8 JUMPER x R (I)SIEMENS SERIES - A NEMA 3R: W0816ML1125CU V Load Center; 125A, 120/240v, NEMA 3 /q(, (1 )Sox2 S # 4 STRING JUNCTION BOX 2x2 S1yRMGS, UNFUSED, GROUNDED D�, (1 )MILBANK jJ U4801 -XL -5T9 Meter Socket; 200A, #6-350, Ringless p PV - (12) SPowereoxE0ptim er, N30OWSH4, DC to DC, ZEP TO 120/240V BOND (N) y8 EGC/GEC TO (E) -(3)MILBANK K4977 -INT nd (1) AWG p6, Solid Bare Copper SINGLE PHASE LIFER OR (E) GEC IN Lood-Side Tap Connector; 100A, #12 - 1/0 AWG -( 1) Ground Rod; 5/8" x 8', Copper UTILITY SERVICE PANEL WITH IRREVERSIBLE CRIMP PER ART. 250.64(C) �� I I J (1 )CUTLER -HAMMER # DG221URB I - I Disconnect; 30A, 240Vac, Non -Fusible, NEMA 3R ARRAY GROUND ELECTRODE: LOCATE (N) GROUND ROD PER NEC 690.47(D) TO (ROUND THE ARRAY. CONNEC - (1 )CUTLER-HAMMER�## DGO3ONB A SEPARATE (N) y6 GEC FROM THE ELECTRICALLY BONDED ARRAY FRAME TO THE (N) GROUND ELECTRODE. Ground/Neutral it; 30A, General Duty (DG) THE (N) GEC SHALL BE KEPT SEPARATE FROM ALL OTHER NON-CURRENT CARRYING METAL PARTS. -( 1) Wire (1) SIEMENS / Q220 PV BACKFEED BREAKER Vm POI Breaker, 20A/2P, 2 Spaces (1) AWG #10, THWN-2, Black P =240 VAC Imp=12.5 AAC Metal Clad Cable; MC 10/3 w/G 75degC Or P Voc*=500 VDC Isc =15 AD 2 AWG 10, V Wire, 50OV, Block ( ) # TR- Vmp= 0 VDC Imp=$.$ AD - (i )CUTLER -HAMMER i DG030N8 Ground/Neutral it; 30A, General Duty (DG) 3 1 - �^ ( }AWG #10, THWN-2, Red (1) Conduit Kit; T(1) �/4" EM, ( 1) AWG #10, THWN-2, Block Voc*=500 VDC Isc =15 ADC AWG #10 Solid Bare Copper EGC -(1)AWG #10, THWN-2, White NEUTRAL O (1) AWG #10, THWN-2, Red vmp=350 VDC Imp=8.8 ADC - (1 ) AWG #8, THWN-2, Green EGC/GEC - (1) AWG #10, THWN-2, Green EGC - ( 1 ) Conduit Kit; 3/4" EMT CONFIDENTIAL -THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE � NUMBER: J B- 8 0 2 6 6 6 5 0 0 PREMISE OWNER: Aft Wheat Ridge DESCRIPTION: METSCHER, CRAIG AND EMILY NEW TOWN BUILDERS PERRINS ROW CO DESIGN: NIRA) NISCHAL . -= SolarCity. MARKET: N. HOMES MODULES: 12 KYOCERA KU2606XPA BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WMOLE OR IN 3791A DEPEW ST. LOT 17, 3.12kw DC ROOF MOUNT PV SYSTEM '„c �A PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION W1TFi DENVER CO 80212 PROJECT MANAGER: MOUNTING SYSTEM: 3055 Clearview Way San Mateo, CA 9+402 THE SALE AND USE OF THE RESPECTIVE M. BASHORE SOLARCITY SLEEKMOUNT SYSTEM SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. 970 846-1620 PACE NAME: THREE LINE DIAGRAM SHEET REV: DATE: PV 5 9/5/2015 T:(650) 638-1028 F;(650) 638-1029 (888) -SOL -CITY (765-2489) svww.solarcity.com T TYPE: [��LEASE INVERTER: (1) SOLAREDGE SE3000A-US-ZB-U # 1. Conductor Sizing per Art 690.8(8)(1) a. Conductor must have 30 deg. C ampacity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.15(B)(16). c. Evaluate conductor temperature at terminations per 110.14(C). Ampacity of wire derated for conditions of termination must be >= continuous current*1.25. All string terminations are rated at 90' C. ------------------------------------------ 2. OCP Sizing per Art 690.8(B)(1) a. Round up to next size per Art 240.4(B) ------------------------------------------- 3. Conductor Sizing per Art 690.8(8)(1) a. Conductor must have 30 deg. C ampacity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.15(B)(16). c. Evaluate conductor temperature at terminations per Art 110.14 ). City of ` Ampacity of wire derated for conditions of termination muste >_ continuous current*1.25. All branch terminations are rated o(7,5 'heatRid9e min. ------------------------------ 4. OCP Sizing e a. Round up to next size per Art 240.4(B) ------------------------------------------ 5. Conductor Sizing -per Art 690.8(6)(1) a. Conductor must have 30 deg. C ampacity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.15(8)(16). c. Evaluate conductor temperature at terminations per Art 110.14(C). Ampacity of wire derated for conditions of termination must be >= continuous current*1.25. All inverter output terminations are rated at 75' C. ------------------------------------------- 6. OCP Sizing a. Round up to next size per Art 240.4(8) 7. Conductor Sizing per Art 690.8(B)(1) a. Conductor must have 30 deg. C ampacity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.15(B)(16). c. Evaluate conductor temperature at terminations per Art 110.14(C). Ampacity of wire derated for conditions of termination must be >= continuous current*1.25. All inverter output terminations are rated at 75' C min. CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: JB -8026665 0 0 CONTAINED SHALL NOT BE USED FOR THE 232.9 Inv Power MARKET: MODULES: BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN N. HOMES 12 KYOCERA # KU2606XPA PART TO OTHERS OUTSIDE THE RECIPIENT'S PROJECT MANAGER: MOUNTING SYSTEM: ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE M. BASHORE SOLARCITY SLEEKMOUNT SYSTEM SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAYMENT TYPE: INVERTER: PERMISSION of SOLARCITY INC. LEASE (1) SOLAREDGE # SE3000A-US-ZB-U ELECTRICAL CALCULATIONS Module: 12 Kyocera 260 1000V 232.9 Inv Power WPTC Voltage Drop Calculations Version 5_8.0 Vdrop = Imp) * 2 *Length)* (Resistance / Vmp) 1 Imp A Max. Length(ft) I Wire String: 8.8 50 AWG #10 at Max Ave Hi:91 Vdrop = 8.8 100 0.00124 Ohms / 350 0.33 Branch: 1 12.5 1 20 AWG #10 at Max Ave Hi:91 Vdrop = (12.5 40 0.00124 Ohms) / 240 0.18 deg F deg F Inverter 1: 1 SolarEdge 3000 AFCI 0.98 3000 2724.93 Module: Kyocera 260 1000V 232.9 Inverter 2: Module: Kyocera 260 1000V 232.9 Inverter 3: Module: Kyocera 260 1000V 232.9 Total volts a drop in DC conductors = 0.95 Inverter: 1 8.3 35 1 AWG_10 at 240V Vdrop = (8.3 * 70 * 0.0012 Ohms)/ 240V 0.2905 Inverter 4: Total: 12 Modules Total Inv Pwr: 3000 2724.93 PTC Combinedi 0 0 1 AWG_10 at 240V Photovoltaic Module Electrical Specifications: Total STC:I 3120 Vdrop = (0 * 0 0.0012 Ohms) / 240 V 0 Voc: 38.3 V deg F deg C Vmp: 31 V Record Low Temp: 22 -30 1 Total voltage drop in AC conductors = 0.29 Isc: 9.09 A Max Average Hi Temp:j 91 133 Total voltage drop in AC and DC conductors = F1.24 Imp: 8.39 A Record Hi Temp: 195 135 Tvoc: -0.14 V/deg C Tisc: 5.45 mA/deg C String Type A and Z Combined Strings Type A Voc Correction Method: Manuf TVoc Data Branch Circuit Type A 1 way wire length: 50 Voc Correction Factor: SolarEdge 3000 AFCI 1 strings per branch 1strings per branch 2 350 12 Kyocera 260 1000V Inverter Min Vdc Input: 12 modules per series string 61m dules per series string . 32736 Voc= 500 Min Vmp at Max Temp: Voc= 500 V Voc= 223.2 V 500 Vmp= 350 Max Voc at Min Temp: Vmp= 350 V Vmp= 180.6 V 500 Isc= 15 Inverter Max Vdc Input: Isc= 15 A Isc= 8.87 A 20 Imp= 8.8 Max String Size: Imp= 8.8 A Imp= 8.3 A 50 Icont= 15 Art690.8(A)(1) 1 -way wire length: Icont= 15 A Icont= 11.09 A Art690.8(A)(1) 1.a Conductor: AWG #10 PV Wire 2.a Conductor 1: AWG #10 PV Wire Conductor 2: FAWG _10 PV Wire Icont * 1.25 = (Amps) 15 Conductor 1 Conductor 2 30 deg C ampacity = 401 F Icont * 1.25 = (Amps) 30 deg C ampacity = 18.75 13.86 40 40 1.b Icont= (Amps) 15 2.b Icont= (Amps) 15 11.09 Start ampacity 40 Temperature derate (%=F) 0.76 Start ampacity 40 40 Conduit fill derate (%_#) 1 Temperature derate (%=F) 0.76 0.76 Derated ampacity 30.4 Conduit fill derate (%_#) 1 0.8 Derated ampacity 1 30.41 24.32 1.c 2.c Term 1 Term 2 Icont * 1.25 = (Amps) 15 Ampacity 401 Temp table 90 °C:Ta e'9d@gf5( (16) Icont*1.25= (Amps) 18.75 13.86 Ampacity 401 35 1.d Icont * 1.25 = (Amps) 15 15 OCP Size = Inverter Type A Output 1 way wire length: 20 ft Art 690.8(A)(1) 2.d OCP Size 1 201 15 SolarEdge 3000 AFCI Combined Inverter Output Service Voltage= Total Inverter Power= 1 way wire length= 20 Icont = 12.5 1 A 3.a Icont * 1.25 = (Amps) 15.62 Art 690.8(B)(1) 20 OCP Size = Art 240.6(A) Icont = # of inverters*max inverter current Art 690.8(A)(1) Icont = (Amps) 3.b Conductor: AWG #10 THWN-2 at 90 deg C: Table 310.16 4.a Icont*1.25 = (Amps) 15.62 Art 690.8(B)(1) (cont * 1.25 = (Amps) 15.62 1 20 30 deg C ampacity = 40 OCP size Art 240.6(A) 4.b Conductor: IAVVG#10 THWN-2 at 90 deg C: Table 310.16 3.c Icont = (Amps) 12.5 Start ampacity Icont * 1.25 = (Amps) 15.62 40 Temperature derate (%=F) 30 deg C ampacity = 40 0.91 4.c Icont = (Amps) 12.5 Conduit fill derate (%=#) 1 40 Derated ampacity Start ampacity Temperature derate (%=F) 36.4 3.d Icont * 1.25 = (Amps) 15.62 0.91 1 Ampacity 35 Conduit fill derate (%_#) 36.4 Derated ampacity 4.d Icont * 1.25 = (Amps) 15.62 35 Ampacity PREMISE OWNER: AHJ: Wheat Ridge METSCHER, CRAIG AND EMILY 3791 A DEPEW ST. LOT 17. DENVER, CO 80212 (970) 846-1620 DESCRIPTION: DESIGN: NEW TOWN BUILDERS PERRINS ROW CO NIRAJ NISCHAL 3.12kw DC ROOF MOUNT PV SYSTEM PAGE NAME: ELECTRICAL CALCULATIONS SHEET: REV: PV 6 1SolarCity ® 3055 Clearview Way San Mateo, CA DATE: 94402 T:(650) 638-1028 F:(650) 638-1029 9/5/2015 (888)-SOL-CITY(765-2489) www.sdarcity.com 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: � or Job Address: -3 4 - Permit Number: -Z-n ❑ No one available for inspection: Time ! -__ ' ! - AM/P-M Re -Inspection required: Yes 196 When corrections have been made, call for re -inspection at 303-234-5933 + 1 Date: 117-11 Inspector: DO NOT REMOVE THIS NOTICE r A i CITY OF WHEAT RIDGE - Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time j `/- AM/PM, Re -Inspection required: Yes moo• When corrections have been made, call for re -inspection at 303-234-5933 Date: r' �'� Inspector: .y DO NOT REMOVE THIS NOTICE 'k 1 2 9 " Plan # Pit w 16 •'r *' s M ! av ! Re vie fee (due at time of cr# ttt t): cares _ __m BTU's � GaH Amps Sq Ft, U Q.. 1. Drainage: a. Drainage Letter & Plan required b. Site drainage/grading plan have been reviewed an d are: 2. _jZ 3. —yes No V_OK NOT OK; refer to 5. 0 NOT AEPRQ . VED. The Public Works Department h reviewed the submitted material and does not approve this Permit Application for the stated reason(s) Signature David F. Brossman, P,L,S. bate NOTE: ANY DAMAGE TO EXJSTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUpANCy WMEMM City of " ��Wh6at"i ge- City of Wh eat Ridge Municipal Building 7500 W. 29' Ave, Wheat Ridge, C O 80033-8001 : 303,23 2861 : 301235,2857 PUB LIC WORKS DEVELOPMENT REVIEW FEES Date: _Lf Location of Construction: Purpose of Construction: Single Family Commercial Multi-Family D evelo exit Revierm ll rocessiLi ......... ...... ,.............,...,..........., 100.00 (Required of all projects for document processing) «. � Each Application will be reviewed by staff once and returned for changes, if after review of the second submittal changes have not been made to the civil documents or the 'Fraffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: TOTAL ' , PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAJ, LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC www.ci.whearridge.co.us Cif y of' CitY of Wheat Ridge Municipal Building 7500 W, 29 Ave, Wheat Ridge CO 80033-8001 P: .2351861 F: 301235.2857 I - -- - XWO JVEMENTS RESToRATY-Affl DATED: --L� ADDRESS: Prior to any construction commencing, th e CitY's representative will co an on'site inspection to determine the existing condition($) of the public improvem to If YOU have anY questions, alease c*ILzc I= 9F W—w David F. Brossman, PI.S. Development Review Engineer ec City of ��q�Wh6a le Commuwry DEVELOPMENT i11 ! �i «r -• Building Permit Application (Complete highlighted ass) C ontractors Cats+ #w ices a :� � � Phone: Plumbing: WoUt Mechanical: � t O)NINER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby cerfif'y that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances ruiLs or regulations of the City of Wheat ltitt c or covenants, easernents or restrictions of rLtx)rcl; that all measurements shown and allegations made are accurate, that f have read and agree to abide by all conditions printed on this application and that t aassar e tall responsibility for compliance with applicable City of Wheat Ride codes and ordinances for work und r a ny fsenuit Issued based care this application, that l am the legal owner or have been authorized by the lee al tawncr of the property to perform the described want and aria also authorized by the legal ownci of any entity inchuled on this application to list that entity on this application, P ermit MFM I have reviewed the submitted application documents t const a located at the above referenced address, Please note the com checked below. 1. Drainage: a, Drainage Letter & Plan required: b. Site drainage/grading plan have been review and are: 3. - )L Yes No Z NOT OK; refer to stipulations. No No For items not constructed, the amount of funds taken in lieu of construction: — Completed — Completed — Completed — Completed Does all existing roadway/alley R.0,W. meet the standards of the City: -L Yes No If not, what is required? If R.O.W. is required, has the deed been received, Yes No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy, 6� UJA Stipulations: Rev 06/21013 City of Wheat Ridge Municipal Building 7500 W, 29' Ave, Wheat Ridge, CO 80033-8001 P: 3012351861 F. 303,235,2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: Develogment Review Proggssing Fee. ........ $100.01) (Required of all projects for document processing) Single Family ReAdence/Duplex Review Fee. ....... .. ...... ... _ ..... $0;0.00 * Resubmittal Fees: r ------------ --------- TOTAL REVIEW FEES (due at time of Building Permit issuance): $LLQ�� PLEASE NOTE THATIN ADDITION TO THE ABOVE FEES, THERE WILL, BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF I PROVEMENTS WITHfN Pt ELC RIGHT-OF-WAY. M J B AVwwxLwheatHdge.co,us Rev J2fJ2 Cify of W (')13 J<s 'to Cl tY Of Wheat Ridge MuniCiPal Building 7500 W, 29' Ave, Wheai Ridge, CO 80033-8001 P: 301 2351861 F: 303.235,2857 —=U'71TJ RESTORAIM I DATED: ADDRESS: —377 Prior to any construction commencing, th Cit s representative will conduct an ons inspection to determine the existing condition(s) of the public improvemeigg 3.2352TI Wt me at 3* M= Me- David F. Brossman, P.L.S. Development Review Engineer Wh6atp City of COMMUNUTY DEVELOPMENT ( �CIJIA I plan # �`. Permit r " Mbmt# than property ad* c d Cite, State„ Zip -1 e OWNER/CONTRACTOR, SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that thesettrack distarnoos j *a ^e, . w—d by this gat application ism accurate antl & not violate applicable ordinances, rules or rc ulatti . s of the City of Whet Ridge or covenants, easem or reitrict of record; that all ass -rats shtotn a nd allegations made are aaacurrattatl that f have re-ad a ad as to athitlaa by all conditions printed on d& application and that I a,"Unte full responsibility for rt, plia n with applicable City of Wheat Rid cotes and ordinan for sic >rk under any ficmdr kita , hawed on this alopfication; that I am the legal ownc"r or have bow autfutrized by the legal owner of the Property to pod, i . r the &Stcrilow weir and am also ataatfummd by the legal cowner of any entity included ilia this application to list that entity tttr this ar4ificatum, fC" .qty — 5 !P'� C . 11 submitted I have reviewed the application documents to c ons t ruc t a f =,& AA U 1. Drainage: . Drainage Letter & flan required: b, Site drainage/grading plan have been reviewed and are:: z. -. For items not constructed, the amount of funds taken in lieu of construction: Yes No :ZOK NOT OK; refer to Public Irrproverrents required to lae completed with project:: stipulations. a. street paving/ patching: Yes No curb gutter: Yes No c. sidewalk. Yes 1' . Other (specify): 'ids No — Complelt Signature David F. Bro sman, '.L.S. late 6. 0 Stipulations: 7, A Drainage Certification Letter accompanied by As-Built plans from the Engineer -of- Record shall required prior to the issuance oft the Certificate o Occupancy. e NOTE: ANY DAMAGE TO EXIST PUBLIC IMPROVEMENTS ASA RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIORTO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 06/2013 City of Wh6a Rjige PUBLIC WORKS IMMMEM Commercial Multi-Family "/ — 7 4 - - (Required of all projects for document processing) 11 1 wt= I Commercial/,'Multi-Fa wait LRgyk&XM * Resubmittal Fees: TOTAL REVIEW FEES (due at time of Building Pennit issuance).- $L�� PLEASE NOTE T14AT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY, wwwxLNvheatridge.co.us Rev 12/12 DATED: 42a/zp� ADDRESS: M � a T r - A DT- '« different than p roperty Address: CWUONE: (L} '` EW) (CONTRACTOR) r (4tTIIOt1Z:D1tEPRES ; 7`:4'"1l=) of (OWNE (CONTRACTO z M____ W.. Building Permit , ♦• (Complete W City of P UBLI C WORK SINGLE FAARLYIDUTLEX Date: ATTENTION: BUILDING DfVISION L,oeation: I have reviewed the submitted application documents to constru a located at the above referenced address, Please note the comments -,-hcek�belo�w�� 1-0 Drainage: a. Drainage Letter & flan required: b. Site drainage/grading plan have been reviewed and are: z. jZ 3. A _. w Signa'ture Date Yes No APPROVED: The Public Works Department has reviewed the submitted material and hereby approve's this Pennit Application, subject to the stated requirements and/o attached stil 6. l : The public Works D epartment has reviewed the submitted material and noes not approve this Pen-nit Application for the stated reason(s): Signature D avid F. Brossman, P.L.`s. Tat 6. Stipulations: 7. 4 A Drainage Certification Letter accompanied bar As-Built plans from the Engineer-of-Record shall be required prior to the issuance of the Certificate of O ccupancy. ANY RESULT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERA41T PRIOR To THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY ReT 06/2013 City of ��'rwh6atRijge 8 LIC WORKS Single Family _ Commercial Develop mess tReylew Proctaing.EW ....... ......... ...... $100 00 (Required of all projects for document processing) 131:11 # Res ubmittal Fees: TOTAL REVIEW FEES (due at time of Building Pernut issuance): PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THFRE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTjON OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY, wwN% I City ()f h 6 at f k 9 DATED: —4zV2Qa5L ADDRESS: M �F,4M �11-y Prior to any construction commencin th Citys representative will co an onsite inspection to determine the existing condition(s) of the public improvemeirts, ,, LWAkylk" If you have any questions, please contact Meat 303.235.2864. EMM David F. Brossman, P.L.S. Development Review Engineer IN -jr J& Nk M I NO NO tM NT��LLC 1553 Platte Street, Suite 100 Denver, Colorado 80202 M-7-AMMAM. Mr.= V 6 Purpose 2180 South Ivanhoo Street, Suitc-, 5 Donvor, Colorado 80222-5710 303-759-8100 Fax 303-756-2920 wwwagwassenaar,com November 29, 20 KE J. I he tield exploration inclu corners of the anticipated building footprint to depths of approximately 19 to 25 feet. The subsurface materials encountered consisted of: 0' to 4' �10 s Clay, stiff, silty, sandy, slightly APPROVED Claystone (bedrock), hard, silt sand)6,A"tkfV0JPw4"L olive i l� Wheat Ridge Bufldimj Dept. Date, A, Ian Checker M NT Dwellings, LLC *e i November 29, 2013 Page 2 M * ! Depth to water: Boring 1: Dry at the time of drilling 12Y2 feet 2 days after drilling excavaTions on suitable materials as anticipated for design purposes. rvfjecl p."FFTI*e1 November 29, 2013 Page 3 OF MY - e s7ora T DWI-eXI ii I " - a joint which allows free vertical movement • the slab, IM A- ON MOO a isw $4, MOH RII I I W. i MI 11061 11, 1 M I I PON III 1 11 " 111111 111 1 � 1'4 *M011 p 1 1 1 111 1 i I REMMEM MHMs • 41��Wlwl I i I QJFM XIM-Prof I T'Tf'F'*; November 29, 2013 Page 4 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 November 29, 2013 Page 5 The wetting of foundation soils and/or bedrock materials which causes heave may be reduced by carefully planned and maintained surface drainage, The following recommendations should be implemented during construction and maintained by the Homeowner after the residence is completed: Excessive wetting or drying of the open foundation excavation should be avoid as much as practical during construction, I 8, Plastic membranes should not be used to cover the ground surface immediately surrounding the foundation. These membranes tend to trap moisture and prevent normal evaporation from occurring. We recommend the use of a weed suppressant geotextile fabric, NT Dwellings, LLC �W # ect November 29, 2013 Page 6 # � ! MIA-Imult.-MI 221 11�# # ## `• Sincerely, �O Rlz V" R k G� EN 0731 low SL OP E GRAVITY OUTLET AND/OR TO SUMP WHERE WATER CAN BE REMOVED BY PUMPING B OTTOM O MINIMUM OF R FOO a M R m 10 BACKFILL r -r .; • lo =0 9-11 1 101F-111 1 AN D a� LIU 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 8" BELOW BOTTOM OF F001ING OR PAD FOOTING FOUNDATION FTG -5 INT CRAWL TYPICAL INTERIOR DRAIN DETAIL MARCH 2006 FIGURE 1 a ,q W Denver, Colorado 80207 533mmmum 0 kv LN 0 5 ;m call �54 2 ti gg� Cl rx fft 'A ol IL kv LN 0 5 ;m call 2 gg� Cl rx 'A ol IL �aa 53 G,E Fs 2 IL s SL r a mmm m m g I 1-0 11 I 1-0 11 Date: January 10, 2014 Rating No. Simulated Performance Analysis Building Name: New Town Builders Rating Org.: EnergyLogic, Inc Ownees Name: New Town Homeowner Phone No.: 970.5323220 1,800315.0459 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: 01110114 AqiqingInform #ion: This information does not constitute any warranty of energy cost or savings. 0 1985-2013 Architecture[ Energy Corporation, Boulder, Colorado, 7 ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 2 1. Wall: x6 16oc BF/R23 GI (616 s.f), Between conditioned space and ambient R-0.0 continuous insulation, R-23.0 cavity insulation, Name: Front 2x6 Insulation Grade: 1 11 111 Face / Inset Comments/Location Z Wall: x4 16ocFB/R13G1 (770s.f.), Between cond and another coed unit (adiabatic) R-0,0 continuous insulation, R -13.01 cavity insulation. Name: Left 2x4 common Insulation Grade: 1 11 111 Face / Inset Comments/Location 1 Wall: x6 16oc BF/R23 G1 (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 G1 (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 / 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: I It III Face I Inset Comments/Location Windows and Skylights: 1. Window: Low 30/30 (139 s.f., South), U-Value: 0.300,SHGC:0,300 For windows without labeled 1.1-factors, describe features: Name: Front 2x6 Orientation: South Comments/Locaton Z Window: Low E 30130 (98 s,f., North), U-Value: 0,300, SHGC: 0,300 For windows without labeled,Ufactors, 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 New Town Builders Page 3 Comments/Location 3, Window Low E 30130 (84 s.f,, East), UA/alue: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: Right 2x6 Orientation.' East Comments/Location I#= Door: R 6.2 no storm (22 st), R-Value 6.2 Comments/Locafion 31� 1 Comments/Location I Floor. F-Glass 16oc 12" G1 (469 s,f), Between conditioned space and garage R-0.0 continuous insulation, R-50A cavity insulation, Name: Garage Insulation Grade: I It III Face / Inset Comments/Location 2. Floor: F-Glass 16oc 12" 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 1 Slab. RI0-SI0'w/R10-P18"GI (213 0.) R -1 perimeter insulation, R -1 under stab Insulation. Name: Slab 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 4 I Joist Ambient (92 s,f,), Between conditioned space and ambient R-0,0 continuous insulation, R -1 cavity insulation. Name: Ambient Insulation Grade: 1 11 111 Face / Inset CommentslLocation Z Joist: Party (46 sfl, Between coed and another coed unit (adiabatic) R-0.0 continuous insulation, 8-1 cavity insulation. Name: Party Insulation Grade: 1 11 111 Face / Inset Comments/Location — Mechanical Equipment: 1. Heating: Fuel-fired air distribution, Natural gas, 92.1 AFUE. Make and Model Number: EMPIRE I! I I I I I 1 11 1111111111111 - I 11!11!11111:: 11! jijjj�� Make and Model Number� Make and Model Number: Mechanical Ventilation System: Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Exhaust Only, 46 c1m, 24.0 hrs/day, 15,0 wafts. System description(make): M Air Leakage Control: Blower Door Test at Final House is air-sealed so as to achieve 3.00ACHSO 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 IECC, NOWIlLVA ra 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. s •. Duct Leaka an Insulatio • Total Duct Leakage # f# RE Q UIREMENTS 12009 IECC Rough in T AHU. Total Duct Leakage 6 CFM25 100 sq ftCFA # #+ •e • w ,r^ � tee^ w • •ww ## 2012 IECC Postconstruction Leakag Te ToW Duct Leakage— ## sq ftCF 2 012 IECC Rough + T otal Duct Leakage <= 4 CFM25 ## w ft CFA, 2012 IECC Rough in Test wbout AHU: Total Duct Leakage <= 3 CFM25 / 100 sq it CFX #r Resi REM/Rate - ♦ A and R S This inf orma t ion does not c o ns tit u t e w.: e ner g y 1. e.. savings 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado. Date: January 10, 2014 Property: 1120 End Perrins Row Rater's Name: Wheatridge, CO 80033 Builder's Name: New Town Builders Building Name: New Town Builders Rating No.: Simulated Performance Analysis Rating Org.: EnergyLogic, Inc Rater's Name: Peter Oberhammer Rater's ID: 9189857 Rating Date: 01/10/14 Projected Rating: Based on Plans - Field Confinnation Required. Normalized, Modified End-Use Loads (MMStutyear) ENERGY STAR As Designed Heating: 19.8 16,5 Cooling: 9.8 7.2 Water heating: 11.0 10.8 Lighting &Appliances: 191 202 Total: 59,8 543 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 <= HERS Index of Reference Design Home AND HERS Index <= HERS Index Target to comply. --- ts .. ...... .... .. This home MEETS OR EXCEEDS the energy efficiency requiremen for designation as an EPA ENERGY STAR Version 3 Qualified Horn This information does not constitute any warranty of energy cost or savings. 0 1985-2013 Architectural Energy Corporation, Boukler, Colorado. ENERGY STAR REPORT New Town Builders Page Type of Emissions Date: January 10, 2014 Property: 1120 End Perrins Row Raters Name: Wheatridge, CO 80033 Builder's Name: New Town Builders Building Name: New Town Builders Rating No,: Simulated Performance Analysis Rating Org.: EnergyLogic, Inc Raters Name: Peter Oberharnmer Raters ID 9189857 Rating Date: 01110/14 R-38 Blown Attic G1 U =0.026 None None x6 16oc BF/R23 G1 U=0.055 None None F-Glass 16oc 12" GI U=0,024 RI0-S10`w/R10-P18"G1 U=0.044 Air conditioner, 30.0 k8tuh, 13.0 SEER, Conventional, Gas, 0,62 EF, Heat Cool=Yes Exhaust Only: 46 cfm, 15.0 watts, 0,16 Low E 30/30 0.300 I rOOCFNI @ 25 Pascals 1,00 CFM @ 25 Pascals Lights and Appliances Percent Interior Lighting: 90.00 Clothes Dryer Fuel: Electric Percent Garage Lighting 0.00 Clothes Dryer ER 2,67 Refrigerator (kWh/yr): 775,00 Clothes Washer LER: 704.00 Dishwasher Energy I I I 11 Factor: I 1 0.6 1 0 Clothes Washer Capacity: 2.87' Ceiling Fan (cfm/Waft): 0.00 Range/Oven Fuel: Electric ---------- REM/Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado, ENERGY STAR VERSION 3 HOME VERIFICATION SUMMARY I . I . , 0 I This home MEET$ OR EXCEEDS the E r quirements for an ENERGY STAR Home. HERS Index w1b PV <= HERS Index of Reference Design Home AND HERS Index — HERS Index Target to comply, . ......... . ..... -- .. . ..... ... ........... .. . . ---- - ... .. ..... REMIRate - Residential Energy Analysis and Rating Software 04.3 . 0 . �AJMMUI Uffl#Tr;NMM1jj1R1L#V!A QnergyLogic analysts. Insight. answers. Rating No,: Simulated Performance Analysis 2009 IECC ANNUAL ENERGY COST COMPLIANCE Rating Org,: 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 .800.315.0459 Property: 1120 End Perrins Row Mater's Name: Peter Oberhammer 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: 1120 End Perrins Row.bIg Rating Date: 01/10114 Annual Energy Cost 2009 JECC As Designed Heating: 443 361 Cooling: 93 102 Water Heating. 184 184 Sub - Used to Determine Compliance: 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 116 1 W W I- OW 1. # - NIZZIEL , In; , SAV14 ' #1#11r4 , Ifit'an - 3= Rnmllmzt 1 # N 11 0- - -11 W- MOW W I I 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. 2009 IECC ANNUAL ENERGY COST COMPLIANCE sag= REM/Rate - Residential Energy Analysis and Rating Software v14.3 �Am rx-14MR I I lanergyLogic analysts. Insight. answers. 2012 IECC ANNUAL ENERGY COST COMPLIANCE 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 1,800,315.0459 Property: 1120 End Perrins Row Raters Name: Peter Oberharnmer Address: Wheatridge, CO 80033 Rater's No.: 9189857 Builders Name: New Town Builders 0 0 Weather Site: Denver, CO Rating Type: Based On Plans File Name: 1120 End Perrins RowbIg Rating Date: 01110/14 Annual Energy Cost Window 11- Factor Check (Section 402.5) Window U-Factor (Design must be equal or lower): 0,480 0.300 Home Infiltration (Section 402,412): 2012 IECC As Designed Pleating. 347 361 Cooling: 117 112 Water Heating: 184 184 SubTotat - Used to Determine Compliance: 648 657 Lights &Appliances: 678 672 Photovoltaics: -0 -0 Service Charge: 0 0 Total: 1326 1329 Window 11- Factor Check (Section 402.5) Window U-Factor (Design must be equal or lower): 0,480 0.300 Home Infiltration (Section 402,412): PASSES Duct Leakage (Section 403.2.2): PASSES Mechanical Ventilation (Section 403.5) PASSES Conservation ode based on a climate zone of 5B. M= 0 0. M # er 703ZIR-ITOR-4 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 im REM/Rate - Residential + and Rating Software 5 0teve New Town Builders It 20 End Parties Row Conditioned Area: 1633 sq. it, HouseType: Townhouse, inside unit Conditioned Volume: 17330 cubic ft. Foundation: Slab Bedrooms: 3 Rating Ordered For New Town Homeowner WINMENIMENEEMEMMEM Estimated Annual Energy Cost Heating: Fuet-fired air distribution, Natural gas, 92,1 AFUE, Use MmBtu Cost Cooling: Air conditioner, Electric, 13.0 SEER, 24% Water Heating: Conventional, Natural gas, 0.62 EF, 40,0 Gal. Hot Water 18,8 $184 Duct Leakage to Outside: 1.00 CFM25, 54% Ventitafion System: Exhaust Only: 46 can, 15,0 watts, Service Charges Programmable Thermostat: Heating: Yes Coating: Yes 100% Ceiling Flat: R-38, R-30 Slab: 8-10.0 Edge, R-10,0 Under Sealed Attic: NA Exposed Floor, R-50 Vaulted Ceiling: NA Window Type: Low E 30130 Above Grade Walls: R-23 infiltration Rate: Htg: 3,00 Clg: 3,00ACHSO Foundation Walls: NA Method: Blower door test Registry 10: RathigNumber. Simulated Performarice Analysis Certified Energy Rater: PeterOberhammef Rating0atw 01/10114 Rating Ordered For New Town Homeowner WINMENIMENEEMEMMEM Estimated Annual Energy Cost Based On Plans Use MmBtu Cost Percent Heating 29.3 $303 24% Cooling Hot Water 18,8 $184 15% Lights/Appliances 202 $672 54% Ph0t0V0ftaiCS -OD $_0 -0% Service Charges Total 70.8 $1244 100% WXaRXJT*TJTX'7 criteria for all of the following' EPA ENERGY STAR Version 3 Home W11PAMMM TITLE Peter Oberhammer Company EnergyrLogic Address PO Box N Jr*-Stp OLIVA- Phone # 970556,0446 Fax # Building Name: New Town Builders Rating Org.: Owner's Name: New Town Homeowner Phone No.: Property: 1119 End Perrins Row Rater's Name: Address: Wheatridge, CO 80033 Rater's No,: Builder's Name: New Town Builders Weather Site: Denver, CO Rating Type: File Name 1119 End Perrins Row.big Rating Date: EnergyLogic, Inc 970,532,3220 1,800,315.0459 Peter Oberhammer 9189857 Z Attic: R30 Blow Open GI (58 sJ) R -1 continuous insulation, R -1 cavity insulation. Name: Flat edge Insulation Grade: I It III Above-Grade Walls: R /Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. 0 1985-2013 �chftectyra Energy,Corporation, Boulder, Colorado, 4- P Comments/Location 2, Wall: A 16ocFB/R13G1 (743s.f), Between coed and another cond unit (adiabatic) R-0.0 continuous insulation, R -13.0 cavity insulation, Name: Left 2A common Insulation Grade: I It fit Face / Inset Comments/Location 3, Wall: A 16oc BF/R23 GI (400 sf), 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: A 16oc BF/R23 G1 (763 sf), Between conditioned space and ambient R-0.0 continuous insulation, R-23,0 cavity insulation. Name: Right 2x6 Insulation Grade: I If III Face / Inset Comments/Location 5, Wall: x6 16oc BF/R23 GI (20 sf), 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 sf), 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 MA ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 3 Comments/Location 2. Window 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/Location 1 Window: Low E 30 / 30 (88 s,f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled LI-factors, describe features: Name: Right 2x6 Orientation: East Comments/Location Doors- 1 , Door: R 6.2 no storm (22 s,f.), R-Value 6,2 Comments/Location Z Floor: F-glass 16oc 12" GI (25 s,f,), Between conditioned space and ambient conditions 8 -0.0 continuous insulation, R-50.4 cavity insulation. Name: Cant Insulation Grade: 1 11 111 Face 1 Inset ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 4 Comments/Location 2. Joist: Party (41 s,f), Between coed and another coed unit (adiabatic) R40 continuous insulation, -1 cavity insulation, Name: Party Insulation Grade: I If III Fare / Inset Comments /Location Mechanical Equipment: 1. Heating: Fuel-fired air distribution, Natural gas, 92.1 AFUE, Make and Model Number: ( ) 2. Cooling - Air conditioner, Electric, 13,0 SEER� Make and Model Number ( 1 3. Water Heating: Conventional, Natural gas, 0,62 EF, 40,0 Gal. 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: 748) Visual inspection at rough for mandatory code air barrier and insulation features. REM/Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado, 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 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 F " -- " - "" — ----- - --------- ------------- ---- 2009 IECC Postconstruction Leakage Test: Duct Leakage to Outdoors — 8 CFM25 / 100 sq ft CFA. 2009 IECC Rough in Test with AHU: Total Duct Leakage — 6 CFM25 / 100 sq ft CFA, 12009 IECC Rough in Test wboutAHU: Total Duct Leakage <= 4 FM25 / 100 sq It CFA .... . ..... . - - ------ -------------------------- - - - -- _._.._- 012 1 2012 IEC Dough ,n Test wrth AHU. Total Duct Leakage �` 4 FM25 l 100 sq ft CFA. This information does not constitute any warranty of energy cost or savings, 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado. A 5 ENERGY STAR VERSION 3 HOME REPORT Date: January 10, 2014 Rating No,: Simulated Performance Analysis Property: 1119 End Perrins Row Rating rg.: EnergyLogic, Inc Wheatridge, CO 80033 Rater's Name: Peter Oberhammer Builder's Name: New Town Builders Raters ID 9189857 Building Name: New Town Builders Rating Date 01/10/14 Projected Rating: Based on Plans - Field Confi rmation Required. Normalized, Modified End-Use Loads (MMBtulyear) ENERGY STAID As Designed Heating: 181 16.4 Cooling: 8,2 63 Water heating: 9.4 91 Lighting &Appliances: 16.7 17.9 Tote 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 w1b PV — HERS Index of Reference Design Home AND HERS Index < HERS Index larget to comply. This home MEETS OR EXCEEDS the energy efficiency requirements for designation as an EPA ENERGY STAR Version 3 Clualified Home. - ----- - ---- -- ------- Xv, W 7 rpar..' This information does not constitute any warranty of energy cost or savings. 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado. ENERGY STAR VERSION 3 HOME REPORT New Town Builders Page Date: January 10, 2014 Rating No.: Simulated Performance Analysis Property: 1119 End Perrins Row Rating Org, EnergyLogic, Inc Ceiling Fan (cfm/Wl Wheatridge, CO 80033 Raters Name: Peter Oberhammer Builder's Name New Town Builders Rater's ID: 9189857 Building Name: New Town Builders Rating Date: 01/10/14 Ill allijill 111111111 illlli� illlll� iiiiiii � ;111111111111 711 Pilill 111111111 lll�lil 1111 11!1111 Jill Fuel-fired air distribution, 55,0 kBtuh, 921 AFUE, Air conditioner, 30.0 kBtuh, 13.0 SEER, Conventional, Gas, 0,62 IJ Heat- Cool -Yes Exhaust Only: 46 c1m, 15.0 watts. Lights and Appliances Percent Interior Lighting 9000 Percent Garage Lighting: 0 00 Refrigerator (kWh/yr)" 775,00 Dishwasher Energy Factor: 0.60 Ceiling Fan (cfm/Wl 0.00 Clothes Dryer Fuel Electric Clothes Dryer EF 2.67 Clothes Washer LE: 704D0 Clothes Washer Capacity: 2.87 Range/Oven Fuel: Electric REM/Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. 0 1985-2013 Architectural Energy Corporation, Boull Colorado. ENERGY STAR VERSION 3 HOME VERIFICATION SUMMARY New Town Builders Page 2 Note \Nhere feature level varies in home, the dominant value is shown. This home MEETS OR EXCEEDS the EPNs requirements for an ENERGY STAR Home. HERS Index w1b PV — HERS Index of Reference Design Home AND HERS Index — HERS Index Target to comply. Building Name: New Town Builders Rating Org.: EnergyLogic, Inc Owner's Name: New Town Homeowner Phone No, 970.532,3220 1 M0315.0459 Property: 1119 End Perrins Row Rater's Name: Peter Oberharnmer Address: Wheatridge, CO 80033 Rater's No,: 9189857 Builder's Name: New Town Builders Weather Site: Denver, CO Rating Type: Based On Plans File Name: 1119 End Perrins Row.bIg Rating Date: 01/10/14 Annual Energy Cost ($) Heating� Cooling: 2009 IECC 409 77 160 As Designed 356 90 160 SubTatal - Used to Determine Compliance: 647 606 Lights &Appliances: 599 597 Photovoltaics: -0 -0 Service Charge: 0 0 Total: 1246 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 403.2,2): PASSES ME - ..� M= I UZ - This information does not constitute any warranty of energy cost or savings. 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado, din 1 S ..wf .N Building Name New Town Builders Rating Org,: EnergyLogic, Inc Owner's Name: New Town Homeowner Phone No.: 970.532,3220 1 Z00315,0459 Property: 1119 End Perrins Row Raters Name: Peter rhammer Address: Wheatridge, CO 80033 Raters 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 Annual Energy Cost 2012 IECC As Designed A. Heating: . .... . ...... 327 356 Cooling: 97 100 Water Heating: 160 160 SubTotal - Used to Determine Compliance: 686 616 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 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 Conservation Code based on a climate zone of 58, Name: Peter Oberhammer Organization: EnergyLogic, Inc WMEM Design energy cost is based on the following systems: Heating: Fuel-fired air distribution, 55,0 kBtuh, 921 AFUE. Cooling: Air conditioner, 30.0 kBtuh, 13,0 SEER. Water Heating Conventional, Gas, 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. C 1985-2013 Architectural Energy Corporation, Boulder, Colorado, Qj; 5WV RI&I 1 000 New Town Builders Meatridge, CO 80033 Stars Plus Projected bating; Based on Plans, Fuld Confirmation Required Uniform Energy Rating System Energy Efficient 400 301 300-251 2 250 24� s . 200-151 3 St 50 9s?i s #00 1# 4 90 86 s 85-71 70 or tress � TIERS Index: Aft Efficient Name Compartsom 32 Better Registry 10: Rating Number: Simulated Performance Analysis Certified Energy Rater: Peter Oberhammer Rating bate: 07110114 Rating Ordered For: New Town Homeowner Estimated Annual Energy Cost Rased On flans Use MMBtu Cast percent Heating 29.1 $301 27% Cooling 22 $73 6 Not VVWer 16.4 $161 14% Lights(Appiiances 17.9 $597 53% Photovolta ic -0D $ -Q -0% Service Charges $0 0% Total 651 $1132 100% b Dale: 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.: 9M532,3220 1,800315.0459 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, CO Rating Type: Based On Plans File Name: 1116 Inside Perrins Row.big Rating Date: 01110114 Conditioned Area (sq ft): 1187 Conditioned Volume (cubic ft): 12880 Insulated ShellArea (sq ft): 3756 Wheat Ridge Building DOP3rtmOnt REM/Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings, 03198842013 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST New town Builders Page 2 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 Grader I It III Face / Inset Comments/Location 2, Wall: x4 16oc FB/R1 3 GI (1596 s.f.), Between coed and another coed 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, 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: 1 11 111 Face/Inset Comments/Locafion-.—. 4, Wall: x6 16oc BF/R23 GI (80 0.), Between conditioned space and ambient R-0,0 continuous insulation, R-23.0 cavity insulation. Name: Right 2x6 Insulation Grade: I H III Face / Inset Comments/Location 5, Waft: x6 16oc BF/R23 G1 (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 / Inset Comments/1-ocation Windows and Skylights: 1. Window; Low E 30/30(102 s.f., South), U-Value:0,300,SHGC:0,300 For windows without labeled U-tactors, describe features: Name: Front 2x6 Orientation: South Comments/Location 2, Window: Low E 30130 (43 s.f., North). U-Value: 0.300, SHGC: 0.300 For windows without labeled Lf-factors, describe features: Name: Back 2x6 Orientation: North ------- - --- 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 T' wn Builders Page 3 Comments/Locafion 1 Window: Low E 30 / 30 (12 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 r.. Door: R 6.2 no storm (22 sfl, R-Value 6.2 Comments/Location 11 2. Door: R 5 Garage Entry (22 s,f,), R-Value 5.0 Comments/Location Frame Floors: I Floor: F-Glass 16oc 12" GI (318 s.f.), Between conditioned space and garage R-0.0 continuous insulation, 8-50.4 cavity insulation. Name: Garage Insulation Grade: 1 11 111 Face / Inset Comments/Locato 2. Floor: F-Glass 16oc 12" G1 (35 s.Q, Between conditioned space and ambient conditions R-0.0 continuous insulation, R-50A cavity insulation, Name. Cant Insulation Grade: 1 11 111 Face! Inset Comments/L•cation RIMS I Slab: R10-S10'w/R10-P18"G1 (172 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 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 age New Town Builders P 4 Joist Ambient (90 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R -1 cavity insulation. Name: Ambient Insulation Grade 1 11 111 Face / Inset Comments/Location 2. Joist: Party (40 s,f), Between cond and another coed unit (adiabatic) R-0.0 continuous insulation, R -1 cavity insulation. Name: Party Insulation Grade: I I[ III Facet Inset Comments/Locatio Mechanical Equipment: I I I , , Heating: Fuel-fired air distribution, Natural gas, 921 AFUE. Make and Model Number Cooling: Air conditioner, Electric, 13.0 SEER_ Make and Model Number 11 3 Water Heating: Conventional, Natural gas, 0,62 EF, 40O Gal Make and Model Number� Mechanical Ventilation System: Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Exhaust Only, 34 cfm, 24,0 hrs/day, 15.0 watts. qystem 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. INFILTRAMON REQUIREMENTS FOR IECC. 200• IECC Infiltration limit for the design home is 7 ACHSO, 7701 IECC Infiltration limit for the design _ho_m_e REM/Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy is or savings. 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado, ENERGY CEDE INSPECTION CHECKLIST Duct Leakage and Insulation: (] Duct System 1 Leakage to Outside and "fatal Duct Leakage ( Duct System 1 Leakage to Outside is specified in REM/Rate at 1.000 CFM a 25 Pascals E Duet System 1 Total Duct Leakage is specified in REM /Rate at 1,000 CFM @ 25 Pascals 2009 JECC Postconstruction Leakage Test Duct Leakage to Outdoors 8 CFM25 / 100 sq ft CFA. fi" '• • •' • 11 1 r Ill j ill 2009 JECC Rough in TestwithoutAHU: Total Duct Leakage 4 CFM25 100 iq — ft — CFA, `r r e r- r M — Leakage 01 sq 2012 IECC Rough in Test with All Total Duct Leakage — 4 CFM25 / 100 sq It CFA. i — Rough • ut AHU: Total Duct Leakage <= 3 CFM251 100 Date: January 10, 2014 Property: 1116 Inside Perrin s Row Raises Name: VVbeatridge, CO 80033 Builder's Name: New Town Builders Building Name: New Town Builders Rating No.: Simulated Performance Analysis Rating Org.: EnergyLogic, Inc Raises Name: Peter Oberhammer Rater's ID: 9189857 Rating Date: 01/10114 ----- - ----- - Projected Rating: Based on Plans - Field Confirmation Required. Normalized, Moded End-Use Loads (MMBtulyear) ENERGY STAR As Designed Heating: Cooling: Water heating: Lighting ,Appliances: 1111M 11.6 8.3 6.8 4.9 9.4 9,1 15.8 17.1 43,6 39.4 HERS Index of Reference Design Home 74 67 HERS Index w/o PV 'HERS Index Target {S 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 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 An*sis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings, 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado, ENERGY STAR VERSION 3 HOME REPORT Type of Emissions REM/Rate - Residential Energy Analysis and Rating Software v14.3 (D 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 Rating No.: Simulated Performance Analysis Rating Org,: EnergyLogic, Inc Rater's Name: Peter Oberharnmer Rater's ID: 9189857 Rating Date: 01810114 lill''��I�''�ll K 1111 Air conditioner, 3►.0 kBtuh, 13.0 SEER Conventional, Gas, 0.62 EF Heat- Cool=Yes Exhaust Only: 34 c1m, 15.0 watts, 016 Low E 30 / 30 0,300 0.300 1,00 CFM @ 25 Pascals 1,00 CFM a 25 Pascals Lights and Appliances Percent Interior Lighting: 90.00 Clothes Dryer Fuel: Electric Percent Garage Lighting: 0,00 Clothes Dryer EF: 2.67 Refrigerator (kWh/ltr): 775.00 Clothes Washer LER: 704,00 Dishwasher Energy Factor: - 0.60 - Clothes Washer Capacity: 2.87 Ceiling Fan (cfm/Waft): 0.00 Range/Oven Fuel: Electric - — — -------------------------- REM/Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings, 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado, Min -AWWA MIA & AWWO] f act s 101 kyl 1=1:1 241061111001 ilk Bbill & I th M This home MEETS OR EXCEEDS the EPNs requirements for an ENERGY STAR Home. HERS Index w10 PV — HERS Index of Reference Design Home AND HERS Index <= HERS Index Target to comply. ------ ---- - ------ --- - - REM/Rate - Residential Energy Analysis and Rating Software v14.3 *aW January 10, 2014 Rating No,: Simulated Performance Analys]ij Building Name: New Town Builders Rating Org.: EnergyLogic, Inc Owner's Name: New Town Homeowner Phone No.: 970,532.3220 1,800315.0459 Property: 1116 Inside Perrins Row hater's Name: Peter Oberhammer Address: Wheatridge, CO 80033 Raters No.: 9189857 Builders Name: New Town Builders Photovoltaics. -0 Weather Site: Denver, CO Rating Type: Based On Plans File Name. Inside Perrins Row,bIg Rating Date: 01/10114 Annual Energy Cost ($) Window U-Factor Check (Section 402,5) Window U-Factor (Design must be equal or lower): 0.480 0,300 This home MEETS the annual energy cost requirements of Section 405 of the 2009 International Energy Conservation Code based on a climate zone of 5B. In fact, this home surpasses the requirements by 115W Name: PeterOberhammer Signature: Organization: EnergyLogic, Inc Date: January 10, 2014 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 Archtectural Energy Corporation, Boulifer, Colorado. 2009 IECC As Designed 256 189 Cooling: 65 69 Water Heating: 160 160 Used to Compliance: 41 Lights &Appliances: 569 568 Photovoltaics. -0 -0 Service Charge: 0 0 Total: 1062 986 Window U-Factor Check (Section 402,5) Window U-Factor (Design must be equal or lower): 0.480 0,300 This home MEETS the annual energy cost requirements of Section 405 of the 2009 International Energy Conservation Code based on a climate zone of 5B. In fact, this home surpasses the requirements by 115W Name: PeterOberhammer Signature: Organization: EnergyLogic, Inc Date: January 10, 2014 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 Archtectural Energy Corporation, Boulifer, Colorado. 2009 IECC ANNUAL ENERGY COST COMPLIANCE Hamm REM/Rate - Residential Energy Analysis and Rating Software 04.3 11101Wl at January 10, 2014 Rating No.: Simulated PerfbrmanoeAnaly-C Building Name: New Town Builders Rating Org.: EnergyLogic, Inc Owner's Name: New Town Homeowner Phone No.: 970.5323220 1 .800315.0459 Property: 1116 Inside Perrins Row Rater's Name: Peter Oberhammer Address: Wheatridge, CO 80033 Rater's No.: 9189857 Builders Name: New Town Builders Lights & Appliances: 569 Weather Site: Denver, CO Rating Type: Based On Plans File Name: 1116 Inside Perrins Row.blg Rating Date: 01110/14 Window U-Factor Check (Section 402.5) Window U-Factor (Design must be equal or lower): 0.480 0.300 Home Infiltration (Section 402.4.1.2) PASSES Annual Energy Cost ($) PASSES 2012 IECC As Designed Healing: 195 189 Cooling: 79 73 Water Heating: 160 160 _ Used to determine Compliance: 423 Lights & Appliances: 569 568 Photovoltaics: -0 -0 Service Charge: 0 0 1002 991 Window U-Factor Check (Section 402.5) Window U-Factor (Design must be equal or lower): 0.480 0.300 Home Infiltration (Section 402.4.1.2) PASSES Duct Leakage (Section 403.2,2): PASSES Mechanical Ventilation (Section 403.5): PASSES in ragLioa IA[a&3 T-M I a m mol sit] mool 11mi.1#11 2aj=11zR r.4# ILA I I r.] 11r.1 a INS 0 1= 3331�� REM/Rate - Residential Energy Analysis 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, 2 012 IECC ANNUAL ENERGY COST CO MP LI A NCE New Town Builders Page Win dow-to-FloorArea t t t. t t t t �'tt • t •t .s t t .. • , t , ttx * t t t� is .t •' te: t - t t * ' t . t .t R WRate - Residential Energy Analysis and Rating Software x14.3 i° 5ave Joe New Town Builders 1116 inside Perrins Row Conditioned Area: 1187 sq. ft. HouseType: Townhouse, inside unit Conditioned Volume: 12880 cubic ft. Foundatiow Slab Bedrooms: 2 Heafing� Fuel-fired air distribution, Natural gas, 92.1 AFUE, RatingNumber Simulated Performanto Cooling: Air conditioner, Electric, 13.0 SEER, vsulerf-featjnq� Conventional, Natural gas, 0,62 EF, 40S Gal. Rating Ordered For New Town Homeowner Duct Leakage to Outside: 1,00 CFM26. Ventilation System: Exhaust Only: 34 cfm, 15.0 watts. Use Mmetu Cost Prog olmg� Yes 17% Cooling Hot Water 16A $161 Ceiling Fiat: R-38, R-30 Slab: R-10,0 Edge, R-10.0 Under Seale♦Atdc� NA Exposed Floor R-50 Vaulted Colling ow Typo� Low E 30/30 Above Grade Wells: R-23 Infiltraten Rate: Htg 00 Clg ,00ACHSO Foundation Waits: NA Method Slower door test Registry 10. RatingNumber Simulated Performanto Analysis Corfified Energy Rater� Peter Oberhammer RafingDate: 01110/14 Rating Ordered For New Town Homeowner Estimated Annual Energy Cost Based On Plans Use Mmetu Cost Percent Hearing 15'a $156 17% Cooling Hot Water 16A $161 17% Lights Appliances 17A $568 60% Photovottaics -(L0 Service Charges $0 0% Total M2 $943 100% MIMMA111015SWAMENVANIMM This home meats at exceeds the minimum criteria for all ofthe following: EPA ENERGY STAR Version 3 Home 2006 International Energy Conservation Code 2009 international Energy Conservation Code 2012 International Energy Conservation Code TITLE Peter Oborhammer Company EnorgyLogic Address PO Box N ri tk-- - W Phone # 970,556,G446 Fax # T.TrOWAPERMN'S ROW HUNG NO, 2 SUBMISION\PERRIN'S ROW HUNG NO, 2 SUBDIVISION,dwg, 10, 2: 13: 12 PM, ALUSter I NT Perrins LLC PLOT PLAN 13 14 15 a j vl '14 LOTS 17 0 20 40 REVISIONS: LEGEND GENERAL NOTES: SUBDIVISION: PERRIN'S ROW FILING NO. 2 SUBDIVISION COUNTY: JEFFERSON CITY: WHEAT RIDGE TOS= TOP OF SLAB 1) PLOT PLAN NOT TO BE USED FOR EXCAVATION PLAN OR FOUNDATION LAYOUT, DENOTES GARAGE SLAB LOCATION AND ELEVATION 2) PLOT PLAN SUBJECT TO APPROVAL BY ZONING/BUILDING AUTHORITY PRIOR TO STAKEOUT, 3) EASEMENTS DISPLAYED ON THIS PLOT ARE FORM THE RECORDED PLAT AND MAY NOT INCLUDE ALL EASEMENTS OF RECORD. 6841 South Yosemite Street DRAWN BY: AL DENOTES TOP OF PORCH LOCATION AND ELEVATION 4) RECORDED PLAT PREPARED BY VALERIAN 5) LOT CORNER ELEVATION CHECK: NOT TAKEN UrV613yin g, Inc. Rpvc1alizinq Centenniol, CO 80112 USA Phone, (30�) 850-0559 Fax: (303) 850-0711 CHECK BY KP DATE: 1-14 0-27 6) THIS PLOT PLAN IS ONLY A REPRESENTATION OF THE PROPOSED LA-OUT AND DESIGN M Homo &Wdor Swvk" Skxe 1985, E-mail. infb*bjsurvey.net SHT, 1 OF I SUBJECT TO CHANGE AS VARIOUS CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION, SCAI NT P errins L N L C LOTS 17,24-26 ,gI aep,W 4rat Now T S TOP OF SLA t.9C DENOTES GARAGE SLAB LOCATION AND ELEVATIO DENOTES OTES T P OF PORCH LOCATION TIO AND ELEVATIO Y EAT R IDGE 3) EASEMENTS DISPLAYED ON THIS PLOT ARE FORM THE RECORDED PLAT AMD �Wf AM INCLUDE ALL EASEMENTS OF REC VA 4) RECORDED PLAT PREPARED By 5) LOT CORNER ELEVATION CHECK- NOT TAKEN Lpm 6) THIS PLOT PLAN IS ONLY A REPRESENTATION OF THE PROPOSED AND DESIGN SU TO CHANCE AS VARfOUS • • .N CONST s. !k �, m LOTS 17 REVISIONS: 1 1, OM ION PERRIN'S FLOW FILING ISO. 2 SUBDIVISIO GEN ERAL CITES; COUN TY: JEFFERSON CSI T RIDGE t) PL at PLAN NO To Or USED FOR EXCAVATION PLAN OR FOUNDAT0 LAYOUT- 2) PLOT PLAN SUEUECT TO APPROVAL By ZONING/SUILD' AUTHORITY PR'OR T i Y, SAL 3) EASEMENTS LAYER ON THIS PLOT ARE FORM THE RECORDED PLAT AND Mky NNOT 6841 Sou it t►' t USA 9 1t BY KP t L ALL R ) RECORDED PLAT PREPARED By VALERI T R r i , e. Centen i i, CO 801 Phone � 0 - 0559 Fox. �- 71 D ATE: 10 -27-1 LET ht R +TT ) THIS PLOT R 8a ONLY REPRESENTATION F" THE PROP ,, I # oii: in Hsu .rat t CrF � ... ,.,�. .�� 0* S UEUEDT To CHANC AS VARIOUS CONDITMS U T R D DURW3 N T T TOP OF SLAB 0 — DENOTES GARAGE SLAB LOCATION AND ELEVATION — DENOTES TOP OF PORCH LOCATION AND ELEVATIO LOTS 17,24-26 CITY OF WHEAT RIDGE PUBLIC WORKS. 9NMNeERiNG APPROVED FOR. COMMENr APPROVED Wh eat R idge Bu Ming Departr rov K G0FI ' di A7C — DATE V41 The issuance of a p Y mit or approvsj of p and amens shall not be a permft for, or an a pproval apt, any to MW of the provisions of the building rnd Or Of sny City ordiamuS. fs wesusra —, mr the f —vi . 8os Of + €s dIR�m� APPROVED SUbOd to Field In Whut Ridge Buildl D 4 , &sesnv �m xwxx® -•� Sig v Y 0 20 40 L EGEND T TOP OF SLAB 0 — DENOTES GARAGE SLAB LOCATION AND ELEVATION — DENOTES TOP OF PORCH LOCATION AND ELEVATIO LOTS 17,24-26 �n�#M M Square ft. Per Ton: 35,76 • t 35.76t 15,811 Btuh 100 -1,352 Btuh 0 15,811 Btuh 1 M am W#W111[1 Total Sensible Gain: Total Latent Gain: Total Cooling Required Including Ventilation Air: Tons (Based On Sensible + Latent) APPROVED Sub Ad to Field Inspe weanesday, November 20, 2013, 3:03 PM 3 ��: iw,� „ w , ,��t:.,�a»;, 71 r v�., .,1��1htT t�` t\:y�Sttli }4 t�t,S4� .it' �. x'i x; `v, u zi \lhivnl��i1� \. �n tl� �. \. il', na`i U� \tlt�i w , 1�d"�1 ,nt 61 05 3907 it 1 1 Sip Trunk Runputs Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 i n.wg,/l 00 ft. 0.1000 in,wg,/l 00 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in, Maximum Height: 0 in. 0 in. iiiS Winter Summer � Infiltrat 68 CFM 55 CFM Infiltration Actual: 0.352 AC/hr 0,302 AC/hr Above Grade Volume: X 13 W 47 Cu.ft, —13- -1 47 Cu.ft, 4,633 Cu.ft./hr 3,966 Cu-ft./hr 2K 0.0167 X-_0-0167 Total Building Infiltration: 77 CFM 66 CFM Total Building Ventilation: 0 CFM 0 CFM -- _ System 1--- Infiltration & Ventilation Sensible Gain Multiplier: 14.42 = (1,10 X 0.819 X 16,00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: -21.76 = (0-68 X 0.819 X -39,07 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier. 62.17 = {1.10 X 0.819 X 69.00 Winter Temp, Difference) Winter Infiltration Specified: 0.250 AC/hr (55 CFM) Summer Infiltration Specified: 0,250 AC/hr (55 CFM) 1 Supper Garage Open Crawl w M;e 8 247 Yes 1 R eturn Garage Open Crawl m 0.24 8 77.4 Yes 2 Return Attic Attic 16B 0.24 8 67.9 Yes Wednesday, November 20, 2013, 3:03 PM V Icif I I i I Z7.1 f iv Wednesday, November 20, 2013, T PM --- Duct Name: ST-270, Feeds Into: Living, Effective Length: 0.4 Trunk 0.0003 15.2 27 0.000 Up: ST-160 128 20 0.000 0.000 Rect 0.4 10 Presize M 0,000 38 2.1 0A51 0.349 ... Duct Name: ST-250, Feeds Into: Living, Effective Length: 1.6 Trunk 0M03 15.2 Up: T -190 287 OMO 55 20 Rect 0.010 0.000 1.6 10 Presize 398 7.9 0,0 0A52 0.000 0,348 -- -Duct Name: ST-240, Feeds Into: Living, Effective Length: 1.8 Trunk 0M03 15.2 156 OMO Up: ST -210 55 20 0.003 0.000 Rect 1.8 10 Presize 216 0.0 0.000 8.8 0.452 0.349 --- uct Name: ST-160, Feeds Into: Living, Effective Length: 1.0 Trunk 0.0003 15.2 Up: ST-240 55 86 MOO 20 Rect 1'0 10 OMI 0.000 Presize 119 5 0.0 0.451 0.000 0,349 -- -Duct Name: ST-130, Feeds Into: Living, Fitting: 8-B 3C, Effective Length: 10.8 Trunk 0M03 16 395 0.000 Up: T -120 55 18 0.015 0M2 Rect 0.8 12 Presize 593 10.0 0.002 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 0M1 Up: ST-130 128 54 0.011 0M5 Rnd 12.6 71 Presize 55 48.1 0M7 23.1 0A46 0.354 -- -[duct Name: ST-140, Feeds Into: Living, Effective Length: 2.7 Trunk 0M03 15.2 361 OMO Up: ST -130 55 20 0.015 0.000 Rect 2.7 10 Presize 502 0.0 0.000 13.3 0.452 0.348 --- Duct Name: SR-1 10, Supplies: Living, Fittings: 2-1, 4-AD, Effective Length: 74.2 Runout 0M03 7 206 0.001 Up: ST-250 128 5.4 0.011 0M7 Rnd 12.6 7.7 Presize 61,6 0M8 55 23.1 0A44 0.356 Wednesday, November 20, 20 13, 3:03 PM' ---Duct Name: H -120, Supplies: PWDR, Fittings: 2-1, 4-AD, Effective Length: 41.9 Runout 0.0003 4 436 0.011 Up: ST-270 128 3.1 0.083 0M3 Rnd 13.6 4.4 28,3 0.035 Presize 38 14.2 0.417 0.383 --Duct Name: ST-190, Feeds Into: Living, Effective Length: 1.9 Trunk 0.0003 15.2 338 OMO Up: ST-140 55 20 0.013 0.000 Rect 1.9 10 0.0 0.000 Presize 470 9,6 0.452 0.348 --- Duct Name: ST-210, Feeds Into: Living, Effective Length: 1.5 Trunk 0M03 152 221 OMO Up: ST-250 55 20 0.006 0.000 Rect 1.5 10 0.0 0.000 Presize 307 7.5 0.452 01.348 --- Duct Name: SR-220, Supplies: Kitchen/Dining, Fittings: 2-1, 4-AD, Effective Length: 68.7 Runout 0M03 7 341 0M2 Up: 5T -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 0M03 7 341 0.000 Up: ST-160 55 5.4 0.029 0.015 Rnd 1.1 7.7 510 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: T -110 55 18 0.015 0.000 Rect 0.7 12 M 0.000 Presize 593 33 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 0M1 Presize 593 31.7 0,455 0.345 -- -Duct Name: SIVIT-100, Feeds Into: Guest Entry, Fitting: I-H2, Effective Length: 99.1 Trunk 0.0003 16 484 0.000 Up: Fan 128 18 0.020 0.020 Rect 1.0 12 981 0.280 Presize 726 4.8 0.456 0.344 Y:\.,.\Plan 11 19.rhv Wednesday, November 20, 2013, 3:03 PM ___D Name: ST-120, Effective Length: 6.8 Runout 0.0003 Trunk 0.0003 16 395 0.001 Up: ST-220 55 18 9V5 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, Effective Length: 44.7 Fittings: 2-1, Runout 0.0003 6 265 0.001 Up: MT -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-190, Supplies: Guest Entry, Fittings: 2-1, 4-AD, Effective Length: 84.2 Runout 0.0003 8 424 0.005 Up: T -110 128 62 0.033 0.022 Rnd 16.6 8.7 67.6 0.028 Presize 148 34.7 0.429 0.371 -- -Duct Name: SR-140, 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 72 267 0.437 0,363 --- Duct Name: SR-150, Supplies: Master Bedroom, Fittings: 4-G, 2-1, Effective Length: $5.4 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 0A35 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 19 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 47 0.006 0.003 Rnd 9.8 6.6 467 0.003 Presize 26 15.4 0.448 0.352 Y:\,..\Plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM --- Duct Name: ST -110, Feeds Into: Guest Entry, Effective Length: 0.9 Trunk 0.0003 16 449 0.000 Up: SMT-100 128 18 0.018 0.000 Rect 0.9 12 0.0 0.000 Presize 674 4.6 0A56 0.344 anua Ducts�,pop� qqiL -- - Duct Name: SR-240, Supplies: Bedroom 2, Effective Length: 14.3 Runout 0.0003 7 142 0.001 Up: ST-130 55 5.4 O 006 0.000 Rnd 14.3 7.7 0.0 0.001 Presize 38 263 0.452 0.348 Report Units: Pressure� in,wg, Duct lengths: feet, Duct sizes: inch, Airflow: CFM, Velocity: ft./min, Temperature: F 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 totai static pressure loss of the return side, IN Total runout outlet airflow: 808 Main trunk airflow: 726 Largest trunk diameter: 16 ST -130 Largest runout diameter: 8 SR-190 Smallest trunk diameter: 152 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 -120 Overall total effective length ( ft.): 4032 Low to SR-120 Design overall friction rate per 100 ft.: 0.134 (Available SP x 100 TEL) System duct surface area (No Scenario): 136.I System duct surface area (Scenario 1): 247.3 Garage (Linked to duct load) Total system duct surface area: 383.4 Y:\ ... \Plan 11 19.rhv Wednesday, November 20, 2013, 3:03 PM I -- - Duct Name: SR-180, Supplies: Bedroom 2, Fittings: 2-1,4-G, Effective Length: 71.6 Runout 0,0003 7 142 0=1 UP: ST-250 55 5.4 0.006 0.004 Rnd 143 7.7 57.4 0.004 Presize 38 25.1 0.447 0.353 ...Duct Name: Main Low, Returns From: Living, Fittings: 6-H, 6-B, Effective Length: 88.2 Runout 0.0003 16 287 0.000 Up: RT-120 75 18 0.008 0.007 Rect 0.9 12 87.3 0.007 Presize 430 4.5 -0.010 0.007 --- Duct Name: RT-140, Effective Length: 5.5 0,010 --- Duct Name: Low, Returns From: Guest Entry, Fittings: 6-C, 6-G, 12-S, 8-A2, 8-A2, Effective Trunk 0.0003 16 472 0,001 Up: RT-1 10 75 18 0,021 0.000 Rect 5.5 12 0.0 0,001 Presize 708 27,5 -0,020 0.012 -- -Duct Name: RMT-100, Feeds From: Guest Entry, Fittings: 5-N, 5-0, Effective 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 0.064 -- -Duct Name: RT-1 10, Feeds From: Guest Entry, Effective Length: 1.0 - -Duct Name: Mstr Ceiling, Returns From: Master Bedroom, Effective Length: 13.1 Trunk 0.0003 16 539 0.000 Up RMT-100 75 18 0.026 0.000 Rect 1.0 12 0.0 0.000 Presize 808 5 -0,021 0.063 -- -Duct Name: RT-120, Effective Length: 8.1 Trunk 0.0003 16 472 0.002 Up: RT-140 75 18 0.021 0.000 Rect 8.1 12 0.0 0.002 Presize 708 40.4 -0.018 0,010 --- Duct Name: Low, Returns From: Guest Entry, Fittings: 6-C, 6-G, 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 73 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-1 20 0 0 0.000 0.000 Rect 03 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 Y:\...\Plan 11 19,rhv Wednesday, November 20,2013,3:03 PM C " Wnual D Ductsize DaM 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, a. 7"r . .. ........ u b 7 'e tr unk s . �er of activ - t'v Number of active runouts: 4 MAIM Main trunk airflow: II Largest trunk diameter: 16 RT-140 Largest runout diameter: 16 Main Low Smallest trunk diameter: 0 RT-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 (Linked to duct load) System duct surface area (Scenario 2). 67.9 Attic (Linked to duct load) Total system duct surface area: 158.9 rinvac is an AUUA approved ITIanual J and ffianu"(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:\ .,.\Plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM ... Duct Name: Hall Ceiling, Returns From: Hall, Fittings: 6-C, 6-L, Effective Length: 29.9 Runout 0.01 8 292 0.005 Up: FIT' -120 75 6,2 0.030 0.004 Rnd 16.0 8.7 119 0.009 Presize 102 33.5 -0.009 0.009 New Town Door: Door-R=2,85 59.6 ,F.- -- 1,440 w 0 v,vvv 459 IJV ZJ 459 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 1098.8 4,928 0 808 808 cavity, no board insulation, siding finish, wood studs 12D-Osw: 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 168-38-zd- Roof /Ceiling -Under Attic with Insulation on 42.5 76 0 51 51 Attic Floor (also use for Knee Walls and Partition Ceilings), vented attic, no radiant barrier, R-38 insulation, dark membrane 16B-38: Roof/Ceiling-Under Attic with Insulation on Attic 587,3 1,054 0 703 703 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 2213-1 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 covering ry Subtotals for structure: 22,253 0 10,169 10,169 People: Equipment: 3 600 690 1,290 Lighting: 0 0 1,200 1,200 Ductwork: Infiltration: Winter CFM: 77, Summer CFM: 66 6,411 4,801 -514 -1,438 0 2,391 952 0 1,877 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 -486 0 Humidification (Winter) 6.28 gal/day: 2,304 0 0 0 AED Excursion: 0 0 410 410 Total Building Supply CFM:__ 684 Square ft. of Room Area: 1,373 Volume (ft ,3 ) of Cond, Space: 13,147 Total Sensible Ga , in: Total Latent Gain: Total Cooling Required Including Ventilation Air: • t.. , rrri e-er z:>quare Tt.: Square ft. Per Ton: j 7g," ,769 Btuh 35.769 15,811 Btuh 100 -1,352 Btuh 0 15,811 Btuh 132 -1,352 15,811 14,459 m M Tons (Based On Sensible + Latent) Rhvac is an ACCA approved Ma_n_ua1J a_r" - manual i5 computer program. Calculations are performed per ACCA Manual J 8th Edon, 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 your design conditions. T:\ _Nrian i i iv.rnv Wednesday, November 20, 2013, 3:03 PM ------------- - ------- Cooling System Type: Standard Air Conditioner Outdoor Model: CA13NA018 " * * *(A S) Indoor Model: CNPV*2417A**+TDR Tradename: 13 SEER PURON AC Outdoor Manufacturer: CARRIER AIR CONDITIONING AHRI Reference No.. 4540727 Nominal Capacity: 18000 Efficiency: 13.2 SEER Heating System Type: Natural Gas Furnace Model: 59SC2B060S1 7-16 Tradename: Carrier Manufacturer: CARRIER CORPORATION Description: Natural Gas or Propane Furnace Capacity: 56000 Efficiency: 92.1 AFUE r :\ ...!Plan 1119.r v Wednesday, November 20, 2013, 3:03 PIVIi, df 5.+*t f # L.. V'Gia� �l.+T:ld`� �ld'tiir7L . #Ct M ! � i�[i 1 5J4«✓Gw''Git 4:✓. __..... __.._.,.,,.__,. _ ...........„.._...._.. S ------------------------- Doom Length: 144.9 ft. 1 � System Number; 1 Doom W'sdth: 1.0 ft. done Number: 1 A rea: 145.0 sqft. Supply Air: Ceiling Height: 10.0 ft. 148 CFM Volume: Supply Air Changes: 6.1 AC/hr Number of Registers: 1,449.0 cu.ft, Req. Vent, CIg: 0 CFM 1 Actual Winter Vent.: 0 CFM Percent of Supply': 0 % Actual Summer Vent,: 0 CFM Percent of Supply: 0 % Actual Winter Infil,: 14 CFM ��„ ? ..,, a a, �„ u ti�t�tn�i ��¢'�1i}: ? '��> 4�att }? .a,,�,t��`�Yut 'i. t\ Actual Summer Infil.: 12 CFM 6. 0. 92 S - Wall- 12F -0s 5,5 X 10 45 0. 42 33 W Wall- 12F -{?s 7.7 X 1 0 52.7 0.066 4Z 236 0,7 0 39 N -Wall-I 2D_Osw 12. X 1 0 126.7 0.086 5.9 752 1�3 17.8 0.350 24.2 E -Door-New Town Door 2.7 X 6,7 169 W -Door-New Town Door 3 X 8 24 0.350 242 580 7.7 430 71 0 0 137 W -GIs-New Town Window shgc- 0 185 0.3 O%S 10 0.300 20,7 207 33.2 0 332 S -GIs-New Town Window shgc- 10 0.300 20.7 0.30%S 207 M7 0 167 Floor-22B-1 0 47 ft, Per. 47 0.481 33.2 1 M 0 0 Subtotals for Structure: Infil.. Win.: 13.8, Sum,: 11,8 468 4,991 0 1,196 Ductwork: 1.825 855 0.363 -256 170 1 AED Excursion: 1,385 251 Room Totais- 43 7,231 -256 1,660 SS Y` ! ... \Plan 11 19.rhv Wednesday, November 20, 2013, 3:03 PM se a culation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: iom 2 - La, 5.7 t 7.2 k 41 sq,ft, 10.0 t 407.O cuft 1 Occurrences: System Number: Zone Number: Supply Air: Req. Vent. Cig: Actual Winter Vent.: Percent of Supply. 52 CFM 7.7 AC/hr 0 CFM 0 CFM 0 % 0 CFM 0 % 5 CFM 5 CFM I S -Wall-I 2D-Osw 7.2 X 10 0.086 2b4 0.7 42 W -Wall- I 2F-Osw 5.7 X 10 ,7 5.9 425 1.3 0 96 W -GIs-New Town Window shgc- 4&7 10 0.065 4, 5 209 U 0 34 0.30%S 0.300 20�7 207 312 0 332 Floor-22B- 1 Oph 19 ft. Per. . .... ...... .... .. __ , _. ..... ... ... ... . . . .... Subtotals for Structure: 19 O�481 332 631 0.0 0 0 Infil, Win,: 5,4, Sum,: 4,7 185 1 1 ,726 0 504 Duciwork: �826 338 0.362 -101 67 AED Excursion: 489 105 Room Toials: 1 18 2,553 -10 1 694 Y:\ , .\Plan 111 q rhi/ Wednesday, November 20, 2013, 3:03 PM D Proce inip, rq _�oad C alculation 5.9 914 1,3 R System Number: E -GIs-New Town Window shgc- 154 22.5 Room Width: 14.0 ft. Zone Number: 914 466 1.3 312 Area: 280.0 q.ft. Supply Air: 183 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 3.6 AC/hr Volume: 3,080.0 cu.ft. Req. Vent. CI g: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM 0 Percent of Supply.: 0 % Actual Summer Vent,: 0 CFM Percent of Supply: 0 % 0.030 Actual Winter Infil.: 16 CFM 0 Actual Summer Infil.: 12 C j 0 -Vvdfl- u-vsw 14 A 11 N -Wall- 1 2D-Osw 14 X 11 154 0.086 5.9 914 1,3 0 205 E -GIs-New Town Window shgc- 154 22.5 0.086 0,300 5.9 20.7 914 466 1.3 312 0 0 205 03 O%S 746 E -GIs-New Town Window shgc- 1 22.5 0300 M7 466 312 0 746 % Floor I X 280 280 0.030 21 580 02 0 50 Subtotals for Structure: •,125 0 2,081 Infil. Win. 15.5, Sum.: 13.3 528 1.826 964 0.362 -289 191 Ductwork: 1,206 638 AED Excursion: Equipment. 109 . ........ .. . .. . . ....... . 0 1,200 Room Totals: 6,295 -289 4,219 Y,x...Nrian i i iu.rnv Wednesday, November 20, 2013, 3:03 PM - .,.,.e. _ Room Length: I at v. 276.7 ft. WW'UT I C.j M; 1. System Number: I I 0.7 Room Width: 1a0 ft. Zone Number: 1 5.9 Area: 277.0 sq.ft. Supply Air: 110 CFI Ceiling Height: 11.0 ft. Supply Air Changes: 2.2 AC/hr Volume: 3,043.0 cu.ft. Req. Vent. CI: 0 CFI Number of Registers: 2 0.30%S Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % 0 1, 0 1 3 1 0 1 2.1 283 Actual Summer Vent.: 0 CF Subtotals for Structure: Percent Of Supply: 0 % 0 1,628 Infil,: Win.: 13.0, Sum.: 11.1 Actual Winter Infil.: 13 CF 805 0.363 -241 Actual Summer Infil.: 11 CFM VV - wall- 12F -Os 12.4 X 11 80.1 0.065 4,5 400 0.7 0 65 N -Wall-12D-Osw 13,8 X 11 152.1 0.086 5.9 903 1,3 0 203 W -Door-New Town Door 2.7 X 63 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 7 20 _P -3 , 8 _ 1 X'11 1 1_ 3 1 6 , 7 1 1 1 3 1 6 1.1 7 1-11--11 0 1, 0 1 3 1 0 1 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 People:- _ JaVp.er,,,230 senipe r,:, 1 200 230 Room Totals: 5,375 -41 2,452 Y:\ ...\Plan 111 O.rhv Wednesday, November 20, 2013, 3:03 PM Room Length: 7.5 ft. System Number: 1 6 Room Width: 5.7 ft. Zone Number: 1 Area: 43.0 sq.ft. Supply Air: 38 CFM Ceiling sleight: 11.0 ft. Supply Air Changes: 4.9 AC/hr Volume: 458.3 cu.ft. Rest. Vent, CIg: 0 CFM Dumber of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent,: 0 CFM Percent of Supply: 0 % Actual Winter lnfil.: 6 CFM Actual Summer lnfil, 5 CFM ` , . `�,^ '""` t : � m^"•3� 1 t m ,. . @C° tYi"'°t '� `"""".� .,. in s t t ,,; lemm». ;�s+ ro � +ism,...,. } w,.. ,,,.,. i S - Wall- 12F ®Osw 5.7 X 11 62.4 0,065 4.5 280 0,7 0 46 W - Wall -1 -Osw 7.5 X 11 74.5 0.065 4.5 334 0.7 0 55 N - Wail- 12F -Osw 5.7 X 11 62.4 0.065 4.5 285 0.7 0 46 t W - GIs -New Town Window shgc- 8 0.300 26.7 166 33.1 0 265 0.3 O %S ' UP- Ceil -16R 38 42.5 X 1 42.5 0.026 1.8 76 12 0 51 Subtotals for Structure: 1,136 0 463 1nf }l.: Win,: 6.1, Sum.: 5.2 207 1.824 378 0.362 -113 Ductwork: 355 8 AED Excursion: 17 Room Totals: 1,873 -113 654 t { f } f V i F { y { { { ':1... \Plan 111 O.rhv Wednesday, November 20, 2013, 3:013 PM ° , Room Length: 8.8 ft. System Number: I 03 Room Width: 5.7 ft. Zone Number: 1 5.9 Area: 50.0 q.ft. Supply Air: 26 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.9 AC/hr Volume: 401.0 cuft. Req. Vent. CIg: 0 CFM Number of Registers: 1 UP -Ceti -1613 50.1 X 1 "1 11 - - - 1 -1 _11111-1-1 111- ... ........... . . Actual Winter Vent.: 0 CFM 90 12 0 Percent of Supply.: 0 % 806 Actual Summer Vent.: 0 CFM Infil.: Win.: 3,4, Sum.: 2.9 116 Percent of Supply: 0 % -63 42 Ductwork: Actual Winter Infil.: 3 CFM 241 Actual Summer Infil.: 3 CFM E -Wall-1 2F-Osw 8.8 X 8 62.6 0.065 4,5 281 03 0 46 N -Wall- 1 2D-Osw 5.7 X 8 45.4 6.386 5.9 269 13 0 60 E -GIs-New Town Window shgc- 8 0.300 20.7 166 33.1 0 265 03 O%S UP -Ceti -1613 50.1 X 1 "1 11 - - - 1 -1 _11111-1-1 111- ... ........... . . 50.1 0.026 .... . ........ . . ..... 1.8 90 12 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: 15 Room Totals: 1,259 -63 575 Y:\ .,.\Plan 11 19.rhv Wednesday, November 20, 2013, 3:03 PM j_.eDetai Loads 7 - Bedroom 2 r i t ..- w. 85.4 0.086 _. n, " m. v. u. i }. t x..si 1 u. \ ""�' } t ,,... ..}.. : � la t \ \s 1vas �i a., �SS�F'3 l Y \.' i }..1. ( ..i•. \ 1 , .0 \ 1.� \ -�:.., h \ 1 14 ...�,x.: .;u�„a� Calculation Mode. Htg. & clg. Occurrences: 1 114 Room length: 1382 ft. System Number: 1 20.7 Room Width: 1.0 ft. Zone Number: 1 0 Area: 138.0 sq.ft. Supply Air: 76 CF Ceiling Height: 8.0 ft. Supply Air Changes: 4,1 AC/hr Volume: 1,106.0 cu.ft. Req. !tent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent..: 0 CFI Percent of Supply: 0 % Actual Winter Infil.: 5 CFM Actual Summer Infil.: 4 CFM S - Wall- 12D -Osw 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 UP -CeiI -1 613- 38 138.2 X 1 138.2 0.026 1.8 248 12 0 165 Subtotals for Structure. 1,562 0 1,155 Infil,: Win.: 5,1, Sum.: 4.4 175 1,826 319 0.361 °96 6 Ductwork: 446 266 AD Excursion: 4 People 2010 Iatlper, 230 " _"Wiper: 1 200 230 Roam Totals: 2,327 104 1,760 Y:\ ... \Plan 1119.rhv Wednesday, November 20, 2013, 3:03 P > .:', Room Length: 5.5 ft. System Number: Room Width: 11.3 ft, Zone Number: Area: 62.0 sq.ft, Supply Air: Ceiling Height: 8.0 ft, Supply Air Changes: Volume: 499.0 cu.ft. Re q, Vent. Clg: Number of Registers: 1 Actual Winter Vent.: I UP-Cell-1613-38 62.3 X 1 623 0.026 Percent of Supply.: 112 12 0 Actual Summer Vent. Floor-2013 -38 1 X 11,9 11.9 0.030 Percent of Supply: 25 02 0 Actual Winter Infll.: Subtotals for Structure: Actual Summer Infil.: W -Wall-12F-Osw 5,5 X 8 34 0.065 4.5 32 CFM 3.9 AC/hr 0 CFM 0 CFM 0 % 0 CFM 0 % 4 CFM 3 CFM W -Wall-12F-Osw 5,5 X 8 34 0.065 4.5 152 0.7 0 25 W -GIs-New Town Window shgc- 10 0.300 20.7 207 33.2 0 332 0.30%S I UP-Cell-1613-38 62.3 X 1 623 0.026 1.8 112 12 0 75 Floor-2013 -38 1 X 11,9 11.9 0.030 2.1 25 02 0 2 Subtotals for Structure: 1,034 0 555 Infil.: Win.: 4.0, Sum.: 3.4 135 1.827 246 0.364 -74 49 1 Ductwork: 303 ill i AED Excursion: 19 Room Totals: 1,583 -74 734 e:\_\PIan 1119,rhv Wednesday, November 20, 2013, 3:03 PM,1 ........ ... L d Room Loads - Room 9 - ter Bedroom_fAy�qr@ge Load Proce4yr " M o a — Room Length: 222.8 t System Number: I Room Width: 1.0 ft. Zone Number: 1 Area: 223.0 sq.ft- Supply Air: 98 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.3 AC/hr Volume: 1,78U u.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 % Actual Winter Infil.: 5 CFM Actual Summer Infil.: 4 CFM W -Wall- I 2F-Osw 8.2 X 8 30.4 0.065 4.5 136 0.7 0 22 N -Wall-12F-Osw 2 X 8 16 0.065 4.5 72 0.7 0 12 W -Wall-I 2F-Osw 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 1 0.30%S UP-Cell-1613 -38 222.8 X 1 222.8 0.026 1.8 400 1 2 0 267 Floor 1 _X11 5 111.11 2 15.2 0 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 sen 1 er: 1 200 230 Room Totals- 2,652 109 2,255 Y:\...\Plan 1119,rhv Wednesday, November 20, 2013, 3:03 PM .............. �+'� nt � � �+�� I t 1111' t t t 11 I t t i t: 1� 1 tt Y t ,,y. ��yy qg Load Procedul Room Length: 113.9 ft, System Number: I Room Width: 1,0 ft. Zone Number: I Area: 114.0 sq.ft. Supply Air: 47 CFM Ceiling Height: 8.0 ft. Supply Air Changes 3.1 AC/hr Volume: 911.0 CUM. Red. Vent. Clg: 0 CFM Number of Registers: I Actual Winter Vent,: 0 CFM Runout Air: 47 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 543 ft./min. Percent of Supply: 0 % Runout Air Velocity: 543 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.241 in.wg./I 00 ft. Actual Summer Infil.: 5 CFM ta� ��. .. , , xrawa�, a�; �>• uwuu�,, uu., m��l.,,,.:,«.. sal,,aa...��,�,,,a�„wa„�;,x; :��„wwr,:�,�..r�:;., ::,... ..�,waaw.,a . !? %:R,.aa'�" � :.,,,,�..,�,n�,.u,=»,�� ° �w,w.,.�;1,�� u t�i;�.,,. w:, ��;"�y N -Wall- 1 2D-Osw 22.3 X 8 178.6 0.086 5.9 1,060 1.3 0 238 W -GIs-New Town Window shgc- 6 0.300 20,7 124 33.2 0 199 0.30%S UP-Ceil-1613 -38 113.9 X 1 113.9 0.026 1.8 204 12 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: Room Totals: 2,317 -114 808 . ,.\Plan I I 19.rhv Wednesday, November 20, 2013, 3:03 PM I 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/Dining 280 6,295 129 7,7 - 4,219 -289 234 183 4 Living 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 32 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 I 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 Natural Gas or Propane Furnace 92.1 AFUE a # Y0 ...Plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM, - ... .. .. -------- Actual: 1.50 100%/0% 18,000 0 18,000 ---------- � �� \.t��.��t �, eta ,t 3,�1 ,.ala�\,,,�, l�, �t�, �a�a, \� \ _ ,.,�s,,�i ate �,4 �u��, �. ��,*. � ..t „, ., All rotation degree values in this report are clockwise with respect to the project's original orientation. Building orientation as entered (zero degrees rotation): Front door faces West At least one system with its System Air Type input set to Fixed was changed to Auto during the building rotation. If you want to change this behavior uncheck the option on the General tab of the Select Reports dialog called "Always use Auto for System Air Type for Building Rotation Report.” E System I - Zone 1: 1 Guest Entry *148 148 148 148 148 148 148 148 8 2 Laundry *52 52 52 52 52 52 52 52 6 3 Kitchen/Dining *234 217 194 220 228 203 176 211 7,7 4 Living *136 115 110 117 133 125 110 130 7,7 5 PWDR *38 38 38 38 38 38 38 38 4 6 Bath 2 *32 29 26 29 31 26 26 28 6 7 Bedroom 2 *98 88 74 *41 90 95 80 63 84 7,7 8 Master Bath 34 32 34 40 37 32 39 5 9 Master Bedroom *125 101 76 103 122 112 91 117 7,7 1 10 Hall *47 47 47 47 47 47 47 47 1-4 1 1 Indicates highest CFM of all rotations. 1 b'k} k � � �'��.1� 1 �� \' y�` „ 1' f�4 �k,�Y.. � X � " ,l � S 3 3 Y � X 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 1.28 225 Southeast 786 14,163 -1,351 1.18 270 South 688 12,392 -1,355 1.03 p 315 Southwest 823 14,833 -1,352 1 n24 Indicates highest value of all rotations, Y:\ - . .\Plan 11 19.r v Wednesday, November 20, 2013, 3:03 PM Rotation rt Building Rotation Tonnage 1A ... ....... 1,2 ........ ...... 1'0 ---------- -------- West Northwest North Northeast East Southeast South Southwest Direction Front door Faces Building Net Tonnage -------------- / "4"' , YA ..APlan 111 .rhv Wednesday, November 20, 2013, 3:03 PM -7- �U �u� k. �� ,��.a>�:;a�wo,�:��z��i1,,s :J, t . , aaa?i� t �aai tau; �„ aa., �aava' �. �,.. au.,,,: wu+, w.? m. .,.�.,.,.,w�a'�..U:.�w«�aav�'a� rn.,�..w:..,�,,.,�.�,: ". a,., „ �1 t tt -. t > :,: t t 1 �` is t l �t �� i"jo Building Rotation Hourly Net Gain 17,000 ............ ... ... . ........ Ar 16,000 15 ...... ....... ...... .. .. ............ a a 14,000 ... 1j,UOU Z 12,000 Yi 11, barn gam loarn 11 am 12 pm I prn 2prn 3prn 4pm 5prn 6pm 7prn Time of Day Front door faces West Front door faces Northwest Front door faces North Frontdoorfaces Northeast Frontdoorfaces East Frontdoorfaces Southeast Frontdoorfaces South Frontdoorfaces Southwest -p,: ..APlan 11 1 .rhv Wednesday, November 20, 2013, 3:03 PM YV&MCtt11VYV k.U�Vlduu Building Orientation: Front door faces West Daily Temperature Range: High Latitude: 39 Degrees Elevation: 5418 ft. Altitude Factor: 0.819 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hurn Pry Bulb Difference Winter: 1 0.19 80% 50% 70 61.0 Summer: 91 59 15% 50% 75 -39 i oiai aunting -juppiy u� 825 CFM Per Square ft.: 0.527 Square ft. • Room Area: 1,564 Square ft, Per Ton: 1,159 Volume (W) • Cond. Space: 14,881 OM No 0 Total H PatirigR W Incl o udin o gVent a ilatio N nA n ir a 40 M O BH OMEMME1 Total Sensible Gain: 17,60• Btuh 100 % Total Latent Gain- -1,413 Btuh 0 % Total Cooling Required Including Ventilation Air: 17,606 Btuh 1.47 Tons (Based On Sensible + Latent) rinvac is an AGGA approved ffianual 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 • the manufacturer's performance data Rt your design conditions. Y:\ ... \Plan 1 1 20 End Unit. rhv Wednesday, November 20, 2013, 3:14 PM Y:\ —\Flan 1120 End Un t.rhv Wednesday, November 20, 2013, 3:14 PM MisceMaineo '► Winter: 1 0.19 ,t 50 # 91 59 15% 0 75 -39.07 ain Trunk t flun Yes Yes Use d .s • s 0,00300 0.01000 Pressure 0.1000 art ft. 0.1000 Minimum Velocity: Maximum Velocity: .0 ft./min 750 ft./min Minimum Height: 0 in. 0 Maximum Height: 0 in. 0, Infiltration Specified: 0250 AC/hr 75 CFM 62 CFM Infiltration 0.341 Above , Volume: 5,072 Cu.ft./hr 4,395 Cuft./hr +r + Total Building Infiltration: 85 CFM 73 CFM Total Building Infiltration & Ventilation Sensible Gain Multiplier: 14.42 = (1 .10 X 0.819 X 16.00 Summer Temp. Difference) Ventilation Infiltration & -6 Difference) Infiltration . ss Multiplier: 62.17 = (IA0 X 0.819 X 69.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr (62 CFM) Summer Infiltration Specified: AC/hr ♦.. 1 Supply Garage Open Cra ME 0.12 8 414.8 Yes Return Garage Open Crawl # Y:\ —\Flan 1120 End Un t.rhv Wednesday, November 20, 2013, 3:14 PM Net ft= Sens Gatj NeV Sen' Sys; Sys tg Sol Act Duct Scope i Ton; 1Ton! .. �.... .._.. e.._ ...... .. ... ... <_e ., ,. ... .... Areas Gain' Gain, Gain° Lossi r � . vM FM CF=M� Sipe Burtdirx,3 1.47 1,159 1,564 17 „606 -1,413 _ 17,606 40,364 772 825 825 ,_.._..... _ System 1 1.47 1,159 1,564 17,606 .1,413 17,606 40,364 772 825 825 16x12 Duct Latent - 418 0 Humidification 2,550 Z one 1 1,554 17,606 995 17,606 37,814 772 1825 825 1Oxl5 1 - Guest Entry 155 1,721 -293 1,721 8,161 167 81 167 2-Laundry 53 829 -91 829 _ 2,535 52 39 52 5 3 -Pwdr 39 556 •79 556 1,562 32 26 - 32 5 4-Kitchen/Dining 362 4,691 346 4,691 7,676 157 220 220 8,7 5- diving 252 3 „089 -284 3,089 6,065 124 145 145 7,7` 6 3 213 1,994 38 2,032 3,746 76 93 93 7,7 7- Bedroom 2 148 1,63€3 84 1.722 2,552 52 77 77 7,7 8-Master Bedroom 212 2,416 59 2,475 3,685 75 113 113 7 „7 9 -Bath 54 81 0 81 126 3 4 4 4 10- Master Batt? 76 592 -83 592 1,705 35 28 35 7 Sum of room airflows may be greater than system airflow because ssterrr morn a rflow o Lion uses the greater of heath or cooties. _ _ _.____.__ - - - -- �:\ ....\Plan 1120 End l,lnit.rtly Wednesday, November 20, X113, 3.14 PM .:' Test For Adequate Exposure Diversity M Average Glass / 1.3 x Average / Hourly Glass / Hourly Total N Sensible Gain Glass Gain Gain Gain Over 12 Hours i System is • NE, SE, SW, NW rosette. Peak load exceeds 12-hour average load by 43.3%. i.FD Eycursion ( Y:\.,.\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM 8 am 9 am 10 am 11 am 12 prn I prn 2 prn 3 prn 4 pm 5 prn 6 prn 7 prn -- -Duct Name: ST-290, Feeds Into: Kitchen/Dining, Effective Length: 0.5 Trunk 0.0003 15.2 148 OMO Up: ST-280 55 20 0,003 0.000 Rect 0.5 10 0.0 0,000 Presize 205 2.5 0.336 0.464 -- -Duct Name: ST-280, Feeds Into: Kitchen/Dining, Effective Length: 4.8 Trunk 0.0003 15.2 199 0.000 Up: ST-220 55 20 0.005 0.000 Rect 4.8 10 0,0 0.000 Presize 277 242 0.336 0.464 -- -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 0.000 Up. ST-320 55 20 0.027 0.000 Rect 1.0 10 0.0 0.000 Presize 706 5 0.337 0.463 Duct Name: ST-260, Feeds Into: Kitchen/Dining, Effective Length: 2.8 Trunk 0.0003 15.2 456 0.001 Up: ST -190 55 20 0.022 0.000 Rect 2.8 10 0.0 0.001 Presize 633 14.2 0.337 0.463 --Duct Name: ST-250, Feeds Into: Kitchen/Dining, Effective Length: 1.0 Trunk 0.0003 152 402 0.000 Up: ST-260 55 20 0.018 0.000 Rect 1.0 10 0.0 OMO Presize 558 5 0.337 0.463 -- -Duct Name: ST-240, Feeds Into: Kitchen/Dining, Effective Length: 2.2 Trunk 0.0003 15.2 399 0.000 Up: ST-250 55 20 0.017 0.000 Rect 22 10 0.0 OMO Presize 554 10.8 0.336 0A64 -- -Duct Name: ST-230, Feeds Into: Kitchen/Dining, Effective Length: 0.7 Trunk 0,0003 15.2 358 0.000 Up: ST-240 55 20 0.014 OMO Rect 0.7 10 0.0 0.000 Presize 497 3.3 0.336 0,464 Y:\...\Plan 1120 End Unitrhv Wednesday, November 20, 2013, 3:14 PM, I -- -Duct Name: ST-220, Feeds Into: Kitchen/Dining, Effective Length: 0.5 Trunk 0.0003 15.2 279 0.000 Up: ST-270 55 20 0.009 0.000 Rect O.5 10 0.0 0.000 Presize 387 2,5 0M6 0.464 -- -Duct Name: ST-210, Feeds Into: Kitchen/Dining, Effective Length: 0.5 Trunk 0.0003 15.2 107 0.000 Up: ST-290 55 20 0.002 0.000 Rect O.5 10 0.0 0.000 I Presize 148 2.5 0.336 0A64 --- Duct Name: ST-200, Feeds Into: Kitchen/Dining, Effective Length: 0.5 Trunk 0,0003 15.2 79 OMO Up: ST -210 55 20 OMI 0.000 Rect 0.5 10 0.0 0.000 Presize 110 2.5 0.336 0.464 -- -Duct Name: SR-100, Supplies: Pwdr, Fittings: 2-1,4-AD, Effective Length: 62.2 Runout 0.0003 5 235 0.004 Up: ST-190 128 3.9 0M1 0.009 Rnd 18.0 5.5 44.2 0.013 Presize 32 216 0.324 0,476 -- -Duct Name: SR-160, Supplies: Living, Fittings: 2-1,4-AD, Effective Length: 70.9 Runout 0.0003 7 269 0.003 Up: ST-280 55 5.4 0.019 0.011 Rnd 13.3 7.7 57.7 0.014 Presize 72 243 0,322 0,478 -- -Duct Name: SR-1 70, Supplies: Living, Fittings: 2-1, 4-AD, Effective Length: 76.5 Runout 0.0003 7 269 0.003 Up: ST-230 55 5.4 0.019 0.012 Rnd 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 62 0,021 0.016 Rnd 10.4 8.7 73.1 0.018 Presize 110 21,8 0.318 0.482 -- -Duct Name: S1R -200, Supplies: Kitchen/Dining, Fittings.- 2-1,4-AD, Effective Length: 51.2 Runout 0.0003 7 412 0,000 Up: ST-200 55 5.4 0.041 0.021 Rnd 0.0 7.7 51.2 0. 021 Presize 110 0 0,315 0.485 Y:\.,.\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM -- -Duct Name: SNIT -100, Feeds Into: Guest Entry, Fitting: 1-1-11, Effective Length: 128.1 Trunk 0.0003 16 551 Up: Fan 55 18 0.028 Rect 0,5 12 127.6 Presize 826 2.5 0.341 --- Duct Name: ST -110, Feeds Into: Guest Entry, Effective Length: 0.2 Trunk 0M03 16 551 Up: SMT-100 55 18 0.028 Rect 0.2 12 0.0 Presize 826 0.8 0,341 -- -Duct Name: SR-220, Supplies: Guest Entry, Fittings: 2-1, 4-AD, Effective Length: 90.9 Runout 0.0003 8 478 Up: ST-180 128 6.2 0.041 Rnd 16.0 8.7 74.9 Presize 167 33.5 0.301 -- -Duct Name: SR-230, Supplies: Laundry, Fittings: 2-1, 4-AD, Effective Length: 49.1 Runout 0.0003 5 381 Up: ST -170 128 3.9 0.049 Rnd 93 5.5 39.4 Presize 52 12.7 0,317 -- -Duct Name: ST-170, Feeds Into: Guest Entry, Effective Length: 2.2 Trunk 0M03 16 551 Up: T -110 55 18 0M8 Rect 2.2 12 0.0 Presize 826 10.8 0,341 ...Duct Name: ST-180, Effective Length: 6.3 Trunk 0,0003 16 525 Up: ST-310 55 18 0.026 Rect 6.3 12 0.0 Presize 787 31.7 0.338 -- -Duct Name: ST-310, Effective Length: 4.8 Trunk 0.0003 16 525 Up: ST -170 55 18 0.026 Rect 4.8 12 0.0 Presize 787 23.8 0.340 1111 ` 11 MMLMZMMN t Trunk 0.0003 Up: ST -180 55 Rect 0.5 Presize 706 0,000 0.036 0.344 0.459 I I I # # # I I 16 471 OMO 18 0.021 0,000 12 0.0 0.000 2,5 0.338 0A62 Wednesday, November 20, 2013, 3 PM ...Duct Name: SR -120, Supplies: Loft /Bedroom 3, Fittings: 2-1, 4-G, 8-A2, 8-A2, Effective Length: 96.4 Runout 0,0003 7 176 0,002 Up: S -190 55 5.4 0.009 0.007 Rnd 193 7.7 77.1 0.009 Presize 47 35.4 0.329 0.471 --Duct Name: SR-130, Supplies: Bedroom 2, Fittings: 2-1, 4-G, Effective Length: 64.8 Runout 0.0003 7 142 0.001 Up ST -210 55 5.4 0.006 0.003 Rnd 15.4 7.7 49.4 0.004 Presize 38 28.3 0332 0A68 --- Duct Name: SR-1 40, Supplies: Master Bedroom, Fittings: 2-1, 4•G, Effective Length: 75.3 Runout 0.0003 7 213 0.002 Up: ST-290 55 5.4 0.013 0.007 Rnd 17.3 7.7 58.1 0.010 Presize 57 31.6 0,326 0A74 -- -Duct Name: SR-190, Supplies: Master Bath, Fittings: 2-1, 4-H, Effective Length: 70.5 Runout 0.0003 7 131 0.001 Up: ST-260 128 5.4 0.005 17.003 Rnd 15.5 7.7 55.0 0.003 Presize 35 28.4 0.333 0.467 -- -Duct Name: SR-210, Supplies: Bath, Fittings: 2-1,4-H, Effective Length: 23.5 Runout 0.0003 4 46 0.000 Up: ST-250 55 3.1 0.002 0.000 Rnd 6.0 4.4 17.5 0 000 Presize 4 63 0.336 0.464 ...Duct Name: SR-240, Supplies: Master Bedroom, Fittings: 2-1, 4-G, Effective Length: 84.1 Runout 0.0003 7 213 0.002 Up: ST-240 55 5.4 61.013 0.009 Rnd 17.3 7.7 66.8 0.011 Presize 57 31.6 0.326 0.474 ---Duct Name: SR-250, Supplies: Bedroom 2, Fittings: 2-1, 4-G, Effective Length: 76.0 Runout 0.0003 7 142 0.001 Up: ST-270 55 5.4 0.006 0.004 Rnd 15.4 7.7 60.6 0.005 Presize 38 28.3 0.331 61A69 YA ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM r s • a s Largest trunk diameter:. 16 SMT-100 Largest runout diameter: 8 SR -180 Smallest trunk diameter: 15.2 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: 0.492 Runout maximum cumulative static pressure bass: 0.499 SR -220 Return less added to supply: 0.115 Total effective length of return { ft.): 356.0 High Total effective length of supply { ft.): 232.4 SR -220 Overall total effective length ( ft.): 580.4 high to SR -220 Design overall friction rate per 100 ft.: 0.084 (available SP x 100 l 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: 506.6 Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Name: Feeds From: Kitchen/Dining, Effective Lengft 2A Trunk 0.0003 12 388 OMO Up: T -140 75 12 0.020 0.000 Rect 2.0 10 0.0 OMO Presize 323 73 -0.032 0.107 --- Duct Name: RT -140, Feeds From: Kitchen/Dining, Effective Length: 7.0 Trunk 0.0003 12 388 0.001 Up. RT -190 75 12 0.020 0.000 Rect 7.0 10 0,0 0.001 E Presize 323 25.7 -0.033 0,107 -- -Duct Name: Law, Returns From: Kitchen /Dining, Fittings: 6-13, 6 -H, Effective length: 84.0 Runout 0.0003 15.2 371 0.000 Up: RT -190 75 20 0.015 0.012 Rect 02 10 83.8 OV 2 Presize 515 0.9 -0.022 0,012 s . - -Duct Name: RT -180, Effective length: 3.3 Trunk 0.0003 16 625 0.001 3 Up. RT -120 75 18 0.034 0.000 Rect 3.3 12 0.0 0.001 Presize 938 16.7 -OM5 0.110 -- -Duct Name: R T -100, Feeds From: guest Entry, Fittings: 5 -H1, 5 -N, Effective Length: 171.7 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 -110, Feeds From: west Entry, Effective Length: 1.8 Trunk 0.0003 152 675 0.001 Up: RMT -100 75 20 0.043 0.000 x Rect 1..8 10 0.0 0.001 Presize 938 92 -0.039 OA 14 £ -- -Duct Name: RT -120, Effective Length: 7.7 # Trunk 0.0003 16 625 0,003 Up: RT -110 75 18 0.034 0.000 Rect 7.7 12 0.0 0.003 } Presize 938 38.3 -0.037 0.111 -- -Duct Name: Law, Returns From: west Entry, Fittings: 6 -C, 6 -Ca, 12 -, Effective length: 50.1 Runaut 0.0003 7 374 0.003 Up: RT -180 75 5,4 0.033 0,013 Rnd 10.4 7.7 391 0.017 Presize 100 19.1 -0.019 0.017 Y:\ ... \Plan 1120 End Unit,rhv Wednesday, November 20, 2013, 3.14 PM 11 1 M-01 Mll MIFAflagglagolmmilgilwal Y:\...\Plan 1120 End Unit.rhv Wednesday, November 20,2013,3:14 PM New Town Door: Door-R=2.85 41.8 1,010 0 322 322 12F-0sw: 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 Btuh Total Latent Gain: -1,413 Btuh 0 12D-0sw: 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 Latent) 1613-38: Roof/Ceiling-Under Attic with Insulation on Attic 722 1,296 0 863 863 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-38 insulation 22B-10ph-t: Floor-Slab on grade, Vertical board insulation 67 2,224 0 0 0 covers slab edge and extends straight down to 3' below grade, tile covering, R-1 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 1 � ; !III .93SHU-M Square ft. of Room Area: 1,564 Square ft. Per Ton: 1,159 Volume (11 of Cond. Space: 14,881 Total Heating Required Including Ventilation Air: 40,364 Btuh 40.364 MBH Total Sensible Gain: 17,606 Btuh Total Latent Gain: -1,413 Btuh 0 % Total Cooling Required Including Ventilation Air: 17,606 Btuh 1,47 Tons (Based On Sensible + Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. 4�ft at your design conditions. Y:\ .,.\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM % ' tion a ., t r t i Ductwork 2 w • M w! ilr LI � "Y (A .,AP3an 1120 End Unst.rbv Wednesday, November 20, 2013, 3.14 PM B° Nam # # Su CFM 8 .. CFM r Sq uare Square ft. of Room Area: 1,564 Square ft. Per Ton: 1,159 Vo of Cond. S pace: i f ME 1 111 Total Heating Required Including Ventilation Air: 40,364 Btuh 40.364 MBH Tot 17, 606 Tot 4 Total Cooling Required Including Ventilation Air: 17,606 Btuh 1.47 Tons (Based On Sensible + L Late�nt) # * yy !�e ram c is Calculations are performed per ACCA Manual J 8th Edition, ersion 2 , and ACCA Manua D. All computed results are estimates as building use and weather may vary. B e sure to select a unit that meets both sensible and latent loads according to the manufacturer performance data at your design conditions. l i f r Y-\ .,.!Flan 1120 End Unit.rhv Wednesday, November 20, 2013, 3.14 PM ---- _. -_. - --------- ---- ------------ Cooling System Type: Standard Air Conditioner Outdoor Model: CA13NA024""'(A,B) Indoor Model: CNPV*3017A**+TDR Tradename: 13 SEER PURON AC Outdoor Manufacturer: CARRIER AIR CONDITIONING AHRI Reference No.: 4540832 Nominal Capacity: 23200 Efficiency: 13 SEER Heating System Type: Natural Gas Furnace Model: 59SC213060SI 7-16 Tradename: Carrier Manufacturer: CARRIER CORPORATION Description: Natural Gas or Propane Furnace Capacity: 56000 Efficiency: 92.1 AFUE l ------- --- --------- ... \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 .. g 4 Room Length: 1547 ft. System Num Room i.d... !. o. Number: 1 ,R sq.ft. Supply Air: 167 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 6.5 AC/hr Volume: Req. Vent. lg Number of Registers: Actual Percent of Actual CFM Percent Supply: • i` Actual Winter Infil.: 16 OFM A Actual M/ ♦ ♦• / + 91 # 1 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 P a s Detailed Boon Loads , R oom 2 yq ` 7gq _ Lqq 4 ,Prqqedu r Calculation Mode. Htg. & clg. Occ urrences: 1 i Room Length: 52.9 ft. System Number. 1 F Room Width. 1.0 ft, Zone Number. 1 Area. 53.0 sq.ft. Supply Air: 52 CFM Ceiling Height. 10.0 ft. Supply Air Changes. 5.9 AC /hr 1 Volume, 529.0 cuff Req. Vent. Cig. 0 CFM Number of Registers: 1 Actual Winter Vent.. 0 CFM l Percent of Supply.. 0 % i Actual Summer Vent... 0 CFM Percent of Supply. 0 % f Actual Venter Infil,.. 5 CFM I Actual Summer Infil.. 4 CFM r E S - Wall- 12D -Osw 6 X 10 60 0.006 5.9 356 13 0 1 80 NW- Wall- 12F -Osw 9.8 X 10 733 0.065 4.5 351 0,7 0 5 NW -GIs -New gown Window shgc- 10 0.300 20,7 207 23.5 0 235 t 0.3 0%S NW -Gls -New Town Window shgc- 10 0300 20.7 207 23,5 0 235 0.30%S Floor- 2213-1 Oph 16 ft..Per. _. 16 0.481 33.2 531 _ 0.0 0 0 Subtotals for Structure. 1,652 0 608 Infl.. Win.. 4.8, Sum.. 4.2 158 1.889 299 0379 -91 r 60 f Ductwork. 584 117 AED Excursion. 44 Room Totals. st� i } 1 i i 2,535 -91 829 F t I E j 1 E k I i I I Y:\...\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 P Mailed Load _ „.w....._ a._.� ,...�.. Room" 3 .�.._a..�_e �. Calculation Meade; Htg. & clg. 0 Occurrences 9 0.300 201 Room Length: 63 ft. System Number: 1 2.1 Room Width: 6.2 ft. Zone Number: 1 Area: 39.0 sq.ft. Supply Air, 32 CFM Ceiling Height: 11.0 ft. Supply Air Changes;. 4,4 AC/hr f Volume: 430.0 cu.ft. Req. Vent. Cl: 0 CFM Number of Registers. 1 Actual Winter Vent.: 0 CFM 1 ,562 -79 Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % 1 Actual Winter Infil.: 4 CFM Actual Summer Infsl.. 4 CFM 9 67.9 0.036 5.9 403 1.3 0 90 9 0.300 201 166 26.2 0 254 39.1 0.030 2.1 81 02 0 2 7 s 942 0 396 136 1.1391 260 0.376 -79 52 i 36078 30 S 1 ,562 -79 556 i F ... \Plan 1120 End Un €t.rhv Wednesday, November 20, 2013, 3.14 PM Y :\ ... \Plan 1120 End L1nit.rhv Wednesday, November 20, 2013, :14 PM ma � � '�✓dJCu: 6J toA� d ��l Y.I Lrt �t Yi�.. &F ��e � t V6✓d �s � 3 I Calculation Made: Fltg. & clg. Occurrences: ! I Room Length: 361.7 ft. System Number: 1 I Room Width: 1.0 ft. Zone Number: 1 Area: 362.0 sq.ft. Supply Air: 220 CFM € Ceiling Feat: 11.0 ft, Supply Air Changes: 3.3 AC /hr I Volume: 3,978.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM i Percent of Supply: 0 % Actual Winter Infil.: 18 CFM I s Actual Summer Infil.: 16 GPM � S X � 11 136 0.065 4.5 610 0.7 0 1 100 SW- Wall- I 2Fm0sw 6.7 X 11 59.0 0.065 4.5 269 0.7 0 44 SE- Wall- 12F -0sw 1.8 X 11 201 0.065 4.5 90 0.7 0 15 6W- Wall- 12F-0sw 9.7 X 11 76.4 0.065 4.5 343 0.7 0 56 t NW- Wall- 12F -0sw 1.8 X 11 20.1 0.065 4.5 90 0.7 0 15 ! SW- Wall- 12F -0sw 0.7 X 11 7.4 0.065 4.5 33 0..7 0 5 NE- Wall -1 -0sw 20.2 X 11 221.9 0.086 5.9 1,317 1.3 0 296 ; SE -Gls -New Town Window shgc- 9 0300 20.7 186 28.2 0 254 s 0-30%S I SE -GIs -New Town Window shgc- 9 0300 201 186 28.2 0 254 0.3 0 %S ° SW -GIs -New Town Window shgc® 115 0.300 20.7 279 282 0 381 f 0.30%S W - Town Window shgc- 30 0.300 20.7 621 282 0 847 0.3 0%S UP-Ceii-16B-38 19.3 X 1 19.3 0.026 1.8 35 12 0 23 Floor -0P -38 1 X 341,4 _ 341.4 0.030 _ 2.1 707 02 0 61 } Subtotals for Structure: 4,766 _ 0 2,351 Infil.: Win.: 18.4, Sum.: 15.9 603 1.891 1,141 0380 -346 229 Ductwork: 1 661 AED Excursion: ,769 249 Equipment. 0 1,200 I Room Totals. } 7,676 ®346 4,691 4 � 4 t i y t 7777 i } } Y :\ ... \Plan 1120 End L1nit.rhv Wednesday, November 20, 2013, :14 PM ma Y .._._,. ,._.... _. ..,. .... ,_ .� .__ - ._.. .._._ ... ------------------ .. ...._. _... _. l { Calculation Dods: Htg. & cl, O ccurrences:1 Room Length: 2523 ft. System Number: 1 Room Width:. 1.0 ft. Zone Number: 1 Area:. 252.0 sq.ft. Supply Air: 145 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 3.1 AC/hr Volume: 2,776.0 cu.ft. Re q. Vent. Clg: 0 CFI I Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFI Percent of Supply: 0 % Actual Winter Infil.: 15 CFM Actual Summer Infil.: 13 CFM F ' S�Xl 1 543 0.7 0 X39 NW- Wall- 12F -Osw 14 X 11 106.2 0.055 4.5 476 0.7 0 78 z W- Wall- 12F -Osw 4 X 11 44 0.065 4.5 197 0.7 0 32 W-Wall-I 2F-Osw 6.3 X 11 61,6 0.065 4,5 276 0.7 0 45 NE- Wall- 12D -Osw 7.7 X 11 84.4 0,066 5.9 501 13 0 112 SW -CPIs -New Town Window shgc- 10 0300 203 207 282 0 282 0.3 O %S W -Gls -New Town Window shgc- 12 0300 20.7 248 283 0 339 € 0,3 O %S NW -Gls -New Town Window shgc- 30 0300 20.7 621 23.5 0 706 0.3 O %S NW -CPIs -New Town Window shgc- 17.8 0300 20.7 369 23.5 0 419 x 0.30%S f NW -GIs -New Town Window shgc- 8 0.300 20.7 166 23.5 0 188 i 0.3 0%S I Floor -20P -8 1 X 61.3 61.3 0,030 2.1 127 0.2 0 11 I 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 I AEC? Excursion: _ 1.64 Room Totals: E t 6,065 -284 3,089 I I f I F p C 4 I C ` 1 { I i Y:1._,. \Plan 1120 End Jnit.rhv Wednesday, November 20, 2013, 3:14 PIS F Y:\...\Plan 1120 End Unit.rhv Wednesday, November 20, 201 3, 3:14 PM . . . ... ........ . . . ..... .. ... . ... ......... ... Occurrences: 1 System Number: I Zone Number: I Supply Air: 93 CFM I Ceiling Height: 8.0 ft Supply Air Changes: 3.3 AC/hr Volume: 1,700.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM r Percent of Supply: I Or I • v % Actual Winter Infil.: • 9 FM CFM &I I Su � mm r I A ctual Summer Infil.: 7 M CFM "zoom" 'SE- all-12F-0swIOX8 55 0.065 4.5 247 0.7 0 40 1 NE-Wall-1 2D-Osw 253 X 8 • 20M 0.086 5.9 1,202 13 27 SE-Gls-New Town Window shgc- 25 0.300 20.7 518 2&2 0 706 0.30%S UP-Ceil-1613-38 212.5 X 1 2125 0.026 1.8 381 12 0 254 Subtotals for Structure: 2,348 0 1,270 Infil.: Win,-. 8.6, Sum.: 7,5 283 1.893 535 0.379 -162 107 Ductwork: 863 281 AED Excursion: 106 People: 200 tat/per, 230 seWper: I 200 230 1 Room Totals: 3,746 38 1,994 Y:\...\Plan 1120 End Unit.rhv Wednesday, November 20, 201 3, 3:14 PM . . . ... ........ . . . ..... .. ... . ... ......... ... Y:\...\Plan 1120 End Unit.rhv Wednesday, November 20, 201 3, 3:14 PM Y :\ .,. \Plan 1120 End 01nit.rhv Wednesday, November 20, 2013, 3:14 PM w bE�� # � 94s # tFw*� td4r7 i � of .,..: �.„A.G'ad � �:Ltit t»rG✓ik� ......„... .- .P,:,; : �` Calculation Mode: Htg. & clg. Occurrences: 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 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 19 AC /hr Volume: 1,185.0 cu.ft. Rest. Vent. Cg: 0 CFM 3 Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % f Actual Summer Vent.: 0 CFM E Percent of Supply: 0 % } Actual Winter Infil.: 6 CFM Actual Summer Infil.: 5 CFM i SL.- Wall- 1F -Osw 101 X 8 60.4 0.065 4.5 271 0.7" 0 44 ! SW- Wall- 12F -Osw 14.7 X 8 117,4 0.0165 4.5 526 0.7 0 86 SF -GIs -New Town Winslow sc_ 25 0.300 201.7 518 28.2 0 706 03 O%S 1 UP -Cell -1613- 38148.1 X 1 148.1 01.026 1.8 266 12 0 177 Subtotals for Structure: 1,581 0 1,013 Infil.: Win.: 6.2, Sum.: 5.3 203 1.889 383 0.380 -116 77 Ductwork: 588 231 1 AFD Excursion: 87 People: 200 lat/per, 230 sen /per: 1 200 2301 Room Totals. 4 i 2,552 84 1,638 5 i I t y p F i 1 i I j yyy f 3 4$4$4$ i f Q Y :\ .,. \Plan 1120 End 01nit.rhv Wednesday, November 20, 2013, 3:14 PM w Y:\...\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Calculation Mode: Htg. & c1g. Occurrences: I Room Length: 211.6 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 212.0 sq.ft. Supply Air: 113 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.0 AC/hr Volume: 1,6910 cu.ft, Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 7 CFM Actual Summer Infil.: 6 CFM SW-Wall- I 2F-Osw 19.3 X 8 140.6 0.065 4.5 631 03 0 103 NW- Well- 12F -Ow 11.3 X 8 55.6 O«065 4.5 250 0.7 0 41 SW-Gls-New Town Window shgc- 14 0.300 20x7 290 28.2 0 395 0.30%S NW -Cis -New Town Window shgc- 35 0.300 20.7 725 215 0 824 0,30%S UP-Ceii-1 613-38 211.6 X 1 211.6 0.026 1.8 380 12 0 253 Floor-20P-38 1 X 46.5 46.5 0.030 2,1 96 02 0 8 Subtotals for Structure: 2,372 0 1,624 Infil.: Win.: 7.5, Sum.: 6,5 245 1.892 464 0.379 -141 93 Ductwork: 849 341 AED Excursion: 128 People: 200 later, 230 sen/per: 1 200 230 Room Totals: f E 3,685 59 2,416 Y:\...\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM IBM" E Ml"M M� .. Detai led Room Loads_ : Room 9 . _ B ath Load ProqqdqT� Calculation Mode: Htg. & clg. Occurrences: 1 I Room Length: 5.5 ft. System Number: 1 4 Room Width: 9.8 ft, .Zone Number. 1 f I Area: 54.0 sq.ft. Supply Air: 4 CFM I Ceiling Height: 5.0 ft. Supply Air Changes: 0,5 AC/ hr Volume: 433.0 cu.ft. Req. Vent. Clg: 0 CFM r Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 Actual Summer Vent.: 0 CFM € Percent of Supply: 0 % Actual Winter Infil 0 CFM Actual Summer Infil.: 0 CM UP- Cell -1 R -35 54.1 X 1 54.1 0.026 1.8 97 1. 0 55 s Subtotals for Structure: _ 97 0 65 i Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 29 11 AED Excursion: 4 Room Totals: S f S 1 QQE 126 0 81 i S I I g j i t 1 '.! ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Calculation Mode: Htg. & c1 g. 0.086 Occurrences: 1 1.3 Room Length: 763 ft. System Number: I 20.7 Room Width: 1.0 ft. Zone Number: I Area: 76,0 sq.ft. Supply Air 35 CFM Ceiling Height: 8.0 ft, Supply Air Changes: 3.4 AC/hr Volume: 610.0 cu.ft. Req. Vent. Cig: 0 CFM Number of Registers: I 0 Actual Winter Vent.: 0 CFM 1,040 Percent of Supply.: 0 % Infil.: Win.: 4.4, Sum.: 3.8 144 Actual Summer Vent.: 0 CFM -83 55 Ductwork: Percent of Supply: 0 % 393 Actual Winter Infil.: 4 CFM Actual Summer Infil.: 4 CFM 1 NE-Wall-I 2D-Osw 8.7 X 8 69.4 0.086 5.9 412 1.3 0 92 NW-Gls-New Town Window shgc- 8 0.300 20.7 166 23.5 0 188 03 is UP -Cell- 1613 -38 763 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 Infil.: Win.: 4.4, Sum.: 3.8 144 1.889 272 0.382 -83 55 Ductwork: 393 83 AEC Excursion: 31 Room Totals: 1,705 -83 592 ... \Plan 1120 End Unit. rhv Wednesday, November 20, 2013, 3:14 PM IIII L 11 Cooling Z Loft/B( Bed Master Bede Be 0 2,000 4,000 6,000 8,000 10,000 Btuh 11 Heating YA ... \Plan 1120 End Unitrhv Wednesday, November 20, 2013, 3:14 PM EM Loft/B( Bed Master Bedt %F. N 11 Latent 1,000 2,000 $,000 4,000 5,000 M \Plan 44 20 End Unitrhv Wednesday, November 20, 2013, 3:14 PM -- -Zone 1--- 1 Guest Entry 155 8,161 167 8 1,721 -293 96 167 2 Laundry 53 2,535 52 5 - 829 491 46 52 3 Pwdr 39 1,562 32 5 - 556 -79 31 32 4 Kitchen/Dining 362 7,676 157 8,7 - 4,691 -346 260 220 5 Living 252 6,065 124 7,7 - 3,089 -284 171 145 6 Loft/Bedroom 3 213 3,746 77 7,7 - 1,994 38 'I'll 93 7 Bedroom 2 148 2,552 52 7,7 - 1,638 84 91 77 8 Master Bedroom 212 3,685 75 7,7 - 2,416 59 134 113 9 Bath 54 126 3 4 - 81 0 4 4 10 Master Bath 76 1,705 35 7 - 592 -83 33 35 Humidification 2,550 Duct Latent -418 System 1 total 1,564 40,364 772 1 -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, Carrier Natural Gas or Propane Furnace 92.1 AFUE I 23200 23,200 Btuh 0 Btuh 4540832 Y.\,.,\Plan 1120 End Unit,rhv Wednesday, November 20, 2013, 3:14 PM Actual: 1.93 100%/0% 23,200 0 23,200 al a *1111 LOU I g E F1191 % 11101 Zone 1: 167 1 Guest Entry *167 2 Laundry 52 3 Pwdr 32 4 Kitchen/Dining 260 5 Living 171 6 Loft/Bedroom 3 ill 7 Bedroom 2 91 8 Master Bedroom 134 9 Bath 4 10 Master Bath 35 Indicates highest CFM of all rotations. 167 167 167 167 167 167 167 8 52 52 56 52 52 52 *57 5 32 32 32 32 32 32 *32 5 *267 243 202 228 245 240 222 8,7 133 162 172 173 148 179 *183 7,7 93 109 113 97 78 97 *114 7,7 73 90 94 79 59 78 *95 7,7 110 128 133 134 118 137 *140 7,7 *5 4 4 4 4 4 4 4 35 35 36 35 35 35 *36 7 45" Northwest 852 15,360 -1,417 128 90 0 North 937 16,883 -1,415 1.41 135 Northeast 931 16,769 -1,415 1.40 180 East 916 16 -1,415 1,38 225 11 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 . . . . ....... YA .. \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Y:\...\Plan 1120 End Unit.r v Wednesday, November 20, 2013, 3:14 PM ' Rotation rt Building Rotation Hourly Net Gain .................. .. .. .......... 11,000 ....... . . .... 8arn 9arn 10arn 11 am 12 Pot 1 Pro 2prn 3pm 4prn 5prn 6prn 7prn Time of Day Front doorfaces West Front door faces Northwest Front doorfaces North Front door faces Northeast Frontdoortaces East Front door faces Southeast Front door faces South Frontdoorfaces Southwest Y:\...\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM YA ..APlan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Winter: 1 0.19 80% 50 °lam 70 61.05 (, Summer: 91 59 15% 5014 75 -39.07 Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg. /100 ft. 0.1000 in.wg. /100 ft. Minimum Velocity: 550 ft. /min 450 ft. /min Maximum Velocity: 900 ff. /min 750 ft. /min Minimum Height: 0 in. 0 in. i Maximum Height: 0 in. 0 in. Winter Summer Infiltration Specified: 0.302 AC /hr 0.250 AC /hr 75 CFM 62 CFM Infiltration Actual: 0.341 AC /hr 0.295 AC /hr Above Grade Volume: X 14.881 Cu.ft. X 14 Cu.ft. 5,072 Cu.ft. /hr 4,395 Cu.ft. /hr X 0.0167 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 = (1.10 X 0.819 X 16.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: -2118 = (0.68 X 0.819 X -39.07 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 82.17 = (1.10 X 0.819 X 69.00 Winter Temp. Difference) I 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 1 Return Garage Open Crawl - 0.24 8 78.6 Yes (A ... \Plan 1120 End Unit. rhv Wednesday, November 20, 2013,3 PM i �� 'u��U'i.\ „1\` .`. ii\ t !J�tla �� \ \��lti 5. ��, •.. ��>,iY'"^�Va '�'i, 1 '"v*"r a �f d , rd ,''•1 �^ � \, `a . r Hy��lµr. )' i�,* ��' \. �4 �l yy��i\X,'� $�r ,1,��,��: Ntt �. Load �..., •rte...,., ,. .» ..»-.. ,.- .- ...w..� ,.,..,.,..,....�..,.. I _ "R"^"""^ . „„„e. ..WWr„- 1Vet tt �... -.,..A Send «...,, Eat4 IVei� �... Sen t�� l g; HtFM ys C lg Ys_......- Act } �e.,., t Du Sc ope Tcrn; ITon rea�� Gain; Garn ain loss; FM ; FMg, Size . . .. Buildi t.47 1,159 1,564 17,606 -1,413 17 40,364 772 825 825 System 1 1.47 1,159 1,564 17,606 •1,413 17,606 40,364 772 825 825 18x12 Duct Latent .418 0 Humidification 2,550 Zone 1 1,564 17,606 17,606 37,814 772 825 825 10x$5 1 -Guest Entry 155 1,721 -293 1,721 8, 161 167 81 167 4 2- laundry 53 829 -91 829 2,535 52 39 52 5 3 -Pwdr 39 556 -79 556 1,562 32 26 32 5 4-Kitchen/Dining 362 4,691 346 4 „691 7,676 157 220 220 8,7 5-Living 252 3,089 -284 3,089 6,065 124 145 145 7,7 6-Loft' Bedroom 3 213 1,994 38 2,032 3,746 76 93 93 7,7 7- Bedroom 2 148 1,638 84 1,722 2,552 52 77 77 7,7 8- Master Bedroom 212 2,416 59 2,475 3,665 75 113 113 7,7 9 -Math 54 81 0 81 126 3 4 4 4 10- Master Bath 76 592 -83 592 1,705 35 28 35 7 r 1 ? Sum of room airflows may be greater than system ai r #low because system morn rtfew option uses the greater oLtjei tinr or cooling x f k r € k 1 f f € 1 : i i { C S E (A ... \Plan 1120 End Unit. rhv Wednesday, November 20, 2013,3 PM i Y:\...\Plan 1120 End Unli.rhv Wednesday, November 20, 2013, 3:14 PM r. _._Duct Name: ST-290, Feeds Into: Kitchen/Dining, Effective Length: 0.5 Trunk 0.0003 15.2 148 OMO Up: ST-280 55 20 0.003 OMO Rect 0.5 10 0.0 0.000 Presize 205 2.5 0.336 0.464 --- Duct Name: ST-280, Feeds Into: Kitchen/Dining, Effective Length: 4.8 Trunk 0.0003 15.2 199 OMO Up: ST-220 55 20 0.005 0.000 Rect 4.8 10 0.0 0.000 Presize 277 24,2 0.336 0A64 -- -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 0M03 15.2 508 0.000 Up: ST-320 55 20 0.027 0.000 Rect 1.0 10 0.0 0.000 Presize 706 5 0,337 0.463 -- -Duct Name: ST-260, Feeds Into: Kitchen/Dining, Effective Length: 2.8 Trunk 0M03 152 456 0.001 Up. ST -190 55 20 0.022 0.000 Rect M 10 0.0 a001 Presize 633 14.2 0.337 0.463 -- -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 Omo Presize 558 5 0.337 0,463 ---Duct Name: ST-240, Feeds Into: Kitchen/Dining, Effective Length: 2.2 Trunk 0.0003 15.2 399 0.000 Up: ST-250 55 20 0.017 Omo 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 OMO Rect 03 10 0.0 0.060 Presize 497 3.3 0.336 0.464 YA .APlan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM --- Duct Name: ST -2201, Feeds Into: Kitchen /Dining, Effective Length: 01.5 Trunk 0.0003 152 279 0.000 Up: ST -27O 55 20 0.009 0.000 Rect 0.5 10 0.0 0.000 E Presize 387 2.5 0336 0.464 -- -Duct Name: ST -2101, (Feeds Into: Kitchen /Dining, Effective Length: 0.5 Trunk 0.0003 15.2 107 0.000 Up: T -2901 55 20 0.002 0.000 } Rect 0.5 10 0.0 0.000 ? Presize 148 2.5 0.335 0.464 1 k -- -Duct dame: ST- 2010, Feeds into: Kitchen /Dining, Effective Length: O.5 f Trunk 0.0003 15.2 79 0.000 Up: ST -210 55 20 0.001 0,000 Rect 0.5 10 0.0 0.000 Prize 110 2.5 0335 0.464 - -Duct Name: SRm1010, Supplies: P dr, Fittings: 2 -1, 4-AD, Effective Length: 62.2 Runout 0.0003 5 235 0.004 Up: T -190 126 19 0.021 0.0019 Rnd 18.0 5.5 442 0.013 Presize 32 23.6 0.324 0..476 ; --- Duct Name: SR -160, Supplies: Living, Fittings: 2 -1, 4 -AD, Effective Length: 701.9 I Runut 0.0003 7 269 0.003 Up: ST -280 55 5.4 0.019 0.011 Rnd 133 7.7 57.7 0,014 Presize 72 243 0,322 01.478 -- -Duct Name: SR- 170, Supplies: Living, Fittings: 2-1,4-AD, Effective Length: 76.5 Runout 0.0003 7 269 0.003 Up: T -230 55 5.4 0.019 0.012 Rnd 113 7.7 63.3 0.015 Presize 72 243 0.321 0.479 --- Duct Name: SR-1 80, Supplies: Kitchen /Dining, Fittings: -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 10.4 8.7 73.1 0.018 Presize 110 21.8 0,318 0.482 -- -Duct Name: SR- 20101, Supplies: Kitchen /Dining, Fittings: 2 -1, 4 -AD, Effective Length: 51.2 Runout 0.0003 7 412 0.0010 Up: ST -200 55 5.4 0.041 0.021 Rnd 0.0 73 51.2 0,021 Presize 1101 0 0.315 0.485 YA ...\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM -. « Duct Name: SIVIT-100, Feeds Into: Guest Entry, Fitting: 1.1-11, Effective Length: 128.1 Trunk 0.0003 16 551 0.000 Up: Fan 55 18 0.028 0.036 Rect 0,5 12 127.6 0.344 I Presize 826 2.5 0.341 0.459 -- -Duct Name: T -110, Feeds Into: Guest Entry, Effective Length: 0.2 Trunk 0M03 16 551 0.000 Up: SMT- 100 55 18 0M8 0.000 Rect 0.2 12 0.0 OMO Presize 826 0.8 0.341 0.459 --Duct Name: SR-220, Supplies: Guest Entry, Fittings: 2-1,4-AD, Effective Length: 90.9 Runout 0.0003 8 478 0M7 Up: T -180 128 6.2 0.041 0.031 Find MO 8.7 74.9 OM7 Presize 167 315 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 Rnd 9,7 5.5 39.4 0,024 Presize 52 12.7 0.317 0A83 -- -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 4A59 -- -Duct Name: ST-180, Effective Length: 6.3 Trunk 0.0003 16 525 0M2 Up: ST -310 55 18 0M6 OMO 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-170 55 18 0.026 0.000 Rect 4.8 12 0.0 0M1 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 OMO Rect 0.5 12 0.0 0,000 Presize 706 2.5 0.338 0.462 Y:\,.,\Plan 1124 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM -- -duct Name: SR-130, Supplies: Bedroom 2, Fittings: 2-1,4-G, Effective Length: 64.8 Runout 0.0003 7 142 0.001 Up: ST -210 55 5.4 0.006 0.003 Rnd 15.4 7.7 49,4 0.004 Presize 38 28.3 0.332 0A68 -- -Duct Name: SR -140, Supplies: Master Bedroom, Fittings: 2-1, 4-G, Effective Length: 75.3 Runout 0.0003 7 213 0.002 Up: ST-290 55 5.4 0.013 0.007 Rnd 17.3 7.7 58.1 0.010 Presize 57 31.6 0.326 0.474 -- -Duct Name: SR -190, Supplies: Master Bath, Fittings: 2-1, 4-H, Effective Length: 70.5 Runout 0.0003 7 131 0,001 Up: ST-260 128 5.4 0.005 0.003 Rnd 15,5 7.7 55.0 0.003 Presize 35 28.4 0.333 0.467 -- -Duct Name: SR -210, Supplies: Bath, Fittings: 2-1, 4-H, Effective Length: 23.5 Runout 0.0003 4 46 0.000 Up: ST-250 55 31 0.002 0.000 Rnd 6.0 4.4 17.5 0,000 Presize 4 6.3 0.336 0.464 -- -Duct Name: SR-240, Supplies: Master Bedroom, Fittings: 2-1,4-G, Effective Length: 84.1 Runout 0.0003 7 213 0.002 Up: ST-240 55 5.4 0.013 0.009 Rnd 17.3 7.7 66.8 0.011 Presize 57 31.6 0.326 0,474 -- -Duct Name: SR•250, Supplies: Bedroom 2, Fittings: 2-1, 4-G, Effective Length: 76.0 Runout 0.0003 7 142 0.001 Up: ST-270 55 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 /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 N Ki MUM 1 1 1 121 1 11 111 Y:\...\Plan 1120 End Unitrhv Wednesday, November 20, 2013, 3.14 PM --Duct Name: SR -120, Supplies: Loft/Bedroom 3, Fittings: 2-1, 4-G, 8-A2, 8-A2, Effective Length: 96.4 Runout 0.0003 7 176 0.002 Up: ST-190 55 5.4 0.009 0.007 Rnd 19.3 7.7 77.1 0.009 Presize 47 35.4 0.329 0A71 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 trunks: 17 Number • active runouts: 15 Largest trunk diameter 16 SMT-100 Largest runout diameter: 8 SR-180 Smallest trunk diameter: 15.2 ST-290 Smallest runout diameter: 4 R -210 Supply fan external static pressure: OMO Supply fan device pressure losses: 0.308 Supply fan static pressure available: 0.492 Runout maximum cumulative static pressure loss: 0.499 SR-220 Return loss added to supply: 0.115 Total effective length of return (ft.): 356.0 High Total effective length of supply ( ft.): 232.4 SR-220 Overall total effective length ( ft.): 588.4 High to SR-220 Design overall friction rate per 100 ft.: 0,084 (Available SP x 100 f 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: 50&6 Y:\ ..\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM, -- -Duct Name: RT-170, Feeds From: Kitchen/Dining, Effective Length: 2.0 Trunk 0.0003 12 388 OMO Up: RT-140 75 12 OMO OMO Rect 2.0 10 0.0 0.000 Presize 323 7.3 -0.032 0A07 -- -Duct Name: RT-140, Feeds From: Kitchen/Dining, Effective Length: 7.0 Trunk 0M03 12 388 OMI Up: RT- 190 75 12 OMO OMO Rect 7.0 10 0.0 0M1 Presize 323 251 -0.033 0A07 -- -Duct Name: Low, Returns From: Kitchen/Dining, Fittings: 6-B, 6-H, Effective Length: 84.0 Runout 0M03 15.2 371 0.000 Up: RT- 190 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 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 16.7 -0.035 0.110 --- Duct Name: RMT-100, Feeds From: Guest Entry, Fittings: 5-H1, 5-N, Effective Length: 171.7 Trunk 0.0003 15.2 675 OMO Up: Fan 75 20 0.043 0.074 Rect 0.3 10 171.3 0.075 Presize 938 11 -0.040 0.115 --- Duct Name: RT-I 10, Feeds From: Guest Entry, Effective Length: 1.8 Trunk 0.0003 15.2 675 0.001 Up: RMT- 100 75 20 0.043 0.000 Rect 1.8 10 0.0 0M1 Presize 938 9.2 -0.039 0.114 --- Duct Name: RT-120, Effective Length: 7.7 Trunk 0M03 16 625 0M3 Up: RT-1 10 75 18 0.034 0.000 Rect 7.7 12 0.0 0.003 Presize 938 38.3 -0.037 0.111 -- -Duct Name: Low, Returns From: Guest Entry, Fittings: 6-C, 6- G,12 -S, Effective Length: 50.1 Runout 0M03 7 374 0.003 Up: RT-180 75 5.4 0.033 0.013 Rnd 10.4 7.7 391 0.017 Presize 100 19.1 -0.019 0.017 YA ,APlan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 Pivt -- -pint Name: RT-190, Effective Length: 4.2 16 RT- 180 Largest runout diameter: Trunk 0.0003 16 559 0.001 Up: RT-180 75 18 O 028 0.000 Rect 4.2 12 0.0 0.001 Presize 838 20.8 -0.034 0.109 _._Duet Name: RT-150, Feeds From: Master Bedroom, Effective Length: 0.7 Trunk 0.0003 12.9 332 0.000 Up: RT- 170 75 14 0.014 0.000 Rect 0.7 10 0.0 0.000 Presize 323 2.7 -0-032 0.107 _ -_Duct Name: High, Returns From: Master Bedroom, Fittings: 6-B, 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 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 runoul 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. mz #lk . . 0 11 • N Largest trunk diameter: 16 RT- 180 Largest runout diameter: 15.2 Low Smallest trunk diameter: 12 RT-1 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 Y:\.,,\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3.14 PM i Be sure to select a unit that meets both sensible . and latent loads s • • the manufacturer's performance data I at your a n condition t :\ ...\Plan 1120 End Unit,rhv Wednesday, November 20, 2013, 3.14 P Y:\ ...\Plan 1120 End Un t.rhv Wednesday, November 20, 2013, 3:14 PM # # � � R � # � ! R. .Ili •. *i�. (!. • w it #; # *:.. ! IF. : I Building Supply CFM 825 CFM Per Square ft.: Square ft. of Room Area: 1,564 Square ft. Per Ton Volume (W) of Cond, Space: 14,881 11 U m WPM NOWNSOM Total Heating Required Including Ventilation Air: 40,364 Btuh 40.364 MBH Total Sensible Gain: 17,606 Btuh 100 % T otal a B :w. Total Cooling Required Including Ventilation Air: 17,606 Btuh 1.47 Tons (Based On Sensible + # 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 com puted r are estim a s b # wea Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Y:\ ...\Plan 1120 End Un t.rhv Wednesday, November 20, 2013, 3:14 PM 1% D *ation 13% • ■ Ductwork 22% MM Wall 14 12% )pie 8% 2% YA ..APlan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Glass 15% New Town Door: Door-8=2.85 41.8 1,010 0 322 322 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 1580.5 7,089 0 1,159 1,159 cavity, no board insulation, siding finish, wood studs 12D -Os. 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 1613-38: Roof /Ceiling -Under Attic with Insulation on Attie 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 22B-10ph-t: Floor-Slab on grade, Vertical board insulation 67 2,224 0 0 0 covers stab 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 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 40,364 -1,413 17,606 16,193 Supply CFM: 825 CFM Per Square ft.: 0.527 Square ft, • Room Area: 1,564 Square ft, Per Ton: 1,159 Volume (W) of Cond, Space: 14,881 % =11# Total Sensible Gain: Total Latent Gain: 17,606 Btuh 100 % -1,413 Btuh 0 % 17,606 Btuh 1.47 Tons (Based On Sensible + Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. 4t-owe4 • W-?,t at your design conditions. Yft ... \Plan 1120 End Unit.mv Wednesday, November 20, 2013, 3:14 PM ... _ _ .... _ .., �` .. � ME � �� tN x 'wu`, �*j @ 1 �, "x �.x kA1. � � V `il l .. uwla�'� h,�U'4e"ft V ) s � --- 'xw.cU�' '' ^&W w�r''"`J - -- -- i Cooling � System Type. Standard Air Conditioner i Outdoor Model. CAI 3NA024 * * * * (A,R) � Indoor Model. CNPV *3017A * *+TDR Tradename. 13 SEER PURd N AC € Outdoor Manufacturer. CARRIER AIR CONDITIONING AHRI Reference No.. 4540832 Nominal Capacity. 23200 Efficiency, 13 SEER Heating System Type: Natural Gas Furnace Model. 59SC213060S17 -1 I Tradenae: Carrier Manufacturer: CARRIER CORPORATION Description. Natural Gas or Propane Furnace I Capacity: 56000 Efficiency. 92.1 AFUE l s 3 I E k s i l s s t 4 l t Ey } y } y } } F }}Q Y:\...\Plan 1120 End Unit,rhv Wednesday, November 20, 2013, 3:14 PM q °f, Y.0 ... \Plan 1120 End Unit.rfiv Wednesday, November 20, 2013„ 3:14 PM Occurrences: I System Number: I Zone Number: I Supply Air: 167 CFM Supply Air Changes: 6,5 AC/hr Volume: 1,547.0 cuft Req. Vent. Clg: 0 OFM Number of Registers: I Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent,: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 16 CFM Actual Summer Infil.: 13 CFM Y.0 ... \Plan 1120 End Unit.rfiv Wednesday, November 20, 2013„ 3:14 PM 1 877 a' k a, ;� „a, ,u tire. \b'�x,,�, k ��, , ,.c�t� :`'Sub i'1�a�� uat��a�b�: � n,, " � i.,� „a w�., w azi�tu*�� :� � ------- . RP'oql,1 Load Pro Calculation Mode: Htg, & c1g. Occurrences: I Room Length: 52.9 ft, System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 53.0 sq.ft. Supply Air: 52 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 5.9 AC/hr Volume: 529.0 cuft Req, Vent. Cl: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 5 CFM Actual Summer Infil.: 4 CFM SW-Wall-I 2D-Osw 6 X 10 60 0.086 5.9 356 1. 3 0 80 NW-Wall-I 2F-Osw 9.8 X 10 783 0.065 4x5 351 0.7 0 58 NW-Gls-New Town Window shgc- 10 0.300 201 207 215 0 235 0.30%S NW-Gls-New Town Window shgc- 10 0.300 20.7 207 23.5 0 235 0.30%S Floor-2213-1 1 0ph 16 ft..Per. 16 0.481 33.2 531 0.0 0 Subtotals for Structure: 1,652 0 608 1 Infil,: Win.: 4.8 Sum.: 4.2 158 1.889 299 0,379 -91 1 60 Ductwork: 584 117 AED Excursion: 44 Room Totals: 2,535 -91 829 1 Y:\...\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM ""j ro ` s M �� ♦ O ccurrences: 1 System Number: I * ° Numb *. { Supply f... S u pply Ai 4 Volume: 430.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: Actual Winter Vent.: 0 OFM Per cent Su +% A 0 CFM Pe rcent . ; S upp ly : i Ac # CFM T Wi shgc- 9 0. . ! 20 : ♦ 2 8. 2 of 0.3 F loor- 20P - 3 8 f • 1 w Subtot i Ductwork: 360 78 D Excursiow 30 Room Totals: 1,562 -79 556 4 i f f $ I Y:\ ... \Flan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 FPM . ............ k �. `��'�, l� � L y *� 3� A�1�,� Y �,: � tU i \ . � x lx \ l � ` i��1 •, ,t� .� , d�11�k a .ry j S*v W, db ' . _atoned Room Loy ds - Room 4 - Kitche Load Procedure) Calculation Mode. Htg. & clg. Occurrences: 1 Room Length: 361.7 ft. System Number: 1 Room Width: 1.0 ft. ;done Number: 1 z Area: 362.0 sq.ft. Supply Air: 220 CFM Ceiling Height: 11.0 ff. Supply Air Changes: 33 AC/hr ? Volume: 3,978.0 cu.ft.. Req. Vent. Clg: 0 CF Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % E Actual Summer Vent.: 0 CFM ( Percent of Supply: 0 % Actual Winter lnfil.: 18 CFM Actual Summer lfil.: 16 CFM ' SF- Wall- 12F -Osw 14 X 11 136 0.065 4.5 610 0.7 0 t 100 I ! SW- Wall- 12F -Osw 6.7 X 11 50.9 0.065 4.5 269 O,7 0 44 SF- Wall- 12F -Osw 1.8 X 11 20.1 0.065 4.5 90 0.7 0 15 SW-Wall- 1 2F-Osw 9.7 X 11 76.4 0.065 4.5 343 0.7 0 56 I 1 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- 1 2D -Osw 202 X 11 221.9 0.036 5.9 1,317 13 0 296 i SE - Gals °New Town Window shgc- 9 0300 20.7 186 28.2 0 254 I 0.3 0%S SF -GIs -New Town Window shgc- 9 0.300 203 186 282 0 254 0.30%S SW - Town Window shgc- 13.5 0,300 20.7 279 28,2 0 381 tGi s s� -New S 0.3 O% S SW-G Town Window shgc- 30 0.300 20.7 621 28.2 0 847 0 UP°Cell- 16R -38 19.3 X 1 19.3 0.026 1.8 35 12 0 2 Floor- 20P -38 1 X 34.1 .4 341.4 0.030 2.1 707 0.2 0 61 E 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 I AFC} Excursion: 249 Equipment: 0 1,200 Room Totals: v 7,676 -346 4,691 I s 1 i ! 1 4 i h I Y:\ ..,\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Room Length: Room Width: Area: Ceiling Height: Volume: Number • Registers: 2523 ft, 1.0 ft. 252.0 sq,ft. 11.0 ft. 2,776,0 cuft 2 1062 0.065 44 0.065 61.6 0.065 84,4 0.086 10 OMO 12 0.300 30 0.300 17.8 0.300 8 0.300 61.3 0.030 495 20.7 4.5 476 0.7 4.5 197 OY 4.5 276 01 5.9 501 1.3 20.7 207 2&2 201 248 28.3 20,7 621 215 20.7 369 23.5 20.7 166 215 2.1 1 0.2 3,731 1.891 936 0.380 1,398 Ma 145 CFM 3.1 AC/hr 0 CFM 0 CFM 0 % 0 CFM 0 % 15 CFM 13 CFM 0 78 0 34 0 45 0 112 0 282 0 339 0 706 0 419 0 188 0 11 0 2,301 -284 188 436 164 -284 3,089 Y:\ .,\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM S � IN i is .y.: - "" �,, A "' , p4\ }� :.a'i�`,; {i~M1,•�U a� �+\`�\ "q� as k'kz"`\ il,�, dx1l�. } dx�w , ... .. a ,.,. } I ## gg + I Calculation Mode: Htg. & clg. urrences: Occurrences: 1 E Room Length: 212.5 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 2110 s.ft, Supply Air: 93 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 33 AC/hr Volume: 1,700.0 cu.ft. Reel. Vent. CIg: 0 CFM I Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply,: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 9 CFM Actual Summer Infil.: 7 CFM SE-Wall-12F-Osw 10 X 8 55 0.065 4.5 247 0.7 0 40 NE- Wall- 12D -Osw 25.3 X 8 202.6 0.086 5.9 1,202 1,3 0 270 i SE -CPIs -New Town Window shgc- 25 0.300 20.7 518 282 0 706 i 0.30%S UP -Cell- 1613-38 212.5 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 1.893 535 0379 - 162 107 Ductwork: 863 281 €€ AED Excursion: 106 i People: 200 latfper, 230 senlper. 1 200 230 Room Totals: 3,746 38 1,994 { i I 1 i i i 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 oom Loads m Bedroom {p ter Load )p � ., . ...___ S_ "�_.._..__J ._...n_ Calculation Mode: Ht. & clg. Occurrences: 1 = Boom Length: 148.1 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 E Area: 148.0 sq.ft. Supply Air: 77 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 10 AC/hr Volume: 1,185.0 cu.ft. Req. Vent. Clg: 0 CFM ? Number of Registers: 2 Actual Winter Vent.: 0 CFM i Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infsl.: 6 CFM Actual Summer Infsl.: 5 CFM SE- Wall- 12F -Osw 10.7 X 8 60.4 0.065 4.5 271 0.7 0 44 W- Wall- 12F -Osw 14.7 X 8 117.4 0.065 4,5 526 03 0 86 E SE -Gls -New Town Window shgc- 25 0.300 20.7 518 28.2 0 706 0.3 0%S UP- Cell -16S- 38148.1 X 1 148..1 0.026 1.8 266 1.2 0 177 Subtotals for Structure. 1,581 0 1,013 Infil.: Win.: 6.2, Sum.: 5.3 203 1,880 383 0380 -116 77 Ductwork: 588 231 AEC Excursion: 8 i People. 200 tat/per, 230 sen /per: 1 _ 200 230 Room Totals: 2 „552 84 1,638 j [ i k 4 l Y l tt� f I d 3 I § w Y:\ ,,,\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3 :14 PM i i I 4 i Y :0 ... \Plan 1120 End Un t.rhv Wednesday, November 20, 2013, 3:14 PM t Calculation •s- Occurrences: Room Length: 211.6 ft. System Number: I ss, . Number: I Area: 212.0 sq.ft. Supply Height: Ceiling 8.0 ft. Supply A 4.0 Volume: .• • -• • ► CFM Number of t CFM Percent of Supply.. 0 % Actual Summer Vent.: 0 CFM Percent of •p i a tt 1 t SW-Gls-New Town Window shgc- 14 0.300 207 290 28,2 0 395 0.30%S Town Window 0.300 20.7 !. 0,02 t 1.2 0 253 Floor-20P-38 Subtotals for 4 Ductwork: 849 341 It Excursion: People: 20 r, 2310, sen/per; 200 1 R o om Totals: • i i I 4 i Y :0 ... \Plan 1120 End Un t.rhv Wednesday, November 20, 2013, 3:14 PM t I .......... .... ..... ............. ------ . ...... . . ....... . .. . ....... Y, 1120 End Unitrhv Wednesday, November 20, 2013, 3:14 PM i Y ...\Plan 1120 End Unit.rhv Wednesday, November 20, 2013,314 PM Detailed Room Loads - Room 10 - Master Bate jyqr rr ..' _Load ...... ... Calculation Mode: Htg. & c1g. Occurrences: 1 Room Length. 763 ft. System Number: I Room Width: 1.0 ft. Zone Number: I Area: 76.0 sq.ft. Supply Air: 35 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.4 AC/hr Volume: 610.0 cuft Req. Vent, Cl g: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 4 CFM Actual Summer Infil.: 4 CFM NW- Wall -12 -0s 9.3 X 8 66.6 0,065 4.5 299 0.7 0 49 NE- Wall -12D -0 w 8,7 X 8 69.4 0.086 5.9 412 13 0 92 NW-Gls-New Town Window shgc- 8 0.300 20.7 166 23.5 0 188 03 O%S UP-Cefl-1613-38 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 21 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 1 AED Excursion: 31 I Room Totals: 1,705 -83 592 i Y ...\Plan 1120 End Unit.rhv Wednesday, November 20, 2013,314 PM Loads,,Bar ----- ------ E Loft/Be Bedr Master Bedr 911 ZFMMIM U# HE I 6,000 8,000 10,000 11 Cooling Wednesday, November 20, 2013, 3 :141 M Dolma Loads Bar Kit Loft/ Bed Master Bedr In 0 ul Sensible YA ...!Plan 1120 End Un t.r v Wednesday, November ber 20, 2013, 314 P I Guest Entry 155 8,161 167 8 1,721 -293 96 167 2 Laundry 53 2,535 52 5 _ 829 -91 46 52 P dr 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 6,665 124 7,7 - 3,089 9284 171 145 Loft/Bedroom 3 213 3,746 77 7,7 1,994 38 111 93 7 Bedroom 2 148 2,552 52 7,7 - 1,638 84 91 77 8 Master Bedroom 212 3,685 75 7,7 - 2,416 59 134 113 9 Bath 54 126 3 4 - 81 0 4 4 10 Master Bath 76 1,705 35 7 - 592 -83 33 35 Humidification 2,550 Duct Latent @418 System 1 total 1,564 40,364 772 17,606 -1,413 977 825 System 1 Main Trunk Sate. 18x12 in. Velocity. 551 ft, /min E Lass per 100 t: 0.028 in,w above Duct size results room. See the Manual D Ductsize report for duct velocities and other data. * . ! • C1.1 • W -1 . M N#O Y.\ ...\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 314 PM Actual. 1,93 100%/0% 23,200 0 23,200 Indicates highest value of all rotations. y i p � 3 t �sp i 4 p � p S I I p 3 i } YA ...\Plan 1 120 End Unit.rhv Wednesday, November 20, 2013, 3.14 PM System 1: Zone 1: 1 Guest Entry *167 167 167 167 167 167 167 167 8 2 Laundry 52 52 52 56 52 52 52 *57 5 « 4 - • 260 *267 243 202 8 5 Living 171 133 162 172 173 148 179 *183 7,7 L oft/Bedr oom 3 ill 93 109 113 97 78 97 *1 7,7 7 Bedroom 2 91 73 90 94 79 59 78 *95 7,7 8 Master Be droom 1 4i 9 Bath 4 t 4 4 4 t M Master Bath 35 35 35 36 35 35 35 *36 7 In dicates of « , i 450 Northwest 852 15,360 -1,417 1.28 • 0 N or th 1 6 , 88 3 - 1, 4 15 1.41 N or th eas t • 69 / 180" East 916 16,5 -1,415 0 1,38 S ou th eas t 82 4 r# - 27 0 0 South 939 16,918 -1,415 1.41 S ou th wes t 97 6 17,5 - 1, 4 14 1.4 Indicates highest value of all rotations. y i p � 3 t �sp i 4 p � p S I I p 3 i } YA ...\Plan 1 120 End Unit.rhv Wednesday, November 20, 2013, 3.14 PM West Northwest North GMMMw�� Northeast East Southeast Direction Front door Faces (A ..APlan 11 20 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM No 17,OW 16,000 11,000' -- ---- ------ -------- earn 9arn loam Ilarn 12 pre fpm 2pm 3prn 4prn 5prn 6prn 7pm Time of Day Front door faces West Frontdoorfaces Northwest Frontdoortaces North Front door faces Northeast Front door faces East Front door faces Southeast . ...... Front door faces South —*,— Front door faces Southwest (A ,APlan 1120 End Unit.rhv Wednesday, November 2 0, 2013, 3:14 PM Manual S, D, New Town Perrin's Row Plan 1119 Furnace = Carrier Model 59SC2AO60S 17-16 (60000 BTU) Air Conditioner = Carrier Model CAI 3NA01 8****(A,B) (1.5 Ton) Evaporator Coil = Carrier Model CNPV*2417A**+TDR (2 Ton) Duct Data from Program Summary I 111 11111111 J�I 1 III!IJ! 1 ill 111, !1 JIIIII!III 11!1�11I Jill I 1111111 1111 Jill J! I I III I 111111111 as IN N�W M A NONUNION fill, 111111, 1 ME loss of the r0tum skle Numberof active runouts. 13 Total runout outlet airtlow 808 Main trunk airflow'. 726 Largest trunk d iameter. 16 ST 2 30 Largest runout diameter: 8 SR-190 Smallest trunk diameter 15J2 ST 2701 Smallest runout diameter: 4 SR -1 20 Supply fan device pressure losses 0.260 Supply fan static pressure avaitabW 0.540 Runout maximum cumulative static pressure loss. 0-383 Sit -120 Return toss added to supply. 0,064 Total eff ective length of return ( t.) 226.0 Low Total eff ective length of supply ft. LL 177,3 SR-120 Overall total effective length (ft.), 403.2 Low to SR-120 Desicin overall friction rate per 100 ft.: 03134 (Available SP x 100 TEL) Furnace Heat Rise Used 58 degrees on Program Furnace Blower data OWEN Will Furnace Blower data :a Evaporator Coil Static Pressure \�\ \�\ PERFORMANCE DATA (coat.) COIL SINTIC PRESSURE DROP jimwx.) FURON aud R-22 REFRIGERANTS DETAILED COOLING CAPACITIES# Sensible Gain= 15810 BTUs Af Delivers 16150 BTUs 15810/16150 =.978 Or 2.2% over Ma "nual S, 1) New Town Perrin's Row Plan H 20 EQUIPMENT: 15 938 826 16 SMT-100 8 SR-220 15.2 ST-290 4 SR-210 Furnace Heat Rise Used 58 degrees on Program Furnace Blower data �¥< ¢< 2; : ƒ \ »p\ Cooling Data � ? PERFOR MANCE DATA (ico ) Sensible Gain= 17603 BTUs AC Delivers 21290 BT Js at Design 17603/21290 =.826 or 17.4 % Over- 1.5 ton only delivers 16150 BTUs- Had to use this one. SR 220,7'%91 CFM,Reg:10X4 GIMMEM 14x6" TransferGfllle 1=1 4" Panasonfc6 Whispergreen fan, exhausting 37 CFM r. ME = EREARETHELARGEff iONS THAT WILL BE )M EUTE SOFIVARES, MANUALJ AND MAY ME COMMON ROOMS TO MAKE UP SUPPLY AIR Cif THAT IS REQUIRED AS SHOWN ON, FLOOR PLANS, Page Size: 6.5x11 M Main Floor aln F Scale: 1/8" 1*0" Drawn: Approved: North Date: Job Number: Low,7",100 CFM, Mt Fzam� wgm t}d�/ f «� , MMI i Page Size: 8.50 1 Scate 118" = l'O" Drawn: Approved: Date: Job Number: SR-190,8",148 CFƒReg:14x(i MANSISOMMM 168" Transfer Grille wd�� .22= 2MYtto—I PERRIN'S ROW M37-MUM , oposed: Frame In WO" Duct In Mstr Oset Page Size- Drawn' Approved" Date: Job Number: SR-140,7",72 CFM,Reg:lOx4 SR-150,7 ',72 CFM,Reg:lOx4 )x4 _4 locations, tomer comfort preferences, Continous blower operation may be required to equalize temperature differences, North f�»? ° °?f { rage,atze: 8.5x I I Scale: 1/8" = 1'0" Drawn: Approved: Date: Job Number. 4 11 whisper green fan-_,,_ 1r 146' Transfer GrNfe MIER-M l NEWTOWN BUILDERS Main Floor PERRIN'S ROW Plan 1120 Scale: 116" = 1V Drawn: Approved: Date: Job Number: ROOMS TO MAKE UP SUPPLY AIR CFM THAT IS REOUIRED AS SHOWN ON FLOOR PLANS, 5R-120,7",47 CFM,Reg.10x4 Toe Kick ------- -.—..- x= M�= Page Size: Drawn: Approved: Date: Job Number. on-zw,t or vA SR-190,7",35 M,Reg:10x2