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HomeMy WebLinkAbout5690 W. 38th Avenuei City of Wheat Ridge Residential Roofing PERMIT - 201706634 PERMIT NO: 201706634 ISSUED: 08/28/2017 JOB ADDRESS: 5690 W 38th AVE UNIT A EXPIRES: 08/28/2018 JOB DESCRIPTION: Residential Re -roof for 5690 W 38th units A, B, C & D to install GAF Timberline HD asphalt shingles with 32 sq. *** CONTACTS *** OWNER (720)339-1444 NT PERRINS 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#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 16,780.00 FEES Total Valuation 0.00 Use Tax 352.38 Permit Fee 315.25 ** TOTAL ** 667.63 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Midroof & Final.Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. �. A r City of Wheat Ridge .. r Residential Roofing PERMIT - 201706634 PERMIT NO: 201706634 ISSUED: 08/28/2017 JOB ADDRESS: 5690 W 38th AVE UNIT A EXPIRES: 08/28/2018 JOB DESCRIPTION: Residential Re -roof for 5690 W 38th units A, B, C & D to install GAF Timberline HD asphalt shingles with 32 sq. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications= applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permtt. I fort attest that I am legally authorized to include all entities named within this document as parties to the work to be performed an�all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature o O R o CONTRACTOR (Circle one) Date 1, This pe it was issue ased on the information provided in the permit application and accompanying plans and specifications and is subae to the compl' ce with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. Thi ermit shall pire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and rec ved prior to a date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and ma be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinanc regulation of this jurisdiction. Approval of work is subject to f any 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 From: no-reply@ci.wheatridge.co.us Sent: Wednesday, August 23, 2017 4:43 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 residential roof? How many dwelling units are on the property? PROPERTY INFORMATION Property Address Property Owner Name Yes 3- or 4- Units 3FIbL ' l 5690 W'32nd Ave Perrins Row HOA Property Owner Phone 720-339-1444 Number (enter WITH dashes, eg 303-123-4567) 153 nl O 11 Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract perrinsrow@gmail.com Yes PerrinsRow.pdf CONTRACTOR INFORMATION Contractor Business Name Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) ECO Roof and Solar 120088 303-484-9854 610 S Lipan St Denver CO 80223 Contractor Email Address zmaiers@ecoroofandsolar.com Retype Contractor Email Address DESCRIPTION OF WORK TOTAL SQUARES of the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? zmaiers@ecoroofandsolar.com 32 16780 No 154 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 155 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. 156 ECO Roof and Solar, Inc. Restoration Contract THIS CONTRACT is executed this 12'h day of July 2017, between. ECO Roof and Solar, Inc. whose address is 610 S Lipan Street, Denver, CO, 80223, ("Contractor") and Perrin's Row Community Association. ("Client"), whose address is: 5630 W 38`' Ave Wheat Ridge CO 80212, c/o the registered agent currently on file with the Colorado Secretary of State, its successors and assigns. WHEREAS, Client owns the real property commonly known as: Perrin's Row Community Association, ("Property"). WHEREAS, the Client's property insurer is: American Family Insurance Group — Claim #'s 00225195384:00225195398:00225195401:00225195396:00225195393:00225195390 00225195402 - for property damage from the regional 5/08/2017 hail storm. NOW THEREFORE, in consideration of these mutual promises and other good and valuable consideration, the parties agree as follows: 1. Scope of Work; Engagement. Contractor hereby agrees to furnish all materials and labor required. to repair commissioned portions of the Property, so approved by Insurerand the Client, as more fully described herein and the attached Exhibit A (the "Work"), to be attached to this Contract and initialed by Contractor and Client prior to commencement of the Work. To the extent any conflicts exist between this Contract and Exhibit A, the terms of this Contract shall control. *Work does not include the D&R of the Solar Panels. These items have been removed from scope of work as they will be handled by a 3`d 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 Contractor Initials Client plans on using proceeds from an insurance policy to pay, in substantial part, for the Work to be done by Contractor. Section CRS 6-22-103(1),(a), requires this Contract to include "the scope of roofing services and materials to be provided." Section 6-22-103(1)(c), Colorado Revised Statutes, requires this Contract to include "the costs of the services based on the scope of damages claimed and acknowledged at the time this Contract is entered." American Family Insurance Group has identified the amount of insurance proceeds authorized specifically for the Work, (i.e., "the approximate costs of 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 1 ..............................$70,645.91 -2 nd Payment — 50% of Actual Cash Value (ACV) $65,645.91 less a 10% retainer ($6,564.59) due upon commencement of Phase 2..............................................................................$59,081.32 • Final Payment — Depreciation + Retainer + Additional Supplements due upon final inspection and completion of punch list items .......................................................................$13893.12 +$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 hasihave 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 perfonmed 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 3A party vendors (SolarCity) or any other causes beyond the Contractor's control than cannot be reasonably overcome by Contractor, labor disputes, orfire. Page 3 of 14 Client Initials Contractor Initials 6. Change Orders. In the event that changes need to be requested by either party, such request shall be made in writing and delivered to other party via US mail or Electronic Correspondence, i.e., email. Receiving party shall have 5 days to acknowledge said change order and 15 days to accept same in writing or propose a suitable alternative solution. 7. Site Inspection by Contractor. Contractor represents it has inspected the site and is familiar with its condition and accepts the condition of the site as it exists and states there shall be no request by Contractor for additional compensation due to site conditions. 8. Tools Equipment, Etc. Contractor shall furnish all tools, equipment, supplies and materials necessary to perform the Work. Client shall not be responsible or liable for any loss of Contractor's tools, equipment, materials and supplies. However, Client shall be responsible for supplying all water, gas, sewer, anil electricity for performance of the Work. 9. Waste Removal. Contractor shall remove from the site all rubbish, debris, and waste material arising from the Work upon completion of the Project. 10. Cooperation of Contractor. Contractor shall obtain all governmental inspections required, if any, for performance of the Work and shall cooperate with the Client in the performance of this Contract. 11. Safety. Contractor shall take all reasonable safety precautions with respect to the Work, shall comply with all applicable laws, ordinances, rules, regulations, requirements and orders of any public authority for the safety of persons orproperty. 12. Employment Practices. Contractor, in the performance of the Work, is an independent contractor and, as such, shall be responsible for compliance with the provisions of all applicable State and/or Federal Social Security, Unemployment Compensation, Workmen's Compensation, Sales and Use Tax, Withholding Tax and other tax laws now or hereafter in effect and shall pay all taxes, contributions and premiums required thereunder. 13. No Liens. Contractor shall deliver the Work to the Client in good condition, free and clear of all claims, liens and encumbrances arising by, through, or under Contractor. At all times, Contractor shall defend and hold Client harmless from and indemnify Client from and against all such claims, liens or encumbrances, pending orthreatened. 14. Insurance. Contractor shall, in a manner satisfactorily to the Client, maintain at its own expense until the completion of the Work and final payment therefore the following insurance: Page 4 of 4 Client Initials Contractor Initials (a) Worker's Compensation and Employer's Liability as required bylaw; (b) Comprehensive General Liability; and (c) Comprehensive Automobile Liability. Maintenance of the required insurance protection does not relieve Contractor of responsibility for any losses not covered by the above required policies. Upon Client's written request, Contractor shall furnish original certificates, together with copies of the policies, evidencing that existence of the required coverage with the Client named as a co-insured. Failure of Contractor to fulfill any of its obligations contained in this Section shall constitute a material breach of this Contract. 15. Indemnity. Contractor hereby 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. Warranty. Contractor hereby warrants that all workmanship performed hereunder shall be free from defects for a period of Five Years (5), (the "Warranty Period"), from the date of completion. The foregoing warranty shall be against any and all defects in labor, and/or equipment, violations of applicable laws, codes, statutes, ordinances, regulations and requirements and provisions set forth in this Contract. The materials will be warranted by the manufacturer for a period of time set forth in their warranty information specified in Exhibit A. Contractor shall not be held liable for any defects in workmanship arising from materials. Contractor shall not be obligated to perform any corrections arising from Client's Negligence. 17. Client's Remedies. Contractor shall be liable to Client for any damages sustained by the Client as a result of Contractor's breach of this Contract. 18. Contractor's Remedies. Client shall be liable to Contractor for any damages sustained by Contractor as a result of Client's breach of this Contract. Contractor shall haven 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 1.5 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 tees and costs. (c) Upon Breach by Client. (i) Contractor shall notify Client of said breach and shall give Client 15 days from its receipt of such notice to remedy the breach, provided, however, if it is or becomes impossible or commercially impracticable for Client to cure such breach within 15 days, then Client shall have such additional time as is necessary to cure the breach until the impossibility or commercial impracticability ceases to exist. (ii) In the event Client fails to timely correct said breach in a manner satisfactorily to Contractor, then Contractor may notify Clienttliat this Contract is terminated and Client shall be liable to Contractor for all damages and/or costs sustained by Contractor as a result of said breach including all legal fees and costs. (d) In addition to the tennination rights above, the following rescission rights shall apply: Page 6 of 14 Client Initials 14 Contractor Initials (i) The Client may rescind this Contract and obtain a full refund of any deposit within seventy-two hours after the Final EffectiveDate (i.e., the date of last execution of the First Amendment). As further discussed herein below, The Client may also rescind this Contract pursuant to section CRS 6-22-104. The Client may rescind this Contract within seventy-two hours after the Client receives written notice from its property and casualty insurer that the claim for payment for the Work which is the subject of this Contract is denied, in whole or in part. Client's right of rescission under this subsection (ii) does not apply when the property and casualty insurer denies, in whole or in part, a claim related to a request for supplemental roofing services if: 1) the damage requiring the supplemental roofing services could not have been reasonably foreseen as a necessary and related roofing service at the time of the initial roofing inspection or the execution of this Contract; 2) the supplemental roofing services is required by building code; or, 3) the supplemental roofing services arerequired to meet roofing material manufacturer install specifications. As to subsection (ii) above, the Client shall give written notice of rescission of this Contract to the Contractor at the physical address provided herein within seventy-two hours after the Client is notified of the denial. The Client may give notice of rescission of this Contract: (a) In an electronic form, which is effective on the date of the electronic transmission; (b) By mail, which is effective upon deposit in the United States mail, postage prepaid, sent to the physical address stated in the contract; or (c) By personal delivery to the Contractor, which is effective upon delivery. (iv) Within ten days after rescission of this Contract per subsection (ii) above, the Contractor shall return to the Client any payments or Page 7 of 14 Client Initials Contractor Initials deposits made by, or evidence of indebtedness of, the Client in connection with this Contract for Work on the Property. (v) The Client's rescission of this Contract per subsection (ii) above does not preclude the Contractor from retaining all or a portion of any payments or deposits made by the Client to compensate the Contractor for Work actually performed on the Property, in a workmanlike manner consistent with standard roofing industry practices, but the Contractor may retain only an amount required to compensate the Contractor for the actual work performed. (vi) The Client's rescission of this Contract per subsection (ii) above does not abrogate the Contractor's right to pursue common law remedies for the reasonable value of roofing materials ordered and actually installed on the subject residential property pursuant to this Contract for Work before the Client rescinded this Contract, as long as the Contractor performed the roofing services consistent with roofing industry standards for workmanlike performance of roofing services. (vii) The Client's rescission of this Contract per subsection (ii) above does not abrogate a property and casualty insurer's duties, responsibilities, or liability under sections 10-3-1115 and 10-3- 1116, Colorado Revised Statutes. (viii) This Section 20 also constitutes satisfaction of the requirements of Sections 6-22-103(f) (1) and (II), Colorado Revised Statutes. Section 20 constitutes Contractor's policy regarding the cancellation of the Contract and the refunding of any deposit. It includes a rescission clause allowing Association to rescind the Contract and obtain a fiill refund on any deposit within seventy- two hours atter 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 pursuant hereto: If to Contractor: ECO Roof and Solar, Inc. 610 S. Lipan Street Denver, CO 80223 Attn: Ryan Nichols Tel.: 720-346-3338 Email: RNichols(a),ecoroofandsolar.com If to Client: Perrin's Row Community Association 5630 W 38"' Ave Wheat Ridge CO 80212 Attn: Perrin's Row HOA Tel.: ( ) Email: peninsrow@gmaiLcom Page 9 of 14 Client Initials 4214 Contractor Initials 24. Notice. Except as otherwise provided herein, notice shall be deemed to have been given on the date on which notice is delivered, if notice is given by personal delivery, on the date of the electronic transmission, if notice is given in an electronic form and one business day after the date of deposit in the U.S. mail, if mailed. 25. No Waiver. Any failure to enforce or waiver of any breach of any of the provision of this Contract shall not constitute a waiver of any continued or additional breach of the same or any other provisions of this Contract. Client's failure to give notice to Contractor shall not limit, alter, diminish, restrict or waive Contractor's obligations set forth in this Contract. 26. Entire Agreement. Both parties hereby agree that this Contract and all documents referred to herein represents and constitutes the entire agreement between said parties and no other document or representation, either verbal or written, whether made heretofore, simultaneously with the execution hereof, or hereafter, except as set forth herein, shall be binding on either parties hereto. 27. Amendment. This Contract may be amended, altered, or modified only by written instrument executed by both parties hereto. 28. Governing Law. This Contract shall be interpreted in accordance with the laws of the State of Colorado. In the event of a lawsuit, the proper venue shall be in Denver County, Colorado. 29. Severability. The provisions of this Contract are severable, and should any provision be found to be invalid or unenforceable, such finding shall not affect the validity or enforceability of any other provisions hereunder. 30. Independent Contractor. Contractor is not an employee or agent of the Client, but only an independent contractor. Nothing in this Contract shall authorize or empower Contractor to create or assume any obligation or responsibility whatsoever, express or implied, in the name or on behalf of the Client, nor to make any representation, warranty or Contract on Client's behalf. 31. Attorney Fees. In the event of a default under, or breach of this Contract, the prevailing party shall be entitled to reasonable attorney fees and costs including all costsincurred on appeal. Page 10 of 14 Client Initials Contractor Initials This document authorizes ECO Roof and Solar, Inc. to invoke and compel appraisal rights on behalf of the insured to determine the final payment amount of the claim should the restoration project incur justifiable and verifiable supplemental costs heretofore unknown. [Remainder of page left intentionally blank — Signature Page Follows] Page 11 of 14 Client Initials Contractor Initials IN WITNESS WHEREOF, the Client and Contractor for themselves, their heirs, representatives, successors and assigns, have executed this Contract the day and year first above written. Perrin's Row Community Association; CLIENT By ECO Roof and Solar, Inc.; CONTRACTOR By: f Title: Za aiers Commercial Pro'ect Manu er Page 12 of 14 Client Initials, -1 Contractor Initials Exhibit A Pre -Construction Phase: Delivery of safety, site control, and storage equipment for use during various Phases of restoration process. All equipment used to complete the restoration process in its various Phases will be contained within The Perrin's Row Community Association Property. Initial equipment to include but not limited to depending on necessity: Delivery of one (1) 30 YD waste dumpster: Delivery of one (1) porta-potty: Delivery of one (1) temporary storage container (connex) for storage of materials and equipment: Delivery of portable fencing, cones, and any other equipment defined as site control and safety equipment. *Please note we will attempt to limit tenant impact but additional parking on site will be used to store this equipment. Phase One (Trade Completion): Completion of non -roof and gutter related trade items detailed in the scope of work provided by American Family Insurance Group. These items to include the replacement of the damaged HVAC units (damaged bases and damaged fan guards), replacement to the broken windows panes (re -glazing), replacement of the damaged architectural metals (color to match existing), replacement of damaged garage doors, patch repair to damaged stucco (color to match existing). Equipment necessary for these various processes will be delivered and on site in on an as need basis. Equipment to include but not limited to: Ladders of various height: Delivery and relocation of one (1) Aerial reach crane: Delivery of new material and HVAC equipment, Delivery and relocation of one (1) Articulating man -lift work platform: Delivery of new window pain and glass materials: Delivery of new architectural metal materials: Delivery of new garage doors: Various work vehicles and personnel. Phase Two (Solar Removal, Roof Installation, Gutter Installation): Coordination with SolarCity for removal and temporary storage of all Solar Panel systems currently installed on the various roof structures. Delivery of roofing materials: this process will include the presence of P party equipment on site from our supplier. This equipment includes but is not limited to: Use of one (1) 3 axel transport vehicle with boom/crane arm: Ladders of various height. Materials will be loaded and isolated to the roof of each structure. Existing roofing materials will be removed completely to the existing solid sheath wood deck. New materials being installed include GAF's Timberline HD 30yr shingle (Color TBD), 2 courses of GAF's Weatherwatch Ice and Water Shield to extend 24" within the warm wall of the structure and GAF's TigerPaw Synthetic Underlayment. All damaged roof vents, flashings, pipe jacks, and edge metal will be replaced with new materials and installed in compliance with manufacturer specifications and local city codes and ordinances. Upon completion of each roof, gutter and downspout installation will commence. All damaged gutters and downspouts will be removed from the building and disposed of properly. New gutters and downspouts will be installed to match the existing gutter and downspout installation (color TBD). During construction of the re -roofing and gutter process the following equipment will include but not be Page 13 of 14 Client Initials klt 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 sa= 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 r 6MIPM Re -Inspection required: Yes , y When corrections have been made, call for re -inspection at 303-234-5933 Date: �� Inspector:+ S` DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: ' i =? �� �� v C Permit Number: ❑ No one available for inspection: Time J ,-AM/PM Re -Inspection required: Yeso� When corrections have been made, call for re -inspection at 303-234-5933 I M� Date: (I �' I I Inspector:' �� DO NOT REMOVE THIS NOTICE M. of I'A za=ril 111111:111igiirl ''Imill III ip�� . ...� Add Tess: Same as above City, State, Zip: g Solar City 110035 919-622-3772 tmorrisl@solarcity.com -- -- - ----- -- - Electrical: W.R, CitX Licens Plumbing: U44 LQ", ��t Mechanical� W.R. City License # I" - ry DEVELCMIMENIT COMMUM C WENT Building & Inspection Services Division 7500 W. 29 Ave,, Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 of I'A za=ril 111111:111igiirl ''Imill III ip�� . ...� Add Tess: Same as above City, State, Zip: g Solar City 110035 919-622-3772 tmorrisl@solarcity.com -- -- - ----- -- - Electrical: W.R, CitX Licens Plumbing: U44 LQ", ��t Mechanical� W.R. City License # Installation of 3 a grid-tied PV system, flush mounted to roof. KW OM 201401697 Structural review was based on truss calculations for Perrins Row - Lot 3 and the design criteria listed below: Design Criteria: Version #17.0 f t .I. 3055 0 a view Way, Seat �4 ateo CA 93 d�W Oct ober 16, 2014 ZOO* 414 Project/lob # 8025053 RE: COVER LETTER Project: Perrins Row - Lot 3 Community 56908 W 38Th Ave. Wheatridge, CO 80212 D igitally sign by Srihari Raghavan bate. 20 14.10.16 21.4 7. - 07'00' T W I t C oncern, Structural review was based on truss calculations for Perrins Row - Lot 3 and the design criteria listed below: Design Criteria: 0.86.2014 Page # 2 30, Ofoa view Way, San et a, a � 94402 H. w .. « www,scAarcd —.v -Lot Community -3ob#8025053 CONTE Cover Letter Ta ble Of Contents And .• Pr oject * • s a Structure & ' V System Informatio Calculation Of Design Wind Loads And Uplift Calculations Ca6latl of Me.• And •.d Structural Framing Analysis Page 1 3 4 5 6 Nate. per IBC 1513,1, Seismic check is not required because Ss = 0,224 < 0.49 and Seismic Design Category {S C) = 8 < D 56 C Latitude: 39.769153, Longitude: -105.058401, Exposure Category: C 10.16.20vv 7 SleekMoUntTM PV �" t j4M Version #1 Structural Design Software vg t pv Sy s t em RL" earn P, Tile, ttamentrsterrt " NA g , Z Standinq SeAM, cinq N o NA Minimum Eave End Setback Rafter in 24" O.0 vg t pv Sy s t em aa6 a ty feekMount"'I Tile, ttamentrsterrt Tile Ploofs ntr NA g , Z yents Spa N o Minimum Eave End Setback D 10-M-Mr, M Z W Mm i COMM W- mm i ii: l 'i i: MAN �iii I Dead i. ►s a «�� *.� � * � a * sea r * a i 2x4 ' i. ►s a «�� *.� � * � a 0-0-0 2-0-0 2-0-0 411-10 6-9-4 Lmading neral CS1 Summary Deflection li (toe) Allowed Le x1 0 �e ' cork Mc 1 04W 1 ON (I -2D 77 0, w L/519 CA L/ "0 Roof Snaroty d 1>', f To SC 0,91 0 142) Not U, 41,22 ix A, 1,` c }"#1,l 12 L: 240 XlX I O(nk) Rcpt. NN krewe � Y. Avd, fj,R2 (64 1 TU 0,P) uY W BO'k, 0 1 DO'L 1)5% I Cmj, FX3.r, Ka " 1 5 Reaction Summary n Tune. as cniv SW W4181 m1ft" R Big 1 04d al Ma bear him Gme Udift NW Wilvd Unfi n We Upho Nuy Ilom l pm j" 1 ,1,5 ru &M Pro ill t0 H R"It Ovell j 1 ,5 vp Sirel 2,71 or ' M lbi the Material Summary Bracing Summary TC SPF 1 002 0 21 4 m4rlz Wllrxinr Sleembol orNAim or 2 - Purli. Aimpi hyOdlm 719 SPF 2 t1t 4 Is I A 6 Oc SPF 240➢1.O 2 x 4 arcrt SC Hwiog SUKhod or P.Ab" Al 1 04 0, Nebo d""01 by Offim. W Q SPF 001,10, 2 x 4 Ad's SPF Suxt 2 x 4 Ock4w 2,17 $If le,30A.5 I & 4 144. 1 0 1 F 1651,13 1 x 4 614l SPF tQ 2 e 4 ?klA Spf #2 2 x 4 still SPF 24MO.0 2 x 4 Loads Summary l yIbk ftss h&, Iran dtdipW M,lbt dkvt, Ofa halm, Cot doip suo. Wal (fN - Yt PO) fi,r hxpUpbkn w 05 Ocdptue not"l, with dw A'U"wingure, dtfuAllinpou 10p,rF,,wd$ns,.&rxl(PgX N07M All hmvhar, itppmd ad the peml i.e. kuxt h,. t,= uml Rx Omm.fmw laM qh -PA 15X- 7.15, 4 Load CwNe t)1: Slit Dead Low] 114rihmd Loads Nlwba LocAeur I uwoeion 2 Okkum SEMI sum 1,,Wi 6W 1:s at I nb WWO, Top Chd 24., R r prof Member Forces Summary I'W —dr"a, N1 J,,S R om Ck'i"Wr au'd km� Ww wnpe kA" Wa W mW ffirev tv 00, kmv) 1 9.1 0,00 15 " ",e 14.5 V17 lh�, 84 O,W N7 He, I � .2 (1,92 4 0,187 1b, 516 0441 5, Or, Un Iq 0 0,035 23 1b, OA94 60 IN, 1442 0,690 4,014 h, , 2,6,sk Ile; 0,26, 91 R's 642 QyP 1 2 12 th" 0 0AU lb, WW -8s) tb, 04,1 OA18 N'4 the 0 14 1 A,086 ff" 444 Oyz� -2,9M) rPA I p Wh` Olk hu", h1le beer, 'k .. v the? Effikv—'lemh C M a oumoWd p'M k A NO2,M OwAl htwol. Cq - l,04. Isev"t Fi,ahmexr-u, CIA, DWWPTNTfARCF� I 9 NOITEAwpy —vulmu w p1m w n thc = P nod y Mel wqldd,te' 'fdtv 04"rowdrol, "Amogio & Gmo w fi rld, by the BIWding lkopuy, A ewton thi, dre—ig di� wre, gk"j"Ww eofpA)&nvwW Oguav ing R, Mv IN the m,,� anepo.ew d"ip �J ,��Wnm the W fltC 'U"Am 1, mt Notes" paw for mlevtio. . AH wwwalo, a skull! be rnenufimunl by Sin on S rmqellr Coupony, he in BR-2762 � At W 20 Pew, unku Orc spx ificd Plot sari xs fullo"red by. a '-18" . W, indium W #x ,qWX pAft- 0"59 1 V, Wch neikuds a jnlda b,omAl 18 nWW p4ac 3x4 - 6x14 • lL5x3j 1.25x3i Solar-04 Truss: G3 3055 Clearview Way Njecttotur 8025053 Component Solutions" San Mateo, CA 94402 lksigner: J'salniago Truss, (888) 765 2489 Date: 10/16 6 55.36PNI Vmion: 5,5 tBuflel 101 Page: I oft S PkIl "'pail "Y O HL ()0102 ()0102 CAN T L C AN T R PTINIS Spacing WGTTLY 34-0-0 x.5 1 0-11-0 1-3-0 0-0-0 0-0-0 1 24 in I57 Ins . . .. ............. .... .............. ...... ... . . . ... . ......... . — ---, — --, l 0-t 1-0 .. - . ... ....... ......... . . . - ------ - .... .. . ..... .. 4 4 - 6-94 7-0-12 1-3-0, 6��:22 . ........ .. 10-2-12 - ---- -- -------- - 26-114 0-0-0 2-0-0 2-0-0 411-10 6-9-4 Lmading neral CS1 Summary Deflection li (toe) Allowed Le x1 0 �e ' cork Mc 1 04W 1 ON (I -2D 77 0, w L/519 CA L/ "0 Roof Snaroty d 1>', f To SC 0,91 0 142) Not U, 41,22 ix A, 1,` c }"#1,l 12 L: 240 XlX I O(nk) Rcpt. NN krewe � Y. Avd, fj,R2 (64 1 TU 0,P) uY W BO'k, 0 1 DO'L 1)5% I Cmj, FX3.r, Ka " 1 5 Reaction Summary n Tune. as cniv SW W4181 m1ft" R Big 1 04d al Ma bear him Gme Udift NW Wilvd Unfi n We Upho Nuy Ilom l pm j" 1 ,1,5 ru &M Pro ill t0 H R"It Ovell j 1 ,5 vp Sirel 2,71 or ' M lbi the Material Summary Bracing Summary TC SPF 1 002 0 21 4 m4rlz Wllrxinr Sleembol orNAim or 2 - Purli. Aimpi hyOdlm 719 SPF 2 t1t 4 Is I A 6 Oc SPF 240➢1.O 2 x 4 arcrt SC Hwiog SUKhod or P.Ab" Al 1 04 0, Nebo d""01 by Offim. W Q SPF 001,10, 2 x 4 Ad's SPF Suxt 2 x 4 Ock4w 2,17 $If le,30A.5 I & 4 144. 1 0 1 F 1651,13 1 x 4 614l SPF tQ 2 e 4 ?klA Spf #2 2 x 4 still SPF 24MO.0 2 x 4 Loads Summary l yIbk ftss h&, Iran dtdipW M,lbt dkvt, Ofa halm, Cot doip suo. Wal (fN - Yt PO) fi,r hxpUpbkn w 05 Ocdptue not"l, with dw A'U"wingure, dtfuAllinpou 10p,rF,,wd$ns,.&rxl(PgX N07M All hmvhar, itppmd ad the peml i.e. kuxt h,. t,= uml Rx Omm.fmw laM qh -PA 15X- 7.15, 4 Load CwNe t)1: Slit Dead Low] 114rihmd Loads Nlwba LocAeur I uwoeion 2 Okkum SEMI sum 1,,Wi 6W 1:s at I nb WWO, Top Chd 24., R r prof Member Forces Summary I'W —dr"a, N1 J,,S R om Ck'i"Wr au'd km� Ww wnpe kA" Wa W mW ffirev tv 00, kmv) 1 9.1 0,00 15 " ",e 14.5 V17 lh�, 84 O,W N7 He, I � .2 (1,92 4 0,187 1b, 516 0441 5, Or, Un Iq 0 0,035 23 1b, OA94 60 IN, 1442 0,690 4,014 h, , 2,6,sk Ile; 0,26, 91 R's 642 QyP 1 2 12 th" 0 0AU lb, WW -8s) tb, 04,1 OA18 N'4 the 0 14 1 A,086 ff" 444 Oyz� -2,9M) rPA I p Wh` Olk hu", h1le beer, 'k .. v the? Effikv—'lemh C M a oumoWd p'M k A NO2,M OwAl htwol. Cq - l,04. Isev"t Fi,ahmexr-u, CIA, DWWPTNTfARCF� I 9 NOITEAwpy —vulmu w p1m w n thc = P nod y Mel wqldd,te' 'fdtv 04"rowdrol, "Amogio & Gmo w fi rld, by the BIWding lkopuy, A ewton thi, dre—ig di� wre, gk"j"Ww eofpA)&nvwW Oguav ing R, Mv IN the m,,� anepo.ew d"ip �J ,��Wnm the W fltC 'U"Am 1, mt Notes" paw for mlevtio. . AH wwwalo, a skull! be rnenufimunl by Sin on S rmqellr Coupony, he in BR-2762 � At W 20 Pew, unku Orc spx ificd Plot sari xs fullo"red by. a '-18" . W, indium W #x ,qWX pAft- 0"59 1 V, Wch neikuds a jnlda b,omAl 18 nWW p4ac 3x4 - 6x14 • lL5x3j 1.25x3i ABBREVIATIONS ELECTRICAL NOTES INDEX LICENSE A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING PV1 COVER SHEET AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED I THE OPEN PV2 SITE PLAN BLDG BUILDING POSITION, A SIGN WILL BE PROVIDED WARNING PV3 PV4 STRUCTURAL WOWS THREE LINE DIAGRAM E EC 13041 CON C CONCRETE 2. OF THE HAZARDS PER ART. 690.17. EACH UNGROUNDED CONDUCTOR OF THE PV5 ELECTRICAL CALCULATIONS D COMBINER BOX DISTRIBUTION PANEL MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED CUTSHEETS ATTACHED DC DIRECT CURRENT BY PHASE AND SYSTEM PER ART, 210.5. EC EQUIPMENT GROUNDING CONDUCTOR 3. A NATIONALLY -- RECOGNIZED TESTING (E) EXISTING LABORATORY SHALL LIST ALL EQUIPMENT I EMT ELECTRICAL METALLIC TUBING COMPLIANCE WITH ART, 110.3. SOLAR GUARD METER 4. CIRCUITS OVER 250V TO GROUND SHALL COMPLY WITH ART, 250.97, 250,'92(B p J URISDICTION NOTES GALV GEC GALVANIZED GROUNDING ELECTRODE CONDUCTOR 5. DC CONDUCTORS EITHER DO NOT ENTER GND GROUND BUILDING OR ARE RUN IN METALLIC RACEWAYS GENERAL NOTE HOG HOT DIPPED GALVANIZED OR ENCLOSURES TO THE FIRST ACCESSIBLE DC I CURRENT DISCONNECTING MEANS PER ART, 690.31(E i Imp CURRENT AT MAX POWER 6, ALL WIRES SHALL BE PROVIDED WITH STRAIN INVS INVERTERS RELIEF AT ALL ENTRY INTO BOXES AS Ic 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. W KILOWATT UL—LISTED LOCATION PROVIDED BY THE 2, THIS SYSTEM HAS NO BATTERIES, NO UPS, LBW LOAD BEARING WALT. MANUFACTURER USING UL LISTED GROUNDING 1 PHOTOVOLTAIC SOURCE AND INPUT CIRCUITS AND MIN MINIMUM HARDWARE. INVERTER INPUT CIRCUIT ARE UNGROUNDED. MIR MIRROR 13. 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 2009 INTERNATIONAL NEC NATIONAL ELECTRIC CODE UL LISTED LAY -1N LUGS LISTED FOR THE BUILDING CODE. NIC NOT IN CONTRACT PURPOSE. POSTS SHALL BE MADE 6. ALL ELECTRICAL WORK SHALL COMPLY WITH THE NTS NOT TO SCALE ELECTRICALLY CONTINUOUS WITH ATTACHED 2011 NATIONAL ELECTRIC CODE. OC ON CENTER RAIL, P PANEL BOARD 9. MODULE FRAMES, RAIL, AND POSTS SHALL BE PL PROPERTY LINES BONDED WITH EQUIPMENT GROUND CONDUCTORS PV PHOTOVOLTAIC AND GROUNDED AT THE MAIN ELECTRIC PANEL. PVC POLYVINYL CHLORIDE 10. THE DC GROUNDING ELECTRODE CONDUCTOR VICINITY 1 S UBPANEL SHALL BE SIZED ACCORDING TO ART. SCH SCHEDULE 250A66(B) & 690.47, cLL S STAINLESS STEEL, SSD SEE STRUCTURAL DRAWINGS STC STANDARD TESTING CONDITIONS a ' `Ala Sm SOLAR WATER HEATER Walm Trl TYP TYPICAL SUpT zs I' LION UNLESS OTHERWISE NOTED Mw � UPS UNINTERRUPTIBLE POWER SUPPLY super 8 I envel F amous V VOLT Staplelon y Legendasy Vp VOLTAGE AT MAX POWER Bar., »ou' Voc VOLTAGE AT OPEN CIRCUIT' WATT 3R NEMA 3R, RAINTIGHT I s)r ing , r I Iur war REV BY CRATE COMMENTS u a COWDENTIAI -p THE WOWATO ME" CONTAINED CONTAINED SHAU. 140T USED FOR THE im mm JB — 80 5053 0 PRE" O Deaver DE W, HORINE, KYLE ABOISON NE W TOWN BUILDERS P'ERRINS ROW CO DES NIRAJ NI CHAL ,�. �1, darCi WJEFIT OF NOR SHALL I AN, EXCEPT I 40LE T: N. HOMES 12 ' CANADIAN SOLAR CS6P -250PX 0B W. I AVE. 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[ •. z t t3 �, dZrVOZ 1 F V--Z-S1- S-°WO- OT VdWV _. - dVd T J AUI 31AIN301 SONINIS 00 311 NI WOHS 388 d tut ONV 3sl 0 10 MO t � � t 3 � , (0)M(G)SVOIC 33N a An 03Wd 83ON1 ONLLY830 kIIDVdViV 83F#d2 N 1N3A3Sd 01 33V3Nt1 ' N0ll sx7 H 3rt08V „z /1 wHi 32 IN 03iNnom 39 01 Si 1Enawo ° (3) r d /V00 0 d1Nn d 1 !� N4ttnKst0 i dZ /V40 1 8d 13NYd NOOKSIO i (3) Od n� i _ __ JcJ _ _ — --®__— _____... — — — — — — _ w �J3 __ ON -3`... -- «. _ ,,. « ..... »_ _, _ . .�............ — — — — — _ _ - � n Y dtN q ll T dw s.xa (SAUi s z •0C3 - - - - - -.' _ - a;v - - - .. _ .: -. ........,.d d .knTf -W•net t r onna ?0C3 J3 1 N (3) t1d I� 1 01 :xowdA Z' £ :a0 z d3Z '*Dri *4wor3 1 'W 'Odd M9'6ZZ " 09Z !OlnPOA Ad X96 'A4tZ ' S :JO i3 X Z-d9SO �1VIOS NW*VNVO(Zl) -- Y Y - Z - sn - s Q1n4-4'£�~Nd V(1)_ T dZ /V00t i �.. .. [ •. z t t3 �, dZrVOZ 1 F V--Z-S1- S-°WO- OT VdWV _. - dVd T J AUI 31AIN301 SONINIS 00 311 NI WOHS 388 d tut ONV 3sl a. Conductor must have 30 deg. C ompocity >= 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(6)(16). Total: Modules Vmpd ISCAME Tvocl Imp: So Vdrop = A iA , V/deg C mAtd2g C # lllv Imp Length (ftj Wire ► Voc- 1 axAve Hi:89 deg F . ... ..... ...... --------- Total STC1 I Vo* F 4ea C I �01 lcont * 1,25 = (Amps) 30 deg C ampacity 1b loont= (Amps) II Start ampacity Temperature derate Conduit fill derate IE Voltaae Drop Calculations Version 58,0 Vdrop = (Imp) * (2 * Length) (Resistance) / (Vmp) 40 Imp Length (ftj Wire String: Voc- 1 axAve Hi:89 deg F Vdrop = ( Vmp Branch: �=E ,So-- Vdrop = (8,3 IMp 20 1b IccI Inverter: F 783 1 95 1 AWQ_10 I at 240V lcont * 1,25 = (Amps) 30 deg C ampacity 1b loont= (Amps) II Start ampacity Temperature derate Conduit fill derate IE Voltaae Drop Calculations Version 58,0 Vdrop = (Imp) * (2 * Length) (Resistance) / (Vmp) 40 Imp Length (ftj Wire String: 8.3 1 axAve Hi:89 deg F Vdrop = ( * U,UUlZqDhms) I 16L90016 0.19 --- Branch: �=E So J atMaxAve HI:89 deg F Vdrop = (8,3 � 10a * 0001240h 1 16L90016 O64 20 1b Total voltaoe dron in DC conductors = Inverter: F 783 1 95 1 AWQ_10 I at 240V Vdrop = (o * 0 0 001 ? Ohms) 1 240 V 0 Total voltage drop in AC conductors = =1 Total voltage drop in AC and CIC conductors = =1 M pe A strings per branch I 13,86 40 1,d Icont * 125 = (Amps) OCP Size Voc- V 40 Vmp= V I i ISO= A Inverter jyp Power-CI - -3,0-S AFC1 loont 14.s I A Imp-- A I way wire length: � If Art 690.8(A)(1) lcont= iA fount * 125 = (Amps) OCIP Size = 1 2a Conductor 1: IN 20 1b Conduct r 24 1,c Icont * 1,25 = (Amps) Ampacity 13,86 40 1,d Icont * 125 = (Amps) OCP Size 1186 40 0.91 I 36.4 Inverter jyp Power-CI - -3,0-S AFC1 loont 14.s I A 18.12 I way wire length: � If Art 690.8(A)(1) 1a fount * 125 = (Amps) OCIP Size = 53 ET 690,8(8)(1) Art �240-6 A��� 20 1b Conductor.] AWG_10 THWN-2 at 90 deg C: Table 310,16 loont * 1.25 = (Amps) 30 deg C ampacity 1812 AAW.'k OvAt Zt Dmver HORINE, KYLE ADDISON 40 - Ic loont = (AMPS) Start ampacity Temperature erate (%=F) Conduit fill derate (%=#) Derated ampacity 14.5 5690B W. 38TH AVE, LOT 1 40 0.91 I 36.4 1d loont * 1,25 = (Amps) Ampacity 18.12 SCILARCITY SLEEKMOUNT SYSTEM 35 1E * 1,25 = (Amps) Um NN MEN 11 SWAMI 1 6-6- 1 0 MI M U11[al-allea � lm N V ty , I 3055 Clearmew Way San Mateo, CA 94402 T�(650) 638-1028 F:(650) 638-1029 WIM lcont- (Amps) Start ampacity ek PV Wire Wire JB--8025053 00 AAW.'k OvAt Zt Dmver HORINE, KYLE ADDISON 1I K HOMES UWJLE& !1 (12) CANADIAN SOLAU CS6P-250PX # 5690B W. 38TH AVE, LOT 1 WHEATRIDGE, CO 80212 Rum Mwom 'U"1110 Systw MATTHEW EIR SCILARCITY SLEEKMOUNT SYSTEM 3038089279 7(1�BB# PM-3.0—OUTD—S—US—Z—A .............. Um NN MEN 11 SWAMI 1 6-6- 1 0 MI M U11[al-allea � lm N V ty , I 3055 Clearmew Way San Mateo, CA 94402 T�(650) 638-1028 F:(650) 638-1029 WIM lcont- (Amps) Start ampacity ek PV Wire Wire Combined Invertff,29tput Service Voltage= Total Inverter Power- I way wire lenI 0 loont = # of inverters*max inverter current I �f� Combined Invertff,29tput Service Voltage= Total Inverter Power- I way wire lenI 0 loont = # of inverters*max inverter current I '0M Al Jr €3d KUIM 3W x i 3 u0 . (68b2 - ssc) Aug- los -(sse) szoc -sEq (oso) :A szoz - RES (ass).. . + ;r �^� r * ja I gq e i Z 1..� 0 - +. � aJ 3AU3343t 3W 4 3SA 3M MR � M id33X3 Sl ! Ott f* O 01 l d N1 80 M M zot e t Aem made ME ■r O���w't"� "Ks 38 it `; RI. 1 Y W - lU3 - 23 f1 it} T#VNS Q d P� Y �. lYtt UOII0 UUOOJGIUI 10 TUIOd : 00d) Jolug + peal :(0,1) A11 kidV4V 0330X3 ION °IlVHS 9DUO3SQ OC! laejex6ejUl 411M Je nUl �(ANl u\3o iN3bdn0H AO klddn NIVA Ntam X3'S3 iA3O 1lnpUOo Unl ,IOI,IelUI (01) 1N386n eAo "iii -40 ONI1 c^rUtIO !Cl Q { l) "1VIOI ` 3�2� os 3'1dlllfl6�! °Clfi b AS 0331N3VVdin03 SINI leUed UOl}ngp s!(] : (Cl) :ep00 lad XO joup .UO :( Elloymm IInUOo : {} NOWSOd Ado alll NI 03 IE)83N3 39 AdV4 8301S G VOI aNV 3NI`3 HJ 09 NO SI NIIN 31 ` 31 G'tJ 9 hd VNINN31 Hanoi ION 00 1313 13 .9130' JGd (10d)(OV) momom m WUOileOO°l lade l So labor, The elimination of visible rail ends and shingles are not required to be cut for this systern, allowina for minimal roof disturbance, • UNi ea Zep Solar hardware and ESL 1703 listed Zen ornpafible"�' modules • Interlock and grounding devices in system UL bated to UL 27 • inte0oc:k and Grorznd Zep ETL listed to ILL 170 as "Grounding and Bonding System" • Ground Zep UL and E TL listed to UL 467 as g device • Fainted gain °anized water roof flashing ing • Anodized components for corrosion re s stance • Applicable for vent spannmig functions i b k IqMkL BONN, o M h t So i SOPOP C99al wnpswne pazypouV ,oud 1"o. (a 9Z'9 viv) ' W/MOOZ 01 W/ANOOO t JO O*UelPell� U W A ainpow %9'96+ 'JUOWUOJdAUO uoqe!pejjg moi le aouewi0pad 6uipeal Aiisnpul FRVMIN� t= x vqc x 9'1 wwot x Z06 x gm sjeqsne c jo z "wwqq t x 95; t Val I V6S I V90'L ' V9 " 6 " 9 "' ­'APS ­41­3 Z� or 0,4­Aon i, G� �.tvN a jad MOW OMPNII sloloauuoo Qjqeo xoe-r JOA00 JU014 _. iq g_i sua!susw o juawebuej;Ypo ele(I IOOIU84 OAU t peadq purr. 80MM4 '*A4W 11 6 u4VJ&d0 MWaON JOPun p exju� adwel jM,, puej t nV un�psds p Mg 4 -0 V j ouapoA pnoi!o usoo mi Plopusm m * ' Umselo uoqmqddv ljoA welsAS wnwxe�4 (osi) juaiino pnojio po45 aouetidW00 HOV3N - -aouelsisai jj,9Ljj pue6upunoj6 olne'eouejeadde ssalLueas oqoqjsoe welsAs jewuwjo anIBA POPPe 9 41 slOwOlsnO WOJP'swalsAs Buflunow jo sadAl ULK f,luejjem Ind;no jamo• jeaui� �eaA 9 milm %sm wfm Vz's V00'6 VZR'g VVCR vag'a W% g90 ol — ------ --l-111-1--41 Al_ 11 --------- __.l__._____I ______4 Od% 4£' aroC4' 3° t, aOA I guodogj000 wnlejadwal w xed A !o M 9,_ SOITSPOPM40 einjejedwel j ouapoA pnoi!o usoo mi Plopusm m * ' Umselo uoqmqddv ljoA welsAS wnwxe�4 (osi) juaiino pnojio po45 aouetidW00 HOV3N - -aouelsisai jj,9Ljj pue6upunoj6 olne'eouejeadde ssalLueas oqoqjsoe welsAs jewuwjo anIBA POPPe 9 41 slOwOlsnO WOJP'swalsAs Buflunow jo sadAl ULK f,luejjem Ind;no jamo• jeaui� �eaA 9 milm 'This family of single-phase string inverters complements the typica� number of rooftop War panels enabling twrne oiwners to get the most efficient energy harvesting for the size of the property, Thor inverter offers as dual input section that processes two strings with independent Multiple Power Pond Trucking (IOPPT'$. This is especially useful for rooftop installations with two different orientations from two sub-arrays oriented in different directions, (For example: East and West) The duai input sections with Independent MPPT enable a more opfirnal energy harvesting condition. Power and productilvity f or a better world" Additional high4ghts: - RS-485 communication interface (for connection to laptop or data logger) - Integrated Arc Fauit Detection and Interruption (-A Version). Technical data and types A= Type code. PVl,3,0-0kJTDArS Pvi_16_oU P%o-3,8 PW 4ZOUTD-US Mec bar ..... .. .. . Nominal output power 300OW 360 360OW 3 w 420CIW 3000 33 001 3300 3600 40001 4000' 3300 4200' 4200' 4200 4og0 4600 Maximurn output power wattage W w W W W to of W W W W of "Ratep_9 rq!4q 208V 240V 277V 2088 240V 277V 208V 240V 277V 208V 240V 277V rpuisdejtTC} .: .. . ... ... .. ........ ... .. ..... . Number of independent NIPPI'channias 2 2 2 2 Maximum usable power for each channO 2000risi 300OW 3000iN 30030 IN Absolute maximum voltage RAmea) 600V Start-up vielage (witacl 2000 (aoll. 120.3 0V) Fuli power MPPT voitage range lia]) 530V 120-530V 140-530s' 140-630V Operating MPPT voltage range 01 x %olart • 580V I>=90V) Maximum correct (rdintistin for both MPPT in 20A 32A 32A 32% parallel Mlearrium usable current per channel iOA 16A 16A i6A Maximum short circuit current limit per 12,5A 20-DA 20,OA 20.0A channel Number of wire lending tern mass per charviso 2 pairs A ref W 6r) i utrntabon ­ l Terminal bock, pressure ILAWGIO AWGl -07 if- Spat Gricloonnectionty 2W 0/3W 2W 2W 0/3W 2W 2W O/3W 2W 2W 0/3W 2W Adjustable voirage range ehnrn-Vrrrax� {V? 183 - 183 211 - 264V 244- 183- 211- 244 183- 211- 244- 304V 228V 264V 304V 228V 264V 304V 183- 228V 211- 264V P,44- 304V Grip frequency 60Hz Adjustable grid frequency range 57-60,5Hz Maxi current (1., I 4,5 14.5 12,0 17,2 16Z 16,0 16,0 160 16,0 20o 212.1 20�O lA,., A.,, A.,, A., A A.,, A. A. A�.�, A,., A., A.,, Power factor > 0,9% 'Total harmonic distort&on at rated power < 23S Pnel wirin v9 I ati n type ­­ ai� , " 9 TiIxmi W block, Pressure clarrip, "GIIIOI Input c!xOaqp .. ........ .... ..... . ... ... . .. ... ............... . . ....... . ... ...... .. ... ...... . ... .. . .......... .. .. ... ...... .. Reverse polarity protection Yes Over voltage protection type Varator, 2 for each channel PV aria round Saulf r3etcact6on Pre sartuj�_�i and for _p!t Anti-cilanding protection Meets UL 1741 AEEE 1547 requirements Over-voeage protection type Verater, 2 a, - k, / L, - G) When AC OCPD R i arn9 2 2 2 25 9A 9A �A 25A on Maximum efficiency 36.991 97% 97% 97% CEC efficiency, 96% — ---------- Mpti2h . ......... . . . ......... . ....... . .. .. .... .... ..... . User-interface 16 characters x 2 lines LCD display R note me torin xRS485 inrl,) .... _,YqN?99, Pala �Ogge� hadt ....... .. . Ambient air operating temperature range .. .. ........ . . . -131F to 140'F who. aerating above 122 °F° iSO*C) Ambient air storage temperature range -40 to +1 °F ( 40*C to +80 Relative humidity 0 -1DO% RH condensing Acoustic none emission level < 50 do (A) 61m Maximum operating aritutoe without housing 6560 ft (2000 rn) 1, Capabifily is,abled at romnW, AC'vottage anit mth suffident DO powirr avaitaistr 2 Age Solar inverters I Product flyer for PfQ 4" .. .... . .. . . City of' hc at g COMMUNriy DBIT' I WA MUJ#0MRxEuW1=U - -- FOR OFFICE USE ONLY( Plan1permii , SLj ,1 NEW== R !1 11 oo****o* 5690D W 38th Ave tjNs Lplease print): Amber & Wilson Roberts(New Town Buildrs) 816-200-6181 Address: City, State, Aroblitact/Engineer zm� -622-3772 tmorhsl@solarcity.com ------ Electrical: Plumbing: Mechanical: WR City License # WR City License # W,R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # rWIW.Mviorswc Installation of a c id-tied PV system, flush mounted to roof. 3 KW Sq. FULF Stu's Gallons Amps - Squam Other ! ,.o;tv� I , �,",SolarClfty 3W5 Clmview Way, San Matem, CA 94402 (888) (76S 24W)� � Mvw Sokimity,com August 27, 2014 Project/Job # 8024997 K t: Project: 0'.. Awin VERSION M., M. Design Crkerla: Ctearview 08.27.2014 Page * 2 tv. & m. -.v . Lot I Community - Job # 8024997 Note: per IBC 1613.1; Seismic check is not required beca use Ss = 0.224 < 0.49 and Seismic Design Category (SDC) = B 08 ... .. S r iti: s, ,+R t ,. . , r t h �tt!a} +`�. � at�t�1t'"yV �h \ k ^�„ �S 'Y"� it " t t t : ;��, a+ x t \t tt t.�" '3 t yls�aa aa` i` } 7i t•. i `� � 1 \ 1r ttut tandin Cin m n A t., ..n b7 , R after . C^ s »�A.�� tn, tit ,.��tW, 1A`„)1 4 " OTC NO "i n ^: . ',t �',' ,. ,.' ,.� ., 1 s »�A.�� tn, tit ,.��tW, 1A`„)1 t,.ti~ ����t�'t„Y�, n \1.1a .; . t�Y,lr i rt�t'»?;t.t 1 , ,li �g �t�l.'1'�'� {tw:. � t�us '' ale tt hrr�aent ,!stem rite Roofs q9ty A .• ��. t t t t +ivt t t tit vt t. It a tm 1111 `Yn�t }t�; No " 1 t " \ w,. , i` t$ 4 h , .� , u.r ..,, .., u. M inimum Ea End Sethwk 12" c ,.. yta.,>a +�,.. t U. .1 , tisx ,,llll 171 i Lti � �1t. '}ro`,�b t,U,x 1,.. tt iii h ry tt l+'S ti ,,..u,1I t i, '�..�aut \-ynl tiili 1121:, �.13u ut wu "Ma.'ii' a \'e tt�`.nry ww.. }t �...,� - ,ld�s. ,.� .�" Seismic Design Code ASC -0 Longitude - 105.0584 tit A ll, ..:,..,...� .,,,. S p at A l ## P eriod S �++ v7 t{t� tt 7 td 1d1 yp �+ S VSG .ia 1 i i t 4 1 tit t 1 i fi 1� J\ 1 Yl' tjk' ' Seismic De l n Catectory B US GS it it ! .,1 to tt lit l 'il tl } i 'Ti t>ik9 v:41aA .\ kl t 41 ,.T i V 1 "1 WWOOOO w, 1, l n Note: Seismic base shear Is directly proportional to roof weight. m ns ., t >1t la t t a > ti t ',d "U1 =1 ,,�a� w � ., I Wind Press Expos 0.95 Table - ` ...,.., ..m,\ �b , „a .A k,..,1 ».,. .: a \X 1 , „ suvt ., ,,,.; t,i;,, ,,,,, ,,,;, t11 \u . u„e .. ., ,., ,.... :j, a` �1a 1�. {}L`i � In tl`•rrt .� „o. "ro , `. �t �lti„r,mil,� S�''x. t.,.i . t 1 ,,. i„ ` ,.all .;, 1 , 7..R ail, 74 t .umi� � , � ���5 Woad DirectionaI4 Factor K, 0.85 Table 6 ...., 1 ii, „�lAUy : Vefodty Pure 4h qh 0.002% (KZ) (KZt) (Kd) (VA (1) f Equabon 6 -15 16.E ., t >1t la t t a > ti t ',d 21I.[D Ov'N 3/12 Its I i dr 4 . 9 .. _: ^`Ja m 1, �' s3 mU lT ,� �i , }11 V \ t m 1a ktli la s 1 , �is1t1\ 1 i. v� g S e �'i th 7 11 a �' �'t'.�ic` �. " - ,a,"v� Roof Catexor�r Ccrrf}t�orl \ \,fi`��"'a�: ,....` All MPS " ^4"k i } 1 c 1 Nu mber of �rer� �" i , � � k YU i , p Yes 1.5 Sf 1 11 1 t 1 t 1 1 1 `s S alit t. l i a1 t i `� 1 1 1111 1 t t t a 1t @��, 1�,. � sii'1 Rafter Size and can 2 x 4 4 in, C t} 2 sf 3 € €; t'i D i lk Miscellaneous Miscellaneous Item 4.� psf 21I.[D Ov'N 3/12 Its I i dr 4 . 9 .. _: I 1.5x3 19 0 O.0.0 2 2-0.0 Soarty 711.32 53.2 10-2.42 15 -2-6 20-2.0 � w 2Cr41»A 3 Loading General CSI Summary Deflection li ( ) Allowed a-eke Way 3055 1..J IMt Reel .w (pd . 3d} ps! 'IVI 1 400? RFY z R 9g {) # -1 R) kilt LL 0,32 if, t r 9t?'} I2 PrujwtNanv: 80124997 (`t41fi17U{ e"t sulkBil2nv 13I1 tYERt SA.CI C'i`t o, A9 RM, : 7 Desnf*ner. ) Santiago Truss (chat) 57:0 -01.k'Nt. Tate: 8,`27 =2014 7.(!1;26 PM Vemiow 5,5 (Build 10] 7T 9 ae Cd w.Coff as n.1 Y4itdth kfaetWW #i 0 E.1 Velth htay. ka" NW Gue I AAA h2ae \W'iutl ba A6me C.1 d h Nut, KIM I )II. (WaRt I ,.$ T 9a~ 1 . 5.54 1,694 Ra :. page: 1 of span fitch Qly 0141. 071311 C:A.:4'TL CANT PLYS tapWinl; WCalfPF.4' 34.0-0 2,5,'12 1 0 -11 -6 1 -3 -0 0-0-1 0 -1041 1 24in 1561bs ac SPY 2400CA 2 x 4 acept: 8C Bradaa,g 5hoahrsl ovrinh »s at 10114 @, Putha deaipt byOthtas, S A2 SPF 3004,5 2. 4 . ........ .. . . ..... -I --] k4kbx SPY stud 2 x 4 t%tept:. 11' 5-9.4 7-p 12 23.0, Slider +S`I'P 24OW2,0 2 s 4 Loads Summary I 1.5x3 19 0 O.0.0 2 2-0.0 532 4ttO 4tiQ 4115(} G94 711.32 53.2 10-2.42 15 -2-6 20-2.0 � w 2Cr41»A 39^20 Loading General CSI Summary Deflection li ( ) Allowed tbai (p+I) Bug Code 7 WC 20091 TC 0,86 tS 41rt'M 1,4.77 W 4 8524 t2 1..J IMt Reel .w (pd . 3d} ps! 'IVI 1 400? RFY z R 9g {) # -1 R) kilt LL 0,32 if, t r 9t?'} I2 1.1 240 7Y "IX lt7i i Rep"'lwxexenci <r. 4�, Web :' 0.82$9.10) Fkv11,. OA9w Ht 3:CII," 0 tYAIL; 1Y5% '. Crop Factor, Kee L5 RM, : 7 Putt, CNticeaw fln A (3.410 „5- 14.11.) (2 I It') 0�6Zj- ff, - IfT (4.P =12,: ,3.P14 iSa- l2,t -°b.l h) {Ca.4•is 9.Cl<7 t'?:p ,C -f htl.7 fxzi- 12.5.2,!3.? (91421" (113.48,3 aC,lt.y ;41:1- t2;? -5, #)p d32:2^tl fl,U.} fii:1.I2.7ak a.0 ,x .,45:} (33a •12.3.810.) )7Wd1dt,1- i:,.ib,l 57:0 -01.k'Nt. Reaction Summary 7T 9 ae Cd w.Coff as n.1 Y4itdth kfaetWW #i 0 E.1 Velth htay. ka" NW Gue I AAA h2ae \W'iutl ba A6me C.1 d h Nut, KIM I )II. (WaRt I ,.$ T 9a~ 1 . 5.54 1,694 Ra :. (.k lhs )0 li Rc3111'SY'ali) 1 3,5 hs &M 2.79 ht 4.774 lbx .. .. 0 K", Material Summary Bracing Summary Ir SP1' 240(1,12.0 ? x 4 exckr4s '7Y' Bncugt Shomhtd orPuthtss m 244t, Fadia dteigo bytAhas, 7 -19 SP9' 2 W011 A 2 x h ac SPY 2400CA 2 x 4 acept: 8C Bradaa,g 5hoahrsl ovrinh »s at 10114 @, Putha deaipt byOthtas, S A2 SPF 3004,5 2. 4 k4kbx SPY stud 2 x 4 t%tept:. 217 fief 165013 2 x 4 1442 SPf 1630 2 0 4 (I'll SPF #Z 2 x 4 &W SPF 02 2 x 4 Slider +S`I'P 24OW2,0 2 s 4 Loads Summary l)'S k Uum haw bwxx+ aloun A hef tht uta b4ancwak &wp} too. kmd (Ps - k) P-0 kr h'rpilpWo nt ax>aKiaaeu m9thAti<TFn - et xxctpl at nota 1, wA the JbHatunp;xrars de ved hapw: 30 psfW un M wo. uad (l",g} NMI: All 44hek zputtl w. fmoN haw: F eem imeted road the W UUd t+avw kraai has been umi lb, thv Urotsno. kat9 fps - PA 3:X0"'. 1.15, 2) Ihu uum. hac see# hten daimtat for tht ems' %t U1 Unbwa mwi suo. !parch. 3) W mats n a at the ^.nose hla%4snF, aTsee:,tY ! on the timing, this hues ha, si-o Nut tdmipwd lira motInrc Wal (Wil.) (420 P4, 4) Nitni damik6d raW ofic kiat'h l in 1b.'eilPb20 wwG1th lI}C 'l*k MOM has am beat 4,tph"d 5) ht aumimm -ih WC We 1607, 1, uine mi4Y 73 AL's 4a not Vpsly. Load Case 1)1 Std Lead Load M* xhAed 1.8x801;@ VI M6. !. <sudatnt R i.oertoon 2 TRwkam . ,rtaai fitan 1.Atml fat6 14.w2 'I`otr AI'd1h Tot Choi 31 57= R;4k< 3 Paf - 3 pd 24 it, ),,. F orces Member �" orces i ummary , *IC R#t4d AYft Amber li), 3me CSI, aw atiat Ii inu lV npx f PIA: Sf'i {df} nut fiwn Im 8 %f8} h ?KX' 'CY" [[I8 -1 0.043 34ibx ((4 -5 0.338 .IA891bx x§ 0,M 431b, $ (1 -2 00 4,:44 Sin': (5 { },445 -5, 3521hs 1 9. 44.035 .23 H,, 24 04'4 9!'i tbx 14;12 WJ672 3,9s I fhx $10 91820 12,698 W cl3 0 NfS Sbs " 2 O ! 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LOT 1. 3.06KW DC ROOF MOUNT PV SYSTEM �,� R PART TO OTHERS OUTSIDE THE RE T'S ORGANI EXCEP IN CONNE OATH CT sym WHEATRI D E, CO 60212 3055 Wa San mateo, CA THE SALE AND USE OF THE KSPE CTIVE MATTHEW BRIGGS SOLARCITY SLEE MOUNT SYSTEM SOLARCITY EWPMENT, WTHOUT THE WTTEN E t PAGE T: DATE: TY INC . T,(b�t7) 638- F:(650) 638 -1029 PERMSSION OF LEASE - 7176 WER- ONE AURORA PVI� .O —OUTD S 61 1 COVER SHEET PV 1 8/21/2014 t t -SO - CTiY ( 7b5 -2 ) w. W,rc . l IN 0 t c KmqJf t t rr REV BY DACE COMMENT n z S'hn:lrnn 's adtl "4f, i 1.4:1i"', ,h 84 .E:. , J 802 499 7 PKm% Own: Denver DESWTX%k �t "n�. - Tai n�°raT HE" ''a� `�," "" CONTAINED NOT USM FOR THE ROBERTS, AMBER & WILSON, CURTIS NEW TOWN BUILDERS PERRINS ROW CO NIRAJ NISCAL •. :� + � . , T Of AN EXCEPT CITY WC,, � T; . NOR SHAD IT WE tk D N. HOMES 12 ^ CANADIAN SOLAR CS6P -255PX 66900 W. 36TH AVENUE. 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The black - framed CS6P -PX • Quick and easy to install - dramatically is the perfect choice for customers who are looking for a high reduces installation time quality aesthetic module with lowest system cost. • Lower system costs - can Cut rooftop Best Quality installation costs in half Opts s u a t3peratr Vettage 4vn P) "9 81< 24 PV 3o.2b 3fl 9V 1C V . * 235 quality control points in module production • Aesthetic Seamless appearance - low profile * EL screening to eliminate product defects With auto leveling and alignment * Current binning to improve system performance 3b 9V ? 37 CV 3F V t 3T 2V 3 nV 27A 9 * Accredited Salt mist resistant • Built -in hyper - bonded grounding system _ if it 9 46A 6 59A 5 74J S ?GA t � 16,85% [ mounted, it's grounded B e st Warranty Insurance • Theft resistant hardware * 25 years Worldwide coverage RR! ratang Lem peT€ rc � 4ca� e5c • 100% warranty term Coverage • Ultra-low parts Count - 3 parts for the mounting * Providing third party bankruptcy rights and grounding system * Non - cancellable • Industry first comprehensive Warranty insurance by * immediate coverage Atli Best rated leading insurance companies in the * Insured by 3 world trap insurance companies World _ .__ PowerTote €pnce �. 6 ^ +5wa ompireh nsive ertific tes • Industry leading pEus inky polder tolerance: 0 +6VG Engineering Drawings * IEC 61215, IEC 61730, IEC61701 EL72, UL.1703, • Backward compatibility With all standard rooftop and CEC Listed, CE and MCS ground mounting systems * IS09001: 2008: Quality Management System • ISO/TS16949;2009: The automotive quality • Backed By Our Now 10125 Linear Power Warranty management system d 7 C56P 23SP C56P 2446sX C 5€s 245P) C MI 250PX C P c ,:!JN NttmrnaiA+SaxatnumPcSwer {Prrax} t 27t}4V � 'T4MV � 17t#Vdt � fP39tA+ nY,r '7 3t§5 a Grp K7P C'?pereton Vsitaga Q� mp) 27 sV 27 �' 2F 5V Black -frame d Electrical Data 6,71A Open Circuit Voltage (Voc) ` 319V 3COV 34 IV � 342% #9A i ETC ....z gsa zssYxi � Temperature +lrtrltl NoM n 0 M8xucuM Ptawer (Prnax} i356V P 2at3N" Z raLv 'f 5€i 255W .... _ Pmax 0 43% Opts s u a t3peratr Vettage 4vn P) "9 81< 24 PV 3o.2b 3fl 9V 1C V . Coefficient s optimum OgerzxEFea Gvrten# 4C+'nPi 7 A � 5 k3 � 8 :7A 3 9 9f;A � 6 A3A Temperature P �. ....� O Circuit VoRtaga (Vic) 3b 9V ? 37 CV 3F V t 3T 2V 3 nV 27A 9 sc i 665 Ns c Normal CDperat ng COI Temperatures 4532'C Snort CircuFY C rrc rst {tSCI w w,.w..m .,. 9 46A 6 59A 5 74J S ?GA t � 16,85% [ ........ ..... a „„ .,_ ._.,.m.„.„, .._ .....w. ... Modide Efficiency 4,61% 14,92% 1513`A 1554% RR! ratang Lem peT€ rc � 4ca� e5c Performance at Low Irradiance rthexsrncaiaa System Vca#tego 1pp aVp(t C .t, tlav,L 11.:la___ Industry leading performance at low irradiations Maximum Series 15.A environment, +95.5% module efficiency from an Cflfacetion Appiic &friars assi Classi irradiance of 1000vrfm to 200wim _ .__ PowerTote €pnce �. 6 ^ +5wa ( Alai 1.5„ 25'C. under Standard Thin CondA kins i STC) of irrssd,noire of r 00(urrsim', insiCilan, Afe i d anei cah tonmenuu or 25& i , . " -.w _. _....... - - ... _m _ ... 1 -1111, i 11 1 I'll _... "__ , _ 1 ­ 11 I `1_ I "1 , 1 1 Engineering Drawings d 7 C56P 23SP C56P 2446sX C 5€s 245P) C MI 250PX C P c ,:!JN NttmrnaiA+SaxatnumPcSwer {Prrax} t 27t}4V � 'T4MV � 17t#Vdt � fP39tA+ nY,r '7 3t§5 a Grp K7P C'?pereton Vsitaga Q� mp) 27 sV 27 �' 2F 5V 9V Optimum O perating C CimPi 6 2 A F 38A 5 49A 660A + 6,71A Open Circuit Voltage (Voc) ` 319V 3COV 34 IV � 342% #9A i 344V 29A _ Shor Circuit Currant { #sc} 6,86A 6.9bA 08A r 41€tddr Sir rtxzse ?Qom?'aRan <S P {TemperetUre.111anarice of800001W, iipecilrim Ald 7.5,am #Eerr44sr+a rataore�C�, ". wand €towed f arpsa Me chanical Data Cell Type .... ... .._ ..F'cty crystatiine 156 x 156mm 2 or '3 Buturars C,a3 #i Arrangemeni 6Ca (6 x 1 fa} CaYrrensaoias i 63L x g62 x 40mer+ {64 -5 x 38.7 x i 57rni Weight � 2f bkg t 35 2 3 >e7 Front Cover 3.2mynTerimeredguss .� .. .__ Frame Material Anodized WummCum artery ,a -80X H 3 dtcdes Catoe 4m (i6C }r12AwG(ut) taQ€mm Ga St Co MC4 or N CA C opma+rabie Standard .. 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City License # W.R. City Lice Other City Licensed Sub: Other City Licensed Sub: City License ## City License # C omplete r BOTH sides of this fo a► Installation of a grid-tied PV system, flush mounted to roof. i Sq. FULF Stu's Gallons Amps Squares Other August 20, 2014 SolarCity 3055 Clearview Way San Mateo, CA 94402 TEL: (650) 638-1028 FAX: (650) 638-1029 Attn.:'rrudy Homer, Re: Job 20141726: Schwarz-8024736 — 5690C W 38"' Avenue, Lot 2, Wheatridge, CO 80212. Subject: Certification Letter A job site observation of the condition of the existing framing system was performed by an audit team from SolarCity. All attached structural calculations are based on these observations and the design criteria listed below: On the above referenced prqiect, the roof structural framing has been reviewed for additional loading due to the installation of the solar PV addition to the roof. The structural review, including the plans and calculations only apply to the section of roof that is directly supporting the solar PV system and its supporting elements. After review it was determined that the existing structure is adequate to carry the loads of PV without a structural upgrade. Design Criteria: • Applicable Codes = 2006 IBC, ASCE 7-05 and 2005 NDS • Ground Snow Load = 30 psf • Roof Dead Load= 6.1 psf (All MPs) • Basic Wind Speed = 100 mph Exposure Category C • Solar modules = as indicated in attached drawings. I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel supports and modules had been reviewed and detertnined to meet or exceed the requirements in accordance with the 2006 IBC. If you have any questions on the above, do not hesitate to call. Paul Zacher, SE - President Suft 150 # Rosalie, (A 95661 # 916,961,39611 F * M.9613965 # wwwpnesom I APPROVED Sty bject Field Inspections 11% N August 20, 2014 Aftn.: Trudy Homer re: Job 20141726: SCHWA R7--8024736 The following calculations are for the Su-uctural Engineering Design oft a hotovoltaic Panels located at 5690C W 38th Avenue, 1.,ot 2, Whearridge, ( 80211 Paul Zacher, SE - President 11 8150 Siena College Boulevord, Suite ISO * Roseville, CA 95661 * 91061,3960 P # 916,961,3965 * mvwpzse,com • m p : 4,00uno ioau = au ja i Exposure Factor 0.9 (ASCE7 - Table 7 -2) C = Thermal Factor ,.. (ASCE7 _ Table 7 ®3) I = Importance Factor = 1 o = 03 C C I N 19 psf (ASCE7 - Eq 7 -1) where p. 5 20 psf, P min = I x p. = N/A min snow load (roof rip ss °) where p > 20 psf, P mare = 20 x I = 20 psf min snow load Therefore, p = Flat Roof Snow toad = 20 psf P. = C pf (ASCE7 - Eq 7 -2) Cs = Slope Factor = 1 p Sloped Shaw Load 20.0 pal 5 g"1 )k' .::w. .,.., ., 3' 1�X"I112 "t\C+�,�1.,sL�l?„': Composition Shingle 2.50 Roof Plywood 2.00 2x4 Rafters @ 2 "o.c, 0, Vaulted Ceiling 0,00 (Ceiling Not Vaulted) Miscellaneous 0.77 Total Roo ICE Pt 6.0 Pal L Adjusted to 12 Degree Slope 51 psf Schwarz structural calcs Schwarz structural cafes 2 CT Framing Check (MPI ) PASS Dead Load 6.1 pet PV Load 3,0 psf Snow Load 20.0 psf Total Load 29.1 P$f , Der zAze z> tin-o) j un-f; Lulnuel opful IVIVItim Qpak 2x4 3,06 536 SPF#2 @ 24"o,c, Allowed Deflection (Total Load) W = 58 pit W o m Member Span T- 9" , Der zAze z> tin-o) j un-f; Lulnuel opful IVIVItim Qpak 2x4 3,06 536 SPF#2 @ 24"o,c, Allowed Deflection (Total Load) UUU rt = IquuVuu P51 rer v4UZ>; 0,775 in Deflection Criteria Based on Simple Span Actual Deflection (Total Load) (5'w*L A4) I (384 0,630 in U148 > U120 Therefore OK Allowed Deflection (Live Load) = U180 0,516 in Actual Deflection (Live Load) (5 / (384 0.433 in U215 > U180 Therefore OK Member Area= 5.3 in A 2 Allowed Shear = Fv A — f V (psi) = 709 lb = 135 psi (NDS Table 4A) Max Shear (V) = w L 2 = 226 lb Allowed > Actual -- 31.9% Stressed -- Therefore, OK W Schwarz structural caics 3 mm go ONCE= Schwarz structural cales, 4 04- �-Wm 7777777777� 7 77 Ceiling lnt� Walls mm go ONCE= Schwarz structural cales, 4 04- 1/2 �) 0 ANCHOR BOLTS @ 4 )- 0 �p O.C. (NOT SHOWN). SEE 2X6 SILL PLATE. N -77f 2-#4 TOP & BOT. CONTINUOUS. POLYETHELENE (WHERE REQUIRED) SEE :SOIL REPORT. a 2 6 #4 X 0 DOWELS @ 16 �f 0. c. (HORIZONTAL LEG AT SLAB CENTERLINE). 6" CONCRETE STRUCTURAL SLAB, PROVIDE #4 @ 16 pt O.C. EACH WAY BOTTOM. LAP REINFORCING MINIMUM 2 P-0�)!�, SCORE JOINTS (MAXIMUM 3/4 7) DEEP) IN SLAB @ MAXIMUM 200 SQUARE FOOT AREAS. 010m "N. 1-11 P 6 )p X 8 P5 CONTINUOUS VOID AT 48" O.C. 1.0 TYPE C 24- GAUGE GALONIZED METAL DECK (CONTINUOUS MINIMUM 2 SPANS). BEAR BELOW ANY EXISTING FfLL ON NATURAL UNDISTURBED SOILS OR ON PROPERLY PLACED AND COMPACTED FILL. SEE SOIL REPORT. % SECTIUN 1 11211 11,011 11 co Ld P Ir - 1111110 "Al 2 -#4 TOP & BOT. CONTINUOUS. POLYETHELENE (WHERE REQUIRED) SEE SOIL REPORT. 4" X 8" X 3/8" STEEL CAP PLATE AT TOP OF PIER WITH #4 X 0 0 WELDED TO PLATE. -1 1 C,4 L -1-N 8 Pi 4 P� VOID� HELICAL PIER, SEE MANUFACTURER FOR DETAILS. A SEn�CTIO 1/211 11,011 0 0 cn ui Ll -j ::D -11 - n c\A 2 2 -6" i Et' Lli z Li 0 00 C) #4 X DOWELS @ 16 24 O.C. > < 0 0 CD NF 0 < Cn z Lli 0 (HORIZONTAL LEG AT SLAB CENTERLINE), —1 0 6" CONCRETE STRUCTURAL SLAB. PROVIDE —i < MASONITE OR' 30 LB. FELT 0 C) 1/2 0 ANCHOR BOLTS @ #4 @ 16" O.C. EACH WAY BOTTOM. LAP Ld BOND BREAKER, CONT. 0 4'-o" ac. (NOT SHOWN). )- �j SEE REINFORCING MINIMUM 2 0 SCORE JOINTS Ld LLJ Z,, I- --- z 0 [PLAN,,-- (MAXIMUM 3/4" DEEP) IN SLAB @ MAXIMUM Lu 4" CONC. SLAB ON UNDISTURBED N V) 0 200 SQUARE FOOT AREAS. SE� Pl­��N SOIL OR COMPACTED FILL. SCORE /-JOINTS IN SL.AB AT MAXIMUM 200 2X6 SILL PLATE. 2-#4 TOP & BOT. SQUARE FOOT AREAS. BRICKLEDGE NOT ALLOWED AIR SPACE BETWEEN VOID FORMS, CONTINUOUS. .... . ..... WELDED WIRE' FABRIC OPTIONAL. 2-#4 TOP & BOT. CONTINUOUS. 4 Lu < :D < > M I M I I I I M J I 0) --D Orf Ly > > E o < M -J z- 0 0 o C) 00 Z!L 6 X 8 CONTINUOUS 0 ROUGHEN LIVE LOADS USED IN DESIGN: (J VOID AT 48 O.C. - 1 0, 0 1 -:?: 0 2 0 / e 1.0 TYPE C 24 GAUGE GALVANIZED METAL 2-6" MIN. LO DECK (CONTINUOUS MINIMUM 2 SPANS). m 00 Lu 4" X 8" X 3/8" STEEL CAP PLATE Ll PORCH, PATIO AT TOP OF PIER WITH #4 X 0 0 SEE 7 BEAR BELOW ANY EXISTING FILL ON 2. B. FLOORS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 40 PSF CONCRETE. - WELDED TO PLATE. 1--]� I POLYETHELENE (WH ERE �ERE NATURAL UNDISTURBED SOILS OR ON POLYETHELENE (WHER15 4" VOID. 8 REQUIRED) SEE SOIL PLAN PROPERLY PLACED AND COMPACTED SLAB. REQUIRED) SEE SOIL 0 REPORT. FILL, SEE S0,71L REPORT. A. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI REPORT. z HELICAL PIER, SEE 0 MANUFACTURER 301 & 318, LATEST EDITIONS. FOR DETAILS. 0 0 cn ui Ll -j ::D -11 - n c\A i Et' Lli z Li 0 00 C) Lij z > < 0 0 CD 0 < Cn z Lli 0 DI -11 Ln 00 —1 0 —i < 0 C) Ld (D ;7F 0-) ct� I 0 o 0 0 Ld LLJ Z,, I- --- z 0 — D Ld Lu N V) 0 0) 10 1/211 11-011 S C T 10 0 nil 0 Lu 0 BRICKLEDGE NOT ALLOWED G E N 4 Lu AT WING WALL. Q > Lij 0 0 D z 0) 0- Ly > > E o < M -J z- 0 0 o C) 00 Z!L 3�: w- 0 0 0 LL- F- crf 0 LIVE LOADS USED IN DESIGN: (J C) V) — UJ (),) cr- 3:: - 2 0 / e Fy Ljj ct- (D Ld 2-6" MIN. LO A. ROOF (SNOW) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 30 PSF DATE, B-18-14 Ll PORCH, PATIO 0 2. B. FLOORS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 40 PSF CONCRETE. - REVISED: z- OR STOOP SLAB. 0 FDN. WALL A. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI tL z 0 301 & 318, LATEST EDITIONS. rrT-:'-=] QD B ALL CONCRETE SHALL DEVELOP 3,000 PSI MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS. DESIGNED,- BC 0 0 Q) 10 1/211 11-011 S C T 10 nil 0 '71 BRICKLEDGE NOT ALLOWED G E N 4 AT WING WALL. 1p 1, LIVE LOADS USED IN DESIGN: 2 0 / e 2-6" MIN. A. ROOF (SNOW) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 30 PSF DATE, B-18-14 GRADE TO MATCH TOP OF WALL ELEVATION. PORCH, PATIO 2. B. FLOORS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 40 PSF CONCRETE. - REVISED: OR STOOP SLAB. FDN. WALL A. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 & 318, LATEST EDITIONS. rrT-:'-=] B ALL CONCRETE SHALL DEVELOP 3,000 PSI MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS. DESIGNED,- BC 0 0 C. REINFORCING SHALL CONFORM TO ASTM A615 GRADE 60. LAP BARS CD 30 MINIMUM AT SPLICES. MAKE ALL BARS CONTINUOUS AROUND CORNERS AND ACROSS STEPDOWNS. SPLICE TOP BARS AT MIDSPAN DRAWN.- AW V) 3- #4 TOP & BOT, BETWEEN SUPPORTS AND BOTTOM BARS AT SUPPORTS. D. REINFORCING ALTERNATE- 1-#4 GRADE 60 MAY BE REPLACED 0 CONTINUOUS. WITH 1-#5 GRADE 40. CHECKED -BC 0 3: ROUGHEN C\4 3. STEEL: -1 rn 0 __j HAUNCH A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT w m -2� PIPE COLUMNS SHALL CONFORM TO ASTM A53 (GRADE B) OR A501. JOB NO, 151400073 oo B. ADJUSTABLE PIPE COLUMNS TO BE 11 GA. MINIMUM AND BE LOAD RATED FOR 14,600 LB. MINIMUM AT 7'-0" HEIGHT, ADJUSTABLE REVISED. COLUMNS TO CONFORM TO "USE MATERIALS BULLETIN UM -24-B". BEAR BELOW All"If"Y EXISTING FILL ON 4. FOUNDATION SOILS CRITERIA: NATURAL UNDISTURBED SOILS OR ON 2-#4 X 2 Y-1 oyp DESIGN BASED ON RECOMMENDATIONS BY A.G. WASSENAAR, INC. SEE PLAN PROPERLY PLACED AND COMPACTED co 0 JOB NO. 135106. RECOMMENDATIONS IN THE REPORT SHOULD COMPUTER FILE: FILL. SEE SOIL REPORT. 7.0 BE FOLLOWED. FOOTING FOUNDATION: 1514000732 (1 EACH FACE) MAXIMUM SOIL BEARING PRESSURE 2)000 PSF HELICAL PIER FOUNDATION: T I C N 3 MINIMUM DEPTH = 18 FEET MINIMUM INSTALLATION TORQUE SHEET NO. C H DETAIL = 3=0 FT. LBS. HIGHER TORQUE MAY BE REQUIRED 1/211 11,011 TO ACHIEVE LOAD CAPACITY SHOWN ON PLAN. 5. VERIFY ALL DIMENSIONS BEFORE STARTING :CONSTRUCTION. 2 6. THE SOILS ENGINEER SHOULD BE CALLED TO INSPECT FOUNDATION EXCAVATION TO VERIFY FOUNDATION TYPE PRIOR TO STARTING CONSTRUCTION. OF 2 NOTCH FDW 8" MAX. FOR SLAB & MAINTAIN 24" MIN. BETWEEN ROWS OF REINF. TYP. 2 PLACES AT PORCH. HOLD—DOWNS: SIMPSON 5THD14. A: SIMPSON STHD14RJ. vowination- 1 -m-- ---ti n - a - pec 0 S ft lloe per f'ormedby the engineer of c,or and verified to the Building Divfsion by wet -stamped letter of approvi''N 41. INDICATES HELICAL PIE WITH TOTAL LOAD IN KIPS, TYPICAL. I SHADING INDICATES MINIMUM 4 VOID BELOW FOUNDATION WALLS, TYPICAL. 4 V) :CONCRETE SLAB ON GROUND TYPICAL AT PORCH, PATIO, OR :STOOP. I SEE TYPICAL CONSTRUCTIO NOTES, THIS SHEET. PLAN: 1120R PLAN 1119 PLAN 1116R PARCEL 8 PARCEL 7 PLAN 1120 PARCEL 6 PARCEL 5 Whot Ridge Building Depa A -a PC I C 0 M B N T 10 O'U'N D A T 10 1KN' 1/411 11,011 1. SEE ARCH. PLANS FOR DF -TAILS. 2. SEE SHEET 5-2 FOR SE(-'TIONSj DETAILS & GENERAL NOTES. TYPICAL. PORCHAL PATIO AND STOOP CONSTRUCTION-: �1 Valk4ty of isspermit., The uance of a permitor �appr:oval of and COMPUtStIOnS 4 4-311 not be 4:! permit for, or an approval any of the prov, ions of the budding code or of any 0 presuming to give- authority to viotate or canrel th Building cf,, (141-, In or other ordinances of the City Rhall 1500 11 1/211 .. 11-011 SECTION I 2—#4 TOP & 130 CONTINUOUS. I POLYETHELENE (WHERE REQUIRED) SEE SOIL REPORT. MASON]TE OR 30 LB. FELT BOND BREAKER, CONT. 4" CONIC. SLAB ON UNDISTURBED SOIL O'Is COMPACTED FILL. SCORE JOINTS IN SLAB AT MAXIMUM 200 FOOT AREAS. WELDED" WIRE FABRIC OPTIONAL. I BEAR BELOW ANY EXISTING FILL ON NATURAL UNDISTURBED SOILS OR ON PROPERLY PLACED AND COMPACTED FILL. SEE SOIL REPORT. E G T I O N 4 1/211, 11-011 -�7 SE C I O N 2 1/211 - 11,011 BRICKLEDGE NOT ALLOWED WIN G WALL. \DETO MATCH TOP WALL ELEVATION., �4 TOP' T. & BO JINUOUS. JGHEN �R BELOW ANY EXISTING FILL ON FURAL UNDISTURBED SOILS OR ON )PE[ LY PLACED AND COMPACTED SEE SOIL REPORT. S� CT I O 11,011 POLYETHELENE (WHERE REQUIRED) SEE SOIL REPORT. E CT I O N 5 1/211 11-011 mEfflarl"I GENERAL NOTES I NOTCH FDN. 8 pt MAX. FOR SLAB :& MAINTAIN 2 p* 1 4 MIN. BETWEEN ROWS OF REINF. TYP. 2 :PLACES AT PORCH. HOLD-DOWNS: SIMPSON STHD14. SIMPSON STHD14RJ. PLAN 112OR PARCEL 3 -010 I IM4 X I \ I N COMBIl"'ATIOk'-FOUl''DATION PLAN 1/411 1. SEE ARCH. PLANS FOR DETAILS. - 2. SEE SHEET S-2 FOR �ECTIONS, DETAILS & GENERAL NOTES, NOTE& 1 . FOUNDATION WALL5 TO BE 51 THICK UNLESS NOTED OTHERWISE. 2. WRAP STEEL PIPE COLUMNS AND UTILITY LINES WITH 3 LAYERS OF 30 LB. FELT WHERE THEY PASS THRU SL,B. TYPI�CAL PORCH, �PATIO AND STOOP TIOiL a: e performed by the engineer of record and verified to the Building Division 'by wet -stamped letter of approval. 4" CONCRETE SLAB ON GROUND TYPICAL AT PORCH, PATIO, OR STOOP. SEE TYPICAL CONSTRUCTIO; NOTES, THIS SHEET. I ABBREVIAT ELE_ NOTES INDEX LICENSE `or ',hall comply with the A AMPERE 1. WERE ALL TERMINALS OF THE DISCONNECTING PVT COVER SHEET fts lowin code 006 M C, AC ALTERNATING CURRENT DEANS MAY BE ENERGIZED IN THE OPEN PV2 SITE PLAN PV STRUCTURAL VIEWS ITT. ." & 201 NEC BLDG BUILDING POSITION, A SIGN WILL BE PROVIDED WARNING OF THE HAZARDS PER ART. 690.17. PV4 STRUCTURAL VIEWS E 6041 CONC C CONCRETE COMBINER BOX 2. EACH UNGROUNDED CONDUCTOR' OF THE PV5 THREE LINE DIAGRAM DISTRIBUTION PANEL MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED PV ELECTRICAL CALCULATIONS EL DC DIRECT CURRENT BY PHASE AND SYSTEM PER ART, 210,5. CUTSHE 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. 110.1 G SOLAR GUARD DETER 4. CIRCUITS OVER 250V TO GROUND SHALL COMPLY WITH ART. 250.97, 250.92(6) J URISDICTION NOT GALV GALVANIZED GEC GROUNDING ELECTRODE CONDUCTOR 5, DC CONDUCTORS EITHER DO NOT ENTER GND GROUND BUILDING OR ARE RUN IN METALLIC RACEWAYS GENEML NO HDG HOT DIPPED GALVANIZED OR ENCLOSURE a TO THE FIRST ACCESSIBLE DC I CURRENT DISCONNECTING MEANS PER ART. 690.31(E). Imp CURRENT AT MAX POWER 6, ALL WIRES SMALL 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, tofRt kW KILOWATT UL—LISTED LOCATION PROVIDED BY THE 2. THIS SYSTEM HAS NO BATTERIES, NO UPS, LBW LOAD BEARING WALL MANUFACTURER USING UL LISTED GROUNDING 3. PHOTOVOLTAIC SOURCE AND INPUT CIRCUITS AND Wheat Ridge Building Department MIN MINIMUM HARDWARE. INVERTER INPUT CIRCUIT ARE UNGROUNDED, Approved %* MIR MIRROR 6, 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 2009 INTERNATIONAL NEC NATIONAL ELECTRIC CODE UL LISTED LAY —IN LUGS LISTED FOR THE BUILDING CODE. 78_UILDIN� F DATE NIC NOT IN CONTRACT PURPOSE, POSTS SHALL BE MADE 6. ALL ELECTRICAL WORK SHALL COMPLY WITH THE NTS NOT TO SCALE ELECTRICALLY CONTINUOUS WITH ATTACHED 2011 NATIONAL ELECTRIC CODE. V#fift O f Pernrit T6o issuance of a PerM4Dr wwal d plans, I OC ON CENTER RAIL, and conyWoons s hall not be a Permit for, o r ao appmvat of; P PANEL BOARD 9. MODULE FRAMES, RAIL, AND POSTS SHALL BE of o ro a "' off a WWI" c ara9 to give aut orrf to a or of C OydkwwAm PL PROPERTY LINES BONDED WITH EQUIPMENT GROUND CONDUCTORS vlot arrkt� o rmdes her Ordinances a 40 or can pro 3a the Oy alf n t a. PV PHOTOVOLTAIC AND GROUNDED AT THE MAIN ELECTRIC PANEL. , PVC POLYVINYL CHLORIDE 10. THE DC GROUNDING ELECTRODE CONDUCTOR VICINITY S SBPANEL SHALL BE SIZED ACCORDING TO ART. SCH SCHEDULE 250,166(6) & 69047. 1 4 m SS STAINLESS STEEL SSD SEE STRUCTURAL DRAWINGS tz - aVrWh p STC STANDARD TESTING CONDITIONS F� AP so SOLAR WATER HEATER I11 Tra v. �talar�. °r€�a�� al1b � to l ield 11 Lion TYP TYPICAL UON UPS UNLESS OTHERWISE NOTED UNINT°ERRUPTIBLE POWER SUPPLY � ��1E£C +,3 {'v3G:�"� �ymyupry p� ^5 yv p g dww �`w { g Rid ��m$1i De V VOLT Stapleton yi; Lewidary Pit Vmp VOLTAGE AT MAX POWER Bar-6 gyy gg - -- VOC: VOLTAGE AT OPEN CIRCUIT = W WATT Ave, 115ign d Pan hecke 3R NEMA 3R, RAINTI HT a. � � aa gg g ms. REV BY DATE ...COMMENTS ;r Marlin Lulhef 4t:xJ!y Jt 9A un T SHALL WT BE USED E THE J -�- 8024736 Whe at Ridge SCHWARZ, KATELYN NEW TOWN BUILDERS RERRINS ROW CO DESM NIRAJ NISCHAL ``;,�� • BEWnT OF ANYONE EXCEPT SOLARCITY NM SHki ET DISCLOSE *OLE � T: N. HOMES 12 CANADIAN SOLAR CS6P -250PX 5690C W 38TH AVE. LOT . 3.OKW BC ROOF MOUNT RV SYSTEM �*� � PART TO 0 tau THE E T's ORGA WATION, EXCEPT IN WME CTION VA TH PRU WNEATR DICE, CO 8021 3055 1 � e� TW SALE AND a cTE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM P N : KV DATE: 94462 SOLARCI EQUIPMEN NN T THE PERMSSION O TY . 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AUR ORA x I 12C+?V►F';?A RE V, DAM i 3 8 a v- -m-od" STA C I NSTALLATION OR DER PV MODULE Scale: 1 - 1/2" V ZEP LEVELING FOOT LOCATE RAFTER, MARK HOLE (G) { } LOCATION, AND DRILL PILOT HANGER BOLT (4) H ECOFASTEN FLASHING (2) SEAL PILOT DOLE NTH POLYURETHANE SEALANT. (E) CORP. SHINGLE' �) () INSERT ECOFASTEN FLASHING. (E) ROOF DECKING "x4" LAG BOLT ( (4) PLACE FLA"FIING BLOCK. (22) ) (2 -° EMBED, MIN) ) (S) NSTALL LAG BOLT NTH SEALIN (E) RAFTER LOWEST MODULE SUBSEQUENT MODULES MASHER. (E) INSTALL. LEVELING FOOT WITH WASHER AND NUT. GRADE COMPACTED BACKFILL B" " ' UNDISTURBED SOIL T ( Scale: Ri ,• AOT :Mf . r' LEASE P q�" -P NE . AUR ORA x I 12C+?V►F';?A RE V, DAM i 3 8 a v- -m-od" Y # TV j i �: Z202 00 '30018IV3HM A d ! #1 t # # :. i # . • . ■ • # ' y x x r r i A liu It J "I > y # # M • IM it Nt O WIR • P # # # # # 4 6 PES lea4M M Gs.. 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Z . 1�.. aad Y MleteaUi,Ad 4 A"(x..:. bt )W 009 OODE OWE MK ODU :7 7 7 7 wis 6upis pain ae Om su011ellelW tamod mol oi alge;isns aaIaanua a 3 sajew a6uea a6ealOn indui a !m a41 '%O*t6 ol ctn eta /auaa UP lsa4614 a4l saA 6 uarjejado ssapaGU.AVuetl aril I um6l� Mechanical: Sn Willis I Review Fee t ue at time of Submittal): Square$ BTU'S—�%14, Gallons M Amps 0 Contractor: I I - 9_I additional Plumbing-, FerfotoxinU flbtn" •- as "`,.� � � � Building Permit Application (Com a highlighted areas) ( p l e a s e print): I C r'�I In ^ ' onw , I • Address; i +j, 4 0. i Laity lice sheet it Lfb m - A "f r Un City, St # 2aa Cone cis C. M, E2 la (Z/11) [7 CL INTERNATIONAL, INC. ;s�i�lILOK ppillig w INTERNATIONAL, INt. 0 1 DrJ Consulting, LLC 6300 Enterprise Lane Madison, Wisconsin., 53719 011?� �#- r q.T& ly based on the parameters provided by Pro Build South (Longmont). Pages or sheets covered by this seat: [7009758 thrul7009760 My license renewal date for the state of Colorado is October 31, 2013. umber, and (d) referenced in the latest edition of ANSIrrPI 1, ection 6, 3x4 4xlO 5 9 3x4 'i It T LOADING (psl,) SPACING 2-0-0 Cst DEFL in ifoc) Voice L"d 1 PLATES GRIP TCLL 47C Plates increase 115 i TC 0.42 Vert(LL) -015 7-8 -927 240 j MT2D I971144 TOOL 10:0 Lurober Increase 1,15 0,52 VeorTQ -0,25 7-8 -558 ISO SCLL 0,0 Rep Stress inor Yes §1 WE 0,67 Horz(TL) 0,03 11 ma me BCDL 100 Code fRC2009 ,TPI2007 (Madix-M) Weight: 41 de FT -0% LUMBER BRACING TOP CHORD 2x4 SPF No, 2 TOP CHORD Structural wood sheathing thnimpy appirad or 3 isc burrins, except end vertuais BOTCHORD 2x4 SPF No,2 BOTCHORD Rigi ceiiin9dinsceyap ,d ailed of 77.12 oc bracing. WEBS 2x3 SPF No .2 *Except" 2-9 2x4 SPF xhs,2 OTHERS 2x4 SPF Na .2 REACTIONS (flosize) 9=91210-5-8 (min, 0 -8), 1 7 =7460# (min 0-1-8) Max Holz 9=138 {LC 9) Max Uplift 9--229(t.0 5), I',--187(LC 5) FORCES Val - Max, Comp,)Max Ten. - All forces 260 (to) or oris except when shown. TOP CHORD 2-12-23221505,3-12-226&514, 3 5-10-125,600, 2-9=-8891293 SOT CHORD 8-9_ 1971282, 7-8=-594, VVEBS 3-8=-3411142, 4-6-17731452,2-8-42W1943 LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev, 03-11) before use Cossign valid for use with MiTes connector piates orny. This design is based onty upon parameters shown, and is for an "s is b%xiding compmem. Appricabildy of design parameters and proper incorporation of the component is posponsibiffily of building designer or owner of the trusses and misheler Laterat restraint designations shown on indrvidusnl web and chord members are for compression buckling cork, not forburinting stability bracing. Additional temporary restraint/ durincreli bracing to insole idatillity during construction is the responsibility of the milliliter. Additional permanent building stability bracing of the overall structure is the respornflolity of the building designer or owner of the Vusees, For general guidance regarding design restionsibftes, fabrication, quality control, storage, dri erection, lateral restraint and diagonal bracing, consult ANSlil"R 1, DSS-89 and SCSI (Building Component Safety Information) avallabdir from 11 IN U-17-V 4 -t}.14 glib -o 4-ul 14 July 18,2013 2 so FIT 4*8 a scale - 1.52.0 LOADING (psi) 1 SPACING 2-0-0 TOLL 47,0 Patient Increase 115 TCDL 100 Lumber increase 1,15 8CLL 0.0 Rep Stress incr Yes BCOL 10,0 Code tRC20091TP12007 LUMBER TOP CHORD 2x4 SPF No,2 'Except* 3-5: 2x6 SPF 210OF ISE BOT CHORD 2x4 SPF Ncr2 VVF8S 2x4 SPF No. .2 REACTIONS (IblihZe) (nr-in.0-2-14) Max Harz 10=44VLC64 Max Upllft 10-316(t-C 5), 6-.415(LC 5) Cst DEFL rn final Wait Lid PLATES GRIP TC 095 Vero LL) -0,16 6-7 >999 240 1 MT20 19:"/544 BC 0,51 VmpTL) -022 6-7 -861 ISO VVB O-97 Horz(TL) 0,03 6 We old oupturix-M) Weight, 115 to FT = 0% BRACING TOP CHORD Structural, wood sheathing directly applied, except end verticals.. SOT CHORD Rigid ceiling directty applied or 7-7,1 on bracing. VVESS I Row at midto 4 -6,. 2 -7 FORCES lip) -Max, Comp./Max. Ton, • A31tlrces 250 (tb) or less except when shown. TOP CHORD 1-10=-145"55, 1-11­18681362, 2-11-.17901374, 2.3--14431317, 3-12-1460,199,4-12=A3581408, 4-6--16451479 SOT (,HORD 9-10--5371171, 8-9=•58941753, 7-8=•58911753 VV BS 1 2-9-568,244, 2- 7 --5121`229,3-7=-882,r333,4-7- W6 LOAD CASISS) Standard WARNlNG » Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 0 3 3,1 V) before use Neigh valid for use with farrier connector Fields only This design is based only upon parameters shown. and is for an hidnadualf building component. Appikalbifity of design parameters and proper incorporation of the component is responsibility of building designer or maper of the trusses and installer Lateral forearm dosolfrations, shown on individual web and chord members are for compression buckling only, not formilding stability bidding. Additional temporary testrarriti dim gontV bracing to insure stability during construction is the responsibility altos inspect, Additional permanent building stability bracing arms overalt structure is the restionsibUffy of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage delivery, election, feeral restraint and diagonal bracing, comoill Audint"rInt 1, D59.89 and SCSI (budding Component Safety information) avaletre from SBCA at wonv.sticholusto, com. CONNIUMOLLC 7-9-2 7•510 7-9-2 3w5 = Wo = 3X4 = 410 = 3*6 = July 18,2013 Soice - 1;26.7 5XI2 = LOADING (psh i SPACING 2-" TOLL 470 Plates increase 1,15 TCDL 10,0 Lumber increase 1,15 BOLL, oo I Rep Stress Imir NO BCDL 10.6 i Code 1RC2008lrPI2007 LUMBER ' TOP CHORD 2X6 SPF 2100F 1.8 - ROT CHORD 2x8 OF 195OF 17E r?i,eEBS 2x4 SPF Na .2 *Except' 24 SPF 2100E ISE CS! DEEL in (toc) hope Lid PLATES GRIP TC 036 Vert(LL) -0,16 a 240 MT20 1971144 SO 0.74 Ven(TQ •0 26 :999 8 665 180 MT20H 1481108 M 0,61 Horz(TL) 0,08 6 me nis t Weight:, 199 dr FT - 0% BRACING TOPCHORD 2-0.0 or. purlins (5-4-14 maxi): 1-5, except end vedicals. BUT CHORD Rlid calling direedy spoiled or 10-0-0 oc bracing, REACTIONS (jolsizin 10-9oxnti0 -3-8 noti, 0-5 (req. 0 Max Horz 10-99d-C 6) Max Uffift 10=-2338(LC 5), 6-2613(LC 61 etc,) are the responsibility of the building designer See Note 9, FORCES (ils) - Max. Come Italia, Ten - Ali forces 250 (dr) or tens except when shown TOP CHORD 1-10=_940/289, 1. 13155/3143, 4-13=-6201196, BOTCHORD 10 8-18=4072,'16878,18-39- 20=-3178/13155,20.21--3178il3555, 6-21-317V3155 WEBS 2-10=-14 -103V4872,3-9=-447121071,3-8-533(2490,3-7--422911015, 4- 7=,10a314962,4,6- .1431113420 LOAD CASE(S) Standard WARNING, Verify design parameters and read made on this Truss Design Drawing and included DrJ Reference Sheet (rev 03.11") before use. Desuni yield for use were MiTek connector mates oruy. This design is based only upon parameters shown, and is for an widendual building component, . Aprecabilair of design parameters and proper incismoration of the comporeeN is responsibility of truidshi designer or owner of the trusses and impeller. Lideralrestrairet desl9minons shown on individual web and chord members are toe compression buckling only, not fistroidniq slathisy bracing, Additional temporary restnuritt inidgmal cleared to insure stability due nit construction is the responsibility of the surtaftr Additional permanent m0dripi stability piecing ofthe events structure is the responsibility of the buiedoil; designer or owner of the trusses, For general guidamur regarding design responsibilities, fallftation, quality control, storage, delivery, direction, ithend restraint and diagonal bracing, consuil ANSUTPi 1, DSB-89 and SCSr dituilding; Component Safety information) avaitable form 3 - 9- 10 ',g7-14 34 -14 3-9 10 2 , it 10XID "I.— , 10x20 MT20H ii TH026 TH026 1040 MT20H, H THD28 THD28 July 18, 013 WARN #NG - Verify design parameters and reed notes on this Truss Design Drawling and included Dr) Reference Sheet (rev 034 1) before use. Design j. vale for use with Weir connector places only, This design is based only upon parameters shown, and is for an supwrdual Wtoting component. Appficzat nee of design parameters and proper incorporation of the component is reesponsbl#ty of building designer or owner of the trusses and rnstaiter, Latest restraim . designations shown on exhOduat web and chord members are for compression buckling only, not forbuilding Mobility bracing Additional temporary restrasal dn3gona4 bracing to insure stabiiidy during oonstrcrcd€an is the responsibility of the Inatatdee Addc3ionad permanent buitdong stabtlty brsc+ng of the ovaraR6 structure is the responstdity of the budtding designer or owner of the trusses, For general guidanee regarding design responsibil ties, fabrication, quatity sch ol, storage, delivery, sreclorm taterat restraint and diagonal bracing, nonsuft AN5trrFd 1, OSB-89 and SCSI (Building Component Safety information) avintims, from 3 LrdiIL( ie fir+ r[,r� SBCA at www,sbundustrv.com. ( s rs.�iwifIaTOLLC LOAD CASE(S) Standard 1) Reguiir; Lumber decrease =1.15, Mate lncrease =i.. Uniform Loads (pit; Vert: 3.5=- 514(F- •400), 6- 10= -20 Concentrated Loads (Cif Vern: 10=-1509(B) 6--1509(B) 15= =1509(6} 16-- 9504(8) 17--15D9(8) 18«- 1509(B) 19- _.3503(8) e 21-- 1509(8) Date: January 10, 2014 Rating No.: Simulated Performance Analysis Building Name: Neer Town ,Builders , Rating Org.: EnergyLogic, Inc Owner's Name. New Town Homeowner Phone No,: 970.532.32201:800.315.0459 Propert y: 11 tfi Inside Perrine Row Raters Name: Peter Oberhammer'. Address: Wheatdd§e, 00 80033 Rater's No.: 9169857 Builders Name: New Town guilders Weather Site: Denver, C6 Rating Type: used On Plans File Name: 1116 Inside Perrins Row.bIg Rating Date* 01110114 Building Inform lion: Conditioned Area (sq ft): 1187 Conditioned Volume (cubic 11): 12880 Insulated ShellArea (sq ft): 3756 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path, At times the energy features listed below will change in the field from what has been input in the analysis. EnergyLogic, Inds field inspection process will identify any changes to ensure that the home continues to meet the intent of the JECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Comments/Location 2. Attic: R30 Blow Open GI (52 s,f.) R -17.0 continuous insulation, R -13.0 cavity insulation. Name: Flat edge Insulation Grade: I If III Face / Inset Comments/Location U 7-Mt=#1WTM REM/Rate - Residential Energy Analysis and Rating Software 04.3 This information does not constitute any warranty of energy cost or savings, 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado, N ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 2 1 Wall: x6 16oc BF1R23 G1 (450 s.f), Between conditioned space and ambient R-0.0 continuous insulation, R-23.0 cavity insulation. Name: Front 2x6 Insulation Grade: I If III Face / Inset Comments/Location Comments/Location Windows and Skylights. I Window: Low E 30130 (102 s.f, South), U-Value: 0,300, SHGC: 0,300 For windows without labeled U-factors, describe features: Name: Front 2x6 Orientation: South Comments/Location Z Window: Low E 30 / 30 (43 s,f,, North), U-Value: 0,300, SHGC: 0,300 For windows without labeled U- factors, describe features: Name: Back 2x6 Orientation: North �UIMAVAMKITTMATIMAMFTNM I M ENERGY CODE INSPECTION CHECKLIST —71 Rew Tdwn Builders Page . ... .... .. .. . .. ...... ........ .... .... Cornments/Location Comments/Location 2. Floor: F-Glass 16oc 12" GI (35 sfl, Between conditioned space and ambient conditions R-0.0 continuous insulation, R-500 cavity insulation. Name: Cant Insulation Grade: 1 11 111 Face / Inset Comments/Location H r 13 I Slab: RIO -S9 0'w/R1 - P1 8 "G1 (172 s,f) R -10.0 perimeter insulation, R -10,0 under slab insulation. Name; Slab Insulation Grade: I It III Face / Inset Comments/Location REM/Rate - Residential Energy Analysis and Rating Software 04.3 This information does not constitute any warranty of energy cost or savings, 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado, M ENERGY CODE INSPECTION CHECKLIST New Town Builders Paqe 4 0 1. Joist Ambient (90 s.f), Between conditioned space and ambient R-0.0 continuous insulation, R-19.0 cavity insulation. Name: Ambient Insulation Grade: 1 11 111 Face / Inset 2, Cooling: Air conditioner, Electric, 13.0 SEER. System description(make): Air Leakage Control: Blower Door Test at Final House is air-seated so as to achieve 3,OOACHSO or less at final blower door test ( tax CFM50 is: 644) Visual inspection at rough for mandatory code air barrier and insulation features. INFILTRAMON REQUIREMENTS FOR IECC. REM/Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constilute any warranty of energy cost or savings. 0 1985-2013Archftectural Energy Corporation, Boulder, Colorado. . ....... .. ENERGY CODE REM/Rate - Residential Energy Analysis and Rating Software v14.3 This information does not « of . cost or savings. 0 1985-2013Archkectural Energy Corporation, Boulder, Colorado. _7 T ENERGY STAR VERSION 3 HOME REPORT Heatmg: 11Z 8.3 Cooling 6.8 4,9 Water heating; 9.4 91 Lighting &Appliances.' 15.8 171 HERS Index of Reference Design Home 74 67 HERS Index w/b PV HERS Index Target (SAF Adjusted) 74 67 HERS Index Size Adjustment Factor: 1.00 HERS index w/b PV— HER Index of Reference Design Home AND HERS Index <= HERS Index Target to comply. ---------- — ------- - - ------ ------ This home MEET$ OR EXCEEDS the energy efficiency requirements for designation as an EPA ENERGY STAR Version 3 Qualified Home. REM/Rate - Residential Energy Analysis and Rating Software 04.3 This information does not constitute any warranty of energy cost or savings. C 1985-2013 Architectural Energy Corporation, BouWer, Colorado. ............ . .New ToWn Builders m Pollution Prevented Energy Cost Savings ($1year) -1 . I - 0 1985-2013Archftectural Energy Corporation, Boulder, Colorado. Date: January 10, 2014 Rating No.: Simulated Performance Analysis Percent Garage Lighting: Property: 1116 Inside Perrins Row Rating Org,: EnergyLogic, Inc 00 V\lhaatndge; CO 80033 Rater's Name: Peter Oberhammef P � . . . . . . . . . . . . . . . . . ENERGY STAR VERSION 3 HOME VERIFICATION SUMMARY Date: January 10, 2014 Rating No.: Simulated Performance Analysis Percent Garage Lighting: Property: 1116 Inside Perrins Row Rating Org,: EnergyLogic, Inc 00 V\lhaatndge; CO 80033 Rater's Name: Peter Oberhammef Ceiling Fan (efrn/Watt): Builders Name New Town Builders Rater's ID: 9189857 Building Name;. New Town Builders Rating Date: 01110/1 Projected, Rating: Based on Plans - Field Confirmation fir qu Building Information Ratings Conditioned Area (so ft) 1 1187 HERS Index: 67 Conditioned Volume (cubic It): 12889 HERS Index w/o PV: 67 Insulated Shell Area (sq ft): 3756 HERS Index Target (AF Adjusted): 74 Number of Bedrooms; 2 HERS Index of Reference Design Home: 74 Housing Type: Townhouse, inside unit Size Adjustment Factor: 1.00 Foundation Type: Slab R-38 Blown Attic GI U =01026+ None None x6 16oc BF/R23 G1 U=0:055 None None F-Glass 16oc 12" GI U=0,024 RIO-SIO'w/Rl O-PI 8*GI U=0,044 Window all Ratio: Window Type: Window U-Value: Window SHGC: Infiltration: Duct Leakage to Outside: 016 Low E 30 / 30 0.300 0.300 Htg: 100 CIg: 3.00ACHSO 1.00 CFM @ 25 Pascals Total Duct Leakage: 1.00 CFM @ 25 Pascals Air conditioner, 30,0 kBtuh, 13.0 SEER Conventional, Gas, 0.62 EF Heat Cool=Yes Exhaust Only'. 34 cirri, 15.0 waft. Percent Interior Lighting. 9000 Percent Garage Lighting: 0.00 Refrigerato 00 Dishwasher Energy Factor. 0,60 Ceiling Fan (efrn/Watt): 0,00 Clothes Dryer Fuel: Electric Clothes Dryer EF: 2.67 Clo 00 Clothes Washer Capacity: 2V Range/Oven Fuel: Electric REM/Rate - Residential Energy Analysis and Rating Software 04.3 This information does not constitute any warranty of energy cost or savings. (D 1985-2013 Architectural Energy Corporation, Boulder, Colorado. ENERGY STAR VERSION 3 HOME VERIFICATION SUMMARY tlf t i • it - & 1 0 0 1 REM/Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings, (D 1985-2013 Architectural Energy Corporation, Boulder, Colorado. Date: January 10,:2014 Rating No.: Simulated Performance Analysis Building Name: New Town Builders Rating Qrg : EnergyLogic, Inc Owner's Name: New Town Homeowner Phone No.: 970,5323220 1.800315,0459 Property: 1116" Inside Perrins !16w Rater $ Name: Peter Oberhamrner Address: Wheatridge, CO 80033 Rater "s No. 91L 89857 Builder's Name: Now Town Builders Weather Bite: ' Denver, CO ` Rating Type: Based On Plans File Name: 1116 Inside Perrins Row.blg Rating Date: 01/10114 Annual Energy Cost ($} 2009 IECC As Designed 8.,�.�_. 189w_� Cooling: 65 69 Water heating: 160 160 r...__..._ 9lITCYtsRI - Us to Determine C4rripinCB :._w_........_.. _.......�4 .m..� ."...,...__.,.418.r.�._. Lights & Appliances: 589 568 Photovoltaics: -0 , _ Service Charge: 0 0 Total: 1052 986 Window t1- Factor Check (Section 492.5) Window 11- Factor (Design must be equal or lower): 0480 0.300 Home Infiltration (Section 402.4,2): PASSES Duct Leakage (Section 403.2.2): PASSES •N• • • •: e - • •t M.. 1 Desi e c• based on .. following Heafin # air distribution f kBtuh 9 AFUE. Coolin conditioner f f kB tuh, Heatin Water • # Window-to-Floor Area Ratio 0.13 REM/Rate - Residential Energy Analysis and Rating Software 04.3 This information does not constitute any warranty of energy cost or savings, 0 1985-2013 Architectural Energy Corporation, Boukler, Colorado. � w. 2009 IECC ANNUAL ENERGY COST COMPLIANCE REM/Rate - Resi E A nal y s i s and R at i ng So ftware This information does not constitute any warranty of energy cost or savings, Q 1985-2013 Architectural Energy Corporation, Boulder, Colorado, �ww � Date: January 10, 2014 Rating No.: Simulated Performance Analysis Building Name: Now Town Builders Rating Org.: EnergyLogic, Inc Owner's Name: New Town Homeowner Phone No,: 970,532.3220 1 .800315.0459 Property: 1116 Inside P6rdns Row Rater's Name: 'Peter Oberhammer Address: Meatridge, CO $0033 Rater's No.: 9189857 Builder's Name: New .Town Buildeisj Weather Site: Denver, CO_ Rating Type: used On Plans File Name: 1116 Inside Perrins Row.bIg Rating Date: 01/10114 Annual Energy Cost ($) 2012 IECC As Designed Ing 195 189 Cooling: 79 73 Water Heating: 160 160 SubTotal - Used to Determine Compliance Lights &Appliances: Photovoltaics: Service Charge: Total: Window U-Factor Check (Section 402,5) Window Ll-Factor (Design must be equal or lower): Home Infiltration (Section 402.4,1.2): Duct Leakage (Section 403.2.2) 434 423 569 568 -0 -0 0 0 1002 991 0,480 0.300 PASSES PASSES PASSES Name: Peter Oberharnmer Signature: Organization: EnergyLogic, Inc Date: January 10, 2014 Design energy cost is based on the following systems: # A 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. M REMIRate - Residential Energy Analysis and Rating Software 04.3 This information does not constitute any warranty of energy cost or savings, 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado, �� 0 =[A 2" A t 4 • 4 4 4 4 NEW "M Project Title: NewTown Rerun's Row Plan 1116 Designed By. Bob Guenther Front door faces West Project (Date: Wednesday, October 19, 201 Volume (W) of Cond. Space,* 11,318 'Client Name:. Nowto%nt.h So Comparlyllarne: ' ildors, Smith And Willis Heating And Air LLQ Latitude: Mtuh�M9660 39 , Degrees, ompany,Ad 12340MOad Way. ,,, Elevation: Co MpAny: Gil y: " - -,, -,e Oo8QJ 25 Litttton; Q % Q �,,:�'30 )688,,,4,x' , 4876 tj`Q 0,819 dorn a : E ��M-ail P by or Cc s'' ithand b b'D m, Willis ZZ- Whoatridde,zoiirra6 ut t it.: Building Orientation: Square ft. of Room Area: 1,188 Front door faces West 1,176 Volume (W) of Cond. Space,* 11,318 D art yTein 'odratbre Mange: �29,660 Latitude: Mtuh�M9660 39 , Degrees, Total Sensible Gain: 12,896 l3tuh 100 Elevation: 541 ft.: -775 Btuh 0 % Attitude Factor: 12,896 Btuh 1 .07 0,819 Latent) Outdoor Outdoor Outdoor Indoor Indoor Grains PH Bulb Wet Bulb Rel.Hum ReLHum Dry Bulb Difference Winter: 1 0.19 80% 70 81.1 5 Summer: 91 59 15% 50% 75 -39 i otai t3utfoing 6uppiy ut-mi b/b ut t it.: Square ft. of Room Area: 1,188 Square ft. Per Ton: 1,176 Volume (W) of Cond. Space,* 11,318 �29,660 total Heating Required Including Vontila!MonXir� Mtuh�M9660 WBH� Total Sensible Gain: 12,896 l3tuh 100 % Total Latent Gain: -775 Btuh 0 % Total Cooling Required Including Ventilation Air: 12,896 Btuh 1 .07 Tons (Based On Sensible + Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions, y.\ \Plan 11 16,rhv Wednesday, November 20, 2013, TOO PM Rfi+pl4Ypl iAi1HV A•,.W&%MrY RM14 Y \glen 1 1 16,rhv Wednesday, November 20, 2013. 3 PM Scapa Nett I f V i /Ion Area Son Gain t at Gain Net Gain Serf Lass � ; GFM C '" F1tg G1g d ¢ Aet G�. Duct Size Building 1 "1)7 1,176 1,188 12 „896 "775 12,896 29,660 568 675 675 System 1 1.67 1,176 1,188 12,896 -775 12,896 29,660 566 676 675 18x12 fr Blower " , to 1 V Duct €.ate ) L 3t12I {.dt .. >• 99,�� " ” + ¢ Mane 1 1,188 1.2,886 •678 12686 27,614 568 675 675' 9x 14 1 rt wer a ' 1 7 3 1,73 299 '6, 7 8 444 16 1 91 161 7a7 Fq n, $ p R. ".: / C `TlS7 3711: A .4tL¢+Yd CdIrEµ'.. , 3- ivtn ' 4 2,756 y a2 ' ' 2"786. ' 4"883 101 t4� 144 4- F'NI3i. 36 .525 91 525 1406 9 7 9' drtacatas 2 153 1a9.8 54,92 , .3,1356 63 91, "` 99 , 7,.7', 6 t r1 , . ': 265 ?, 647 0 ��1'77 3;7'7`3 78:..1:6 ,. 1 8 6 7-Bath 60 248 ' -43 248 859 18 13 18 4 8 a_; - all 1q7 349 -53 319 1,118 ,23 18 23 Not DD: 1 4 Sum of rooms airflows may be greater than system airflow because s steep rooms airflow option uses the c�reatcr of heat�sa car___ ! m... . _._. Y \glen 1 1 16,rhv Wednesday, November 20, 2013. 3 PM � �`'` h*l"�F, -, a }uz � t< ��� �,:"� 'Y �>>u+ v Y, m'it���,y" i �`4 � ��z�i7. Runout 0.0003 7 303 OM4 0:4130 U l $T 1 _1 0,018 54 Redt 'I 2 12 315 OMO Presize:' 5.& 0.466 7 -- - f uct Name: SR-200 Supplies: Low'er Level, Fittings: 2-1, 4 -A ' D, D, 8-A2, 8-A2, Effective Length: 81.4 Rurrout 0,0003 .7 303 0,402 Up: ST -1 128 5.4 O447 015_ '3 Rnd 11,5 73 m­vucvmamq: t Level, tnecitive Lengm:,�j.;41­ 0.0003 15.2 Trunk "' 6,000:3 16 423' 0:4130 Up: ST -11 0 55 18, 0,018 10 Redt 'I 2 12 315 OMO Presize:' 5.& 0.466 0.334 -- - f uct Name: SR-200 Supplies: Low'er Level, Fittings: 2-1, 4 -A ' D, D, 8-A2, 8-A2, Effective Length: 81.4 Rurrout 0,0003 .7 303 0,402 Up: ST -1 128 5.4 0.021 01.015 Rnd 11,5 73 69.9 O 017 Presize 81 211 0.444 0,351 I ---Duct Name- ST Feeds Into* Living, Effective Length: 1.3 Trunk 4M03 15,2 227 OMO Up ST-190 55 20 O.006 OMO Rect 13 10 0:0 OMO Presize 315 6,7 OA65 0.335 --- Duct Name: ST-230, Peeds Into: Living, Effective Length: 03 Trunk 0M03 15,2 55 OMO Up: ST -140 55 20 0,001 MOO Rect 03 '10 O. C1 MOO Presize 76 13 0.465 0.335 v Comm Trunk 0.0003 15.2 Up ST-240 55 20 Rect 3.2 10 Presize 315 15.8 Trunk 0,0003 15,2 Up: ST-200 55 20 Rect 13 10 Presize 77 63 MIMI Trunk 01M03 15,2 U p: ST -160 55 20 Rect 5.0 10 Presize 302 25 227 0.000 OW6 0.000 0.0 0.000 0,464 0.33E 0,000 MOO 0'000 0.337 Omo OMO OMO 0,336 YA APlan 11 16,rhv Wednesday, Novernbef 20, 2013, 3:01 PM X '7' M ri, I lippligill 11111111 R i .-PrElisize QA52 0 t N6 6:,ST Fe'bft'Iht6: hq' f lia ctiVe , Length " : 2.7 u'd m E i O1�0003 Trunk 152 �' ,: , ' ' 166 OOw Up I 65, I � 2 0 1 0.004 9 ,00( ) 288 Rebt 2,7' 10 5.4 0.00G 0.006 Presize 230 1 j3 0A68 0337' Presize i ---Duct Name: SR-I 80, Supplies: Kitchen/Dining, Fittings: 2-1, 4-AD, Effective Length:, 63.3 0A58 0,342 Runclut. 0.0003 7 288 0,002 Runout Up: ST-200 55 5.4 0.022 0.01 55 .end 8.5 73 54.8 13.7 7.7 Presize 77 15,6 0,450 0,350 0.457 --- Duct Name! SR-190, Supplies:. Kitchen/Dining, Fitting: 2-1, Effective Length: 29.4 Runout 0.0003 7 288 0.000 Up: ST-190 55 5.4 0.022 0.006 find 1�0 73 28.4 0.006 Presize 77 13 0A58 0,342 t -- - Duct Name: SR-210, Supplies: Bedroom 2, Fittings: 2-1, 4-G, Effective Length: 73.3 Runout 0.0003 7 187 0.001 Up: ST-130 55 5.4 0,010 0,006 Rnd 13.7 7.7 59.6 0.007 Presize 50 25 0.457 0,343 Report Units: Pressure: in.wg, Duct lengths feet, Duct sizes* inch, Ail 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 curnulative 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 of active runouts: 12 Total runout outret arrillow: Main trunk airflow: N Largest trunk diameter: 16 ST 260 I_argest runout diameter: 8 SR-1 10 Smallest trunk diameter. 0 ST -170 Smallest runCiUt diarnetef 4 SR - Plan 11 16,rhv Wednesday, November 20. 2013, 3 PM _ IV 'V�V 27n i uc - -rom t NOaqe�H VeOCIS t _qW0r,Leve1I'.'1;TteCt(V9 Lpog�n. OX Trunk '0,0ob 502 �62 'ubo Up, RT- I 10 75 , 18 Rect 0,7 12 0.0 Rect A8 12 0.0 0.000 Presize 753 Length: 46.2 -0.015 0,049 -- - Duct Name,: RT-150, Effective Length: 6,6 0.002 -140 75 5.4 11p RT 0,033 Trunk 0,0003 16 435 0,001 Up RT-140 75 18 0.018 0,000 Rect 6.6 12 0.0 0.001 Presize 653 32.9 -0,014 0.007 ---Duct Name: RMT-100, Feeds From: Lower Level, Fittings: 5-1-11, 5-0, Effective Length: 143.2 0,006 Trunk 0.0003 16 502 0.000 Up: Fan 75 18 0.023 0.033 Rect 03 12 142.5 0.033 Presize 753 3.4 -0.016 0.049 -- - Duct Name: RT-1 10, Feeds From: Lower Level, Effective Length: 0.7 Trunk 0.0003 16 502 0.000 Up, RMT-100 75 18 0,023 0,000 Rect 0,7 12 0.0 0.000 Presize 753 13 -0.016 0.049 ---Duct Name: Low, Returns from: Lower Level, Fittings: 6-C, 6-G, 12-S, Effective Length: 46.2 0"001 kUnOUt 0.0003 7 374, 0.002 -140 75 5.4 11p RT 0,033 0.013 Rnd 6,5 73 39.7 0.015 Presize 100 11.9 0,000 0.015 -- - Duct Name: RT-120, Feeds From: Living, Effective Length: 9,2 Trunk 0.0003 12 324 0.001 Up: RT-150 75 12 0.015 0,000 Rect 9,2 10 0.0 0"001 Presize 270 316 -0.013 0.002 i -- - Duct Name: Main Low, Returns From: Living, Fittings: 6-H, 6-13, Effective Length: 86.1 Runout 0.0003 16 255 0,000 Up: RT-150 75 18 0.007 0.006 Rect 1'0 12 85.1 0,006 Prosize 383 5 -0.008 0.006 Y '_\P�an 11 rhv Wednesday, November 20, 2013, 101 PM New Town Door: Door -R =2.85 17.8 430 0 137 137 2213- 1Oph -t. Floor-Slab on grade, Vertical board insulation Front. rttty.: Door- 4 x 67 .. 35 5 � .. , 12?.Osw. "Wall- Frame, R 1`5 rnsulation in ' x`4 surd .' 1592 <3 9,449 0 2,123 2123 Be sure to select a unit that meets both Sensible and latent loads according cavity, rio. board insi ailation, Iding f inish, wood suds at your design conditions. heavy moist soil 121 -Osw: Wall -game, < 21 'insulation ire 5 t r1 59.5 3,131 0 515 515 7 Passive, R -38 blanket insulation, carpet covering ." cavity no Iaoard idIng .,finish ; wood studs Subtotals for structure; 19,848 F"I0r;(also use'ft`rr kin 'ep W ll 6h P�coitiori Coi x.»SS flf q�tY€N tXtYA Gi(V MdV YLBE, xui GLbl4F 4.sd a w vp �' ! 6' 7{7 x f9 174t 1GZt��[1 . ", '.• .,.. .. 300 % Tatar Latent Gain: -775 Stuh 2213- 1Oph -t. Floor-Slab on grade, Vertical board insulation 58 1,925 3 0 0 s covers lab edge and extends stralg t,dow � to " . Rh vac 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 C. below grade, the covering, -R -10 insulation, passive, Be sure to select a unit that meets both Sensible and latent loads according to the manufacturer's performance data at your design conditions. heavy moist soil 20P -38 -c. Floor -Over open crawl space or garage, 317.5 658 0 57 7 Passive, R -38 blanket insulation, carpet covering Subtotals for structure; 19,848 0 8,291 8,291 People: 3 600 690 1,290 Equipment. 0 1,200 1,2001 Lighting. 0 0 0 Ductwork: 3,438 -97 1,007 910 Infiltration Winter UK 70, Summer CFM: 59 4,328 1,278 847 -431 i Ventilation: Winter CF°M: 0, Slimmer CFM: 0 0 0 0 0 Blower Heat Gain, 3 watts: 0 0 '10 10 Humidification (Winter) 5,58 gal/day; 2,045 0 0 0 AE10 Excursion: 0 0 850 850 Total Building Load Totals: 29,550 -775 12,896 12,121 Square ft. of Room Area: Volume (W) of Cond. Space: 1,188 Square ft. Per Toni: 11,318 Total Heating Required Including Ventilation Air: 29,660 1 tuh 29.660 MBH Total Sensible Gain: 12,896 Rtuh 300 % Tatar Latent Gain: -775 Stuh 0 % Total Cooling Required Including Ventilation Air: 12,896 Btuh 1.07 Tons (Based On Sensible + Latent) s Rh vac 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 C. 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. Y ; ... \Plan 11 16.rhv Wednesday, November 20, 2013, . 3 PM Y\ —"Ren 111G/hv Wednesday, November 20, 2013. 3*01 PM ��� al HVAC Loads F-1 | i i Cooling System Type: Standard Air Conditioner Indoor Model CNPV*2417A**+TDR Outdoor Manufacturer:, CARRIER AIR,60NDITIONING Reference' G, 7 Efri 60 Y\ —"Ren 111G/hv Wednesday, November 20, 2013. 3*01 PM ��� Floor -20P -381 X 207.5 207.5 0.030 2.I 430 02 0 37 Subtotals for Structure: 3,268 0 1,448 InfiL: Win.: 13.2, S rn.. 11,1 469 1.745 819 0341 -242 160 DUCtwork: 581 229 Ali Excursion; 193 quipment. 0 1,200 Roam Totals; 1 i f i 4,668 -242 2,931 t a y � "z °a � a ,..y 9 � vat �'&K 7W m aax b �` y �:, + ��u.. R :c w �'� r c � Floor -20P -381 X 207.5 207.5 0.030 2.I 430 02 0 37 Subtotals for Structure: 3,268 0 1,448 InfiL: Win.: 13.2, S rn.. 11,1 469 1.745 819 0341 -242 160 DUCtwork: 581 229 Ali Excursion; 193 quipment. 0 1,200 Roam Totals; 1 i f i 4,668 -242 2,931 Y:\ .APlan 11 rhv Wednosday. November 20. 2011 3:01 P Calculation Mode: Htg. & c1g. Occurrences: 1 Room Length*. 36.0 ft, System,Number I i Room Width* 1.0 ft. Zone Number: 1 Area., 3&0 sq,ft, Supply Arr:_ 29, CFM C fi�g,He10ht 61 ft SUO ply' [r Changes: 4,4 AC/hr I Volume: 3KO cu.ft, Req. Ver it Cl ; : . . '0 CFM NumW of Rogistors� V .° Act ual I' W i n" ter v '0 'CFM 0'' 0 t V cda f nhier ' Y Percent of Supply IPfk"":"' 5 QFM 'f hifil 44.6 O€065, 4.5 : -0.7 O 33, w I W -Wa Oa ' 6�2 X 11 59.9 0.065 4�5' - .269 0.7 0 44 N -Wall-'I 2F-Osw 5.8 X 11 641 1 U65 4�5 '288 0.7 0 47 W -GIs-New Town Window shgc- 8 0,300 203.7 166 33.1 0 265 03 O%S Subtotals for Structure. 0 389 I Infil.: Win.: 5.0, Sure.. 4.2 177 1,745 308 0.340 -91 60 Ductwork: 175 41 'AED Excursion Room Totals. -91 525 Y:\ - Dan I I 16,rfiv Wednesday, November 20, 2011101 PM €ttrd _ - . - w i 4 _ ` _�q Load Procedure) D etailed Room Loads -Roo MBR (6 yq� qg Calculation Mode, Htg. & c1g. Occurrences: Room Length: 206.4 ft. ;system Number: 1 Room Width: 1.0 ft. ?one Number-, � Area:,,,, .�` ...° 06,.Cl stl.ft. supply Air.. 123, CM . I Ceding Height. 3.0 ft. � ��' upply Art` Changes. :... 4.7 ' AC/hr l.' volume. _ � , .. ; � �1,652.t7 � tt.' . ; e e ,Vent: lg; O .CAM I NuMber of l ec raters' Actual Winter Vent.: 0 CFM � f'erc.rtt caf supply :..� tatnm: r V rltw p{�^±^ gg :V y of` Su / d6�, k :Actu1 Ir1etlnfl fM :' °clu�lz °u1rr�r �rff�l , €3 �l�l.� y I WWII 1 1 f s 14.E 114.E C} t I 1, 0t 153 W -Wall-1 21 °Claw 15 X 8_ 85 , 01. 16 4.5 331 0.7 . Cl 5 N -Wall -121 -flaw 12 7C 8 96 Ol 086 5 9 570 1.3 0 123 W ..;GIs -New Town Window shge 25 0.300 201.7 513 33.2 0 629 C1,3 4l %= W -GIs-New Town Window shgc- 10 9300 26,7 297 332 0 332 03O% ` UP- Cell - 1613-33 206.4 X 1 206.4 0.026 1.6 370 12 0 247 Subtotals for 2,126 0 1,751 ' Structure , Infrl,: Win.: 9. 3, Sum,: 7.131 331 1.745 577 0 342 -170 113 Ductwork. 470 191 AED Excursion: 161 People: 200 latlp r, 230 son/per 1 200 230 Room Teals: I 3,773 30 2,447 x i I Y \Plan 1 116. rhv Wednosday, Novr:M ber 20, 2013 3 - 101 P c Y-2 Detailed Room Loads - Room 8 ^ Hall Procedure) Calculation Mode: Htg. & clg. Occurrences, � Room Length: 106.6 ff. System Number: Room Width: 1.0 ff. Zone Number: 1 Ar. X07 t.. et.ft; . ; au%?;;3r: - Cl"lvf.„ s . Oiling f l ighf: .t ` ft, . Sri piy Air Ch urge 1.6 AC /hr . nt,'.Ci :; O- CF t . Nu' rrrber^ f Registers:. , Actual Winter Verrf.: C Cl =M f iclout Air , F ' M Perm r t ut S sir 0 %q °l iina t 00 t i . 4 tr ct la a 6rft r uncut Arelcrfy lm�n."ernf of Supply Rrru Asr ert 24. ;fit frrrr,: ' tui „+1ra.rrftl Atlas 9 ^ trr wgw It?i} tt Actual Surr�.er lnf1l C �..��..�....:..^:.._. � .....,.��«...w�.✓.w.�,y. '(* � k p�{ (p{}" q �'q p"pp?4dt �j ry �y y g} +'') �y ¢��} „k,. .} !'} [} �"`�"{('$ .{ d'� i+ / : " ? y^ 1 q . � tI P"'L✓C+t3” t,57 t�..}"'1:7{.i 1 Vt_7, f�i' 1 � k16.7.L7 ..XJ V�V 4 � �. { at# � .7 d ' I .rC. . lJ � M" F � . Subfofals for Sfrucfure: 8(30 0 264 lnfil.: Win.: 2.9, Sum.: 2.4 103 1.744 179 0.341 -53 3 Ductwork: 139 27 AED Excursion: Room Totals: C 1,118 -53 343 ` ._ AP an 1116.rhv Wednesday, November 20. 2013 101 PM 45 Northwest 90 North 135 Northeast 180 Past 225 Southeast 270° o 1: 315 Southwest -775 1.00 622 11,207 -776 OM 568 9,989 e 0 A . 11 f1 16161 AT' 11 11� .. . � jtq rrsir g r (? ° 1` :1413.` .: #4€3 . �1 143. ; � 1 • .. . Living .:: r 5 122 1OCt 119 1`43. � 31 106 1,40 7,7 I 4 .PWD *29 29 9 :. . 29 . _ 29 29 9. 29. ; 4 5 Be" di i m � 2 *1o6' 1 C15 , 4 77 92 ., 90 . . 6 MBR 110 82 ` 107 12 117 98 15 $;8 7 Bath * 18 18 18 18 18 18 18 18 . 4 8 ba ll *3 23 23 2 23 23 23 23 1 -- Indicates highest CFM of all rotations. 45 Northwest 90 North 135 Northeast 180 Past 225 Southeast 270° South 315 Southwest * Indicates highest value of all rotations 626 11,282 -776 0.94 568 9,407 •,778 0.78 608 10,955 -776 0.91 666 12,003 -775 1.00 622 11,207 -776 OM 568 9,989 -775 0.83 565 ' 11,993 - 776 1 M Y.\ .Tian 1 1 16 rhv Wednesday. November 20 2033 3 131 PM q�qq_qqtation Repo am= '15,000 --l-1--11111 MEMI 91000 + . .... . ... ..... ............ ......... 8,000 B a r n ;.y arn loam I I W11 12 p rn I Pro 2 prn 3 Par 4 pre 5pM 6prn 7 par Time of Day --*-- Front door facets west A --- Front door faces Northwest 0 Front doo(faces North Front door faces Northeast Front door faces East Front door faces Southeast a Front door faces South Front decor faces southwest Y:\ ... Tlan 1116, rhv Wednesday, November 20, 2013 3V PM Y AIR DELIVERY - CFM z N d N w BOTTOM or TMSIDES 3.4 s ♦ ar : ♦ � � o • a as l of the ratum We. Number of active trunks 1 1 N umber of act" runouts: f 6.266 Total runout nutlet airtlow 759 Supply fart static pres ava ilable'. Main trunk airflow. 660 Largest trunk dia meter. - 16 ST 260 Largest runout d rrr t r� 6 - f t Smallest true diameter: t ST 7 Smallest rurrout diameter: 4 S R - I Supply fan e xterna l static pressure' 0.8 Supply fan device pres sure losse 6.266 Supply fart static pres ava ilable'. 0,540 uncut maximum cumulative static pressure lass. 0.358 SRA 50 Return kiss added to supply. O. 049 9 `fatal effective length of return )* 190.6 Lo "fatal effective length of!supply ft'): 199:7 SR -15 Overall total effective length .: 390,5 Low to -15 Design ove rall friction rate per 100 ft,. 0,138 (Available S P x t / TEL) Furnace bleat Rise Used 58 degrees on Program Furnace Blower data L ") R PWRFORMANCE DATA 7 COIL.SrATIC PRESSURE i6� RON and R-2 REFIUGERAN'TS DETAILED COOLING CAPACMES# m 4540727 m .or i m OMNI; V , 4540727 m 11'0" of 16x12" SIA $R-200,7",81 CFM,RsqA0x4 mz�� Ecamm= North Page Size: 8.5XI I" Scale: 118" = 1 Drawn: Approved: Date: Job Number: NE TOWN BUILDERS Lower Level PERRIN'S ROW Plan 1116 SR-1sqx,77 CFM,Reg:lOx4 14x6" Transfer Grille SR-160,4",29CFM,Rsq:10x4 4" Panasonic Whisper Green Whole House exhaust Fan 35 CFM - - ----- - NEWTOWN BUILDERS MaInFloor PERRIN'S ROW Plan 1116 ;R-Iso,r',77 CFM,Req10x4 Main Low, CFM,Grll1e!16x16 -160,7",72 CFM,Reg:1Ox4 Scale: I/V = 1 Drawn: Approved: Date: Job Number: [*M High,12x10 ",270CFM,Grille:12x12 -, MM SR-140,4",I$ CFM,Reg:10x4 )roposed•Frame In 12,00" High return In ,lo set 24xV Transfer Grilles use a - to r , reducer at boot Use 8" to 7" reducer at boot SR-120,8",76 CFM,Reg10X4 NEWTOWN BUILDERS Upper Floor PERRIN'S ROW Plan 1116 1 SR-110,0•,76 CFM,Regl0x4 soak: Va" = 1 Drawn: Approved: Date: Job Number: la A m / / s ... x .11 111111111 mu RLqr= INTERNATIONAL, INC. -4 APP—W NT m4nh mf TM5 LAY0VT IS TW $M SOUWE F04 FAMWION Of TRUSSES AND VOIDS ALL FAMOUS AR04TEMAAL 04 OTHSA ------ -- AMEW AFD LAkRE_L�4LkS LAYOUTMV T AW TAUSStS 3" M.,pty ay THIS 15 A TAWS PLACEMtNT DIAGRAM OWY, r­ trwema mw 40r" I bWo, j. b."&.". S. 04M" &.F,, . Amer . f., F .h w.,Aj.o. pi—aarce e cra .d 52774. Pages or sheets covered by this seal: 17009761 thru 17009765 My license renewal date for the state of Colorado is October3l,2013, umber, and (4 ) referenced in the latest edition of ANSUM I S ion 6, 1 C d n f a 1.75 192 LOADING (psi} SPACING 2 -0.0 I CSR TOLL 47.0 Plates Increase 1.15 TC OBS TCDL 10.0 Lumber increase 1.15 BC 0.58 BOLL 0.€ Rep Stress lncr Yes WE 6,77 BCDL 90.4 Code tRC260WF12067 (Matrix -M) LUMBER TOP CHORD 2x8 SPF 2100F IRE °Except" 9 -3, 2x4 SPF N0.2. 3.8� 20 SPF 165OF 1.5E BOO CHORD 2x9 SPF 216DF 1.8E Ut BS 2x4 SPF bm,2 REACTIONS (tbtsixe) 13--201710-5-8 (arm. 02.8), 26- 1£77610.5.9 (m n- 0-2 -7) Max Harz 20=370(LC 6) Max Uplift 13-- 440(LC 5), 20-- 423(LC 5) mum DDFL in (Boo) Ude0 Lid PLATES GRIP! Vert(LL) -6.87 16-17 >33 240 MT20 1971944 Verl(TL) -143 16 -17 >233 190 MT20H 146/908 Hom(TL) 035 13 net Wil Scale - 1:80.2 3x4 11 it 12 BRACING TOP CHORD Structure$ wood sheathing direr #y applied or 2.0-7 oc puffins, except end ver4icais, BOT CHORD Rigid calking directly applied or 7-4.1 oc bracing, WEBS 1 Row at midpt 7-15,9-14,10-13 FORCES hid - Max. Come does, . Ten,.. All forces 250 (1b) or less except when shown, TOP CHORD 2-3=-394187, a 6 7=- 81 7511632.7.8 - -n, 541760, 8 -9— 0967, 9-10= -195 47,91.13 =•40. 1/212, 2- 20w- 446!184 BOT CHORD 19-20 782,15-16= .162018037, 14..15- -78et3804, 13..14::. -368/1 BS 3149 - 46112 523, 4-lg=- 10981272, 418 - , 43112203, 5-18 ti69, 5-17=-791595 7 -16 =.- 48312619, 7- 15 =- 4679/982, 9.15=- 26(YI626. 9.14 =- 2837/801, 10.14 26411554, 10 -13 =- 23711504, 3.20 -- 3783,798 W4RNiNG - Verify design parameters and read holes on this Truss Design Drawing and Included Dri Reference Sheet {rev 03-1 V) before arse. Design valid for use with Way connector plates only. This design is based only upon parameters shown, and is for an individual building componse, Applicability . of design parameters and proper incorporation of the component is resporeataiFay of bulldtng designer or owner of the trusses and extather. Lot" restraint designations shown on kri indual web and chord members are for compression truckfing foxy, not forbuRd ng stability bracing. Additional temporary restralrry diagonal bracing to insure stability during construction Is the responstality of the Inserter, Addamoill permanent building stability bracing of the events structure is the responsibility of the budding designer or owner of the trusses, For general guidance regarding design responsebaNYes, fabrication, quality control, storage, r dernery eractaarr, lateral restraint and diagonal biasing, consult AN tt'rid 1, DSB -89 and 0CS1 (Building Component Safety Information) ovapintel from F1 July 18, 013 LOADING (PsQ SPACING 1 -0-0 TCLL 47.0 Plates Increase 1AS TCDL 10.6 Lumber Increase 1,15 BOLL 0.0 Rep Suess met Yes BCDL 10.0 Code 1RC20091TPI2007 LUMBER TOP CHORD 2x6 SPF 210OF 1,8E - Except - 1-3. 2x4 SPF No.2, 3-8:. 2X4 SPF 1660F 1,5E Bar CHORD 2, SPF 210OF 0.6E WEBS 2x4 SPF No.2 OTHERS gad SPF No.2 K*ZMzff5M[9zM= CSI DEFL in 000 ildell Ud PLATES GRge TC 065 VerffLL) 487 16-17 >383 240 MT20 197/144 BC &58 Vert(-L) -1,43 1 5-17 >233 180 MT20H 148!108 WS 077 Horz(TL) 0.55 13 No n/a (Mabix-M) Weight: 181 to FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc pudic s, except end ververe& BOTCHORD Rigid ceiling directly applied or 7-4-1 cc bracing,. WEBS I Row at imidn 7-15,9-14,10-13 WARNING - Verify design parameters and read notes on this Truss Design Drawing and included GO Reference Sheet (reVL 03-11) before use. Design valid for use With MiTirk connector Plates only. Thai desem Is based Only upon parameters shown, and is for an individual building component. Alipficatuffly of design parameters and proper incorporation of the component is responsibility of building designer or owner of file trusses and balsifer. Lateral restraint designations shown on indhirsat web and chord members are for compression detailed only, not forbuildeg statatty bracing. Additional temporary restraint! diagonal bracing to insure stability during conisrurMon, is the responsibility of the inslagrec Additional permanent building stability brilamill of the overall souserre is the responsibilly of the heading designer or owner of the trusses For general guidance regarding design responsibilities, fabrication, quirkhr central, storage, delivery, Auction, lateral restralia and diagonal bracing, consult ANSVTPI 1, DS6.89 and SCSI (SUMIng Component Safety Information) available from 11 Scale - '1 :50.2 2. 2 U4 It 20 13 1,75 117 06 �Z' July 18,2013 06 3,00 iTT 3 osmm� 3X4 7 LOADING (par) SPACING 2-0-0 C$1 DEEL in (lac} Eiden Lid L " TCO, Lu mber Prefer, Increase 1.15 TO 4.21 VwdLL) -0. 03 4-5 240 Increas e 1,15 PC 0.17 VerpTL) -0.09 4-5 :999 737 180 BOLL 0 0 m Rep Stress or Yes VVB 0.02 Horz(TL) 0,01 7 ran We BCD L 10,0 Cod. IRC2LODWTP12007 (Matrix M) -- — ---------- ------- LUMBER BRACING TOPCHORO 2x4 SPF No,2 TOP CHORD Structural wood sheathing directly applied or 6-5-8 no purfins, except end verticals NOT ClIORD 2x4 Sion No,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 no bracing, WEBS 2x4 SRF No, 2 OTHERS 2x4 SPF No .2 REACTIONS 5-35514 -5-8 (mim (min. 0-") Max }tort 5=1 17S-C 9) Max Uplift 5=-1 IO(LC 5), 7-80pt-C 9) FORCES (to) - flax. CorritclMax, Ten, - Ali forces 250 (to) or less except when shown. TOP CHORD 2-5-3061224 zamzl�� WARNING - Verify design parameters and read notes on INS Truss Design Clearing and Included DrJ Referents Sheet (rev, 43A f') before use, Design valid for use with Wait connector pages only. This design is based only upon parameters shown, and is W an individual building component, Applicability of design parameters and proper iricorpenston of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on tridividual web and chord members are for compression entering only, not fornuodniq slabish bracing. Additional temporary restraint' diagonal bracing 10 insure Stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the emkifing designer or owner of the trusses. For general guidance regarding design responsiblifies, fabrication, mainly control, storage, delivery, election, lateral restraint and diagonal bracing, commit ANSVTPI 1, DS&-89 and SCSI (Butting Component Safety information) avirmbur from ittlialpin: 27 in FT - 0% 11 0 5. 5-8 5 3X4 2*4 11 July 18,2013 Type ritch Truss W ID:VtOnwg3 OhE36XZpjh5TJ mekQyy5mDyan8r . .. ....... . ------ -A w. 1 2-0 -5 1 3-5-10 3-5-10 3-5-10 5-2-2 5 5-5-10 1-3-0 Scale - 1:54A 1E LOADING (psq SPACING 2, 1 CSI DEFL In goc) Vdaft Ud PLATES GRIP TCLL "'�.o �1 Plates Increase Tc 075 Vert(LL) -070 li!3-17 , �511 240 MT20 197/144 T C '0 DL � odr.. "15 Lumber for I , " BC 0,48 Vefl(rL) -1,40 16-17 >255 180 MT20H I 1481108 BCLL 0,0 Rep Stress Incr Yes VVB 0.55 Horz(TL) 0,34 13 nfe n/a BC DL 10O ------- Code IRC2OO9fTP12007 (Mrstrix-hp Weight: 142 FT -0% LUMBER BRACING TOP CHORD 2x4 SPF N0.2 TOP CHORD SauChiral wood sheathing directly applied or 1-9-0 oc pridins, except end verficals, SOT CHORD 24 SPF 2104F 1.8E BOT CHORD Rigid fooling directly applied or 7-0-{) do bradrig. VVEBS 2x4 SPF No.2 AIEBS 1 Row at me(pt 7-15,9-14, 10-13 REACTIONS (ithol 13=15 5-g (rien, 0-2-0),20-1569A) (min. 0145) WARNING - Verity design parameters and read notes ontuts Truss Closain Drawing and included Dri Reference S {rev. 03-ill before use. Design valid for use with MfTek connector states only. This design is based Only Upon Parameters ahrwn and is for an k0hridual butifing component. Applicabloar of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on Individual web and chord members are for compression bucapois only, nor dimusding stability bracing. Additional temper" restraint/ demonall bracing to insure stability during construction is the responsibility of the installer. Additional permanent hooding stability bracing of the overall structure I$ the responsibility of the but ding designer or owner of the trusses, For general guidance regarding design responsaaRbas, fabrication, quality control, storage, delivery, emotion, talang restraint and diagonal bracing, consul ANSVTPI 1, DSB-89 and SCSI (804ding Component Safety Information) available from SBCA at wwwebcsiductry sure Imum i it 2.50 fTi- 2X4 11 11 July 18,2013 2,50 ffi_ I 1,75 FIT 9 anS ry LOADING affift SPACING 2-0-0 CS1 DEFL in (toe) I/delf Let PLATES GRIP TCLL 30,0 Ile, Inc ase 11: TC 0,75 Vert(LL) 470 le-17 -511 240 MT 197/144 TIDL 11 Lumber Increas no PC 0.48 Vert(TL) -1.40 16 255 180 MT20H 1481108 BCLL �g Rep Stress Ir WEI 0,55 Horz(TL) 0,34 13 n/a "a RCDL 10'0 Code IRC2C 7912007 (Matnx-M) Might: 167 to FT = 0% LUMBER BRACING TOP CHORD 2x4 SPF No .2 TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc putfins, except end Verticals. BOT CHORD 2x8 SPF 2106F IM SOT CHORD Rigid ceiling directly applied or 7.0-0 he bracing, CBS 2x4 SPF No,2 WESS I Row at inapt 7.15,9 OTHERS 2x4 SPF No,2 REACTIONS ptursj 13-159W•6 (min, 0.2-0), 20=1569a5-8 (min, 0-1-15) Max Harz 20--346(LC 6) Max Useift 13--442(LC 5), 20=42 I(LC 5) FORCES (fti) - Max. Comp,11itlax. Ten, -All forces 250 go) or fees except when shower TOP CHORD 2-3 3-4 4-5 54=-737911911, 6-7=-7021/1827, 'I-8=-3966/1001, 8-9r-•392811010, 9-10--1855/479, 11.13= .3109204.2 -20 -- 33311 6 6 BOTCHORD 19-20 15-16=-1845/8855 14-15=-99&3848,13-14= 47611775 MRS 313 --5080079, 4-19--865t279,4-18=_ 47311848,5.18=477MBO, 5-17-1101658,6-16-3681119, 7-16-262/1203,7-15-3145/885, 9-15 10 32�� WARNING - Verify design parameters and read notes on INS Times Design Draw" and ftluded On) Reference Shear (rev, 03 -11) before use. Design AN" valid for use with Was, connector laides only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and Prove, Incorporation of the component is responsibility of building designer or owner of the trusses and installer, Lateral restraint it designations shown on individual web and chord rnembers are for compression buckong only, not forbuffrifel stablWy bracing, Additional temporary restraint/ diagonal loading to insure timbishi dumet construction is the reeponsibility of the installer. Additional permanent buftruil stability bracing of the overati structure MmA is red responsibility of the buffifing designer or owner of the trusses. For general guidance regarding design fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal placing, consuft ANSVTR 1, DSB-89 and SCSI (Buisfing Component Safety Information) available from I COAM 1 _ 1 11-0 24S 1-8-13 3-5-io M-10 3. 5-10 52-2 5 5-5-10 1-3-0 July 18,2013 Date: January 10, 2014 Rating No,: Simulated Per,'or,nanceAnalysis Building Name: Newtown Builders Rating Org:: EhergyLogic, Inc' ner "s Name: New Town Homeowner Phone No.: 970,53Z3220 1 800 Property: 1119 End Perrins Row . Raters Name: Peter Oberharnmer Address: Wheatridge, ,CO 50033 Rater's No, 9159557 Rudder's Dame. New Town Builders Weather Site. : Denver, CO Rating 'Type: used On Plans File Name: 1110 End Perrins Row.blg Rating Date: 01110114 B Wdin In#or atlor : Conditioned Area (sq ft): 1377 Conditioned Volume (cubicft): 14960 Insulated Shell Area (sq ft): 4072 Ceilings: 4 l 1. Attic:. R-35 Blown Attic GI (530 sJ) R -25.0 continuous insulation, R -13:01 cavity insulation. Name. Flat insulation Grade: 1 11 111 Face l Inset [) 2. Attic: R3O Blow Open G1 (58 0 ) R -17.5 continuous insulation, R -13.0 cavity insulation.. Name: f=lat edge Insulation Grade: I it 111 Face 1 Inset Comments/Location ♦' R R REM/Rate - residential Energy Analysis and Rating Software v14. This informaVon does not constitute any warranty of energy cost or savings, Cr) 198 5 -2o t 3 Architectural Energy Corporation, Bourder, Colorado. New Town Builders Page 2 Comments/Location Comments/Location 6, Wall: x6 16oc SF /R23 GI (200 s,f.), Between conditioned space and garage R-0.0 continuous insulation, R-23.0 cavity insulation, Name: Garage 2x6 Insulation Grade: 1 11 111 Face / Inset Comments/Location Windows and Skylights: 1 Window: Low E 30130 (137 s.f., South), U-Value: 0,300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: Front 2x6 Ohentation; South REM/Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. Oc 1985-2013 Architectural Energy Corporation, Boulder, Colorado. 7, ENERGY CODE INSPECTION CHECKLIST M Comments/Location Comments/Location 2, Floor: F-Glass 16oc 12" GI (25 s.f), Between conditioned space and ambient conditions R-0,0 continuous insulation, R-500 cavity insulation, Name: Cant Insulation Grade: 1 11 111 Face / Inset 1 Slab: R I O-S I O'w/R I 0-P1 8"GI (188 sf) R-10,0 perimeter insulation, R-10.0 under slab insulation. Name: Slab Insulation Grade: 1 11 111 Face/Inset REM/Rate - Residential Energy Analysis and Rating Software 04.3 This information does not constitute any warranty of energy cost or savings. @ 1985-2013 Archtectural Energy CorrroraWn, Boulder, Colorado, New Town Builders Page 4 Comments/Location Mechanical Equipment: I • 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. Make and Model Number', Mechanical Ventilahon System: Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Exhaust Only, 46 cfm, 24,0 hrs/day, 15,0 wafts, System description(make): Air Leakage Control: Blower Door Test at Final House is air-sealed so as to achieve 3.00 ACHSO or less at final blower door test. (Max CFM50 is: 748) Visual inspection at rough for mandatory code air barrier and insulation features. ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 5 INFILTRA71ON REQUIREMENTS FOR IECC. 2009 IECC Infiltration limit for the design home is 7 ACHSO. 12 IECC Infiltration limit for the design home is 3 ACHSO. Duct Leakage and Insulatiorn Duct System I Leakage to Outside and Total Puct,Leakage Duct System 1 Leakage to Outside is specified in REM/Rate, at 1,060 CFM 6_ 25 Pascals Duct System I Total Duct Leakage is specified in REM/Rate at 1,000 CF @ 25 Pascals DUCT LEAKAGE CODE REQUIREMENTS FOR 2009 IECC Postconstruction Leakage Test: Duct Leakage to Outdoors 8 CFM25 f 100 so it CFA. 2009 IECC Rough in Test with AH U: Total Duct Leakage — 6 CFM25 / 100 so it CFA, 2009 IECC Rough in Test without AH Ll: Total Duct Leakage <= 4 CF 125I 100 sq It CFA, ......... . F2 'eir leakage Test: - — To' - t — al - 6 - u a -- g -, e 'M' '1' 0 -- 0 -- s" q - ft" 'F" A . ...... L 2012 IECC Rough in Test with AHU: Total Duct Leakage — 4 CFM25 / 100 so It CFA. 4 2012 IECC Rough in Test without AHU: Total Duct Leakage — 3 CFM25 1 100 so ft CFA. -------------- ------- J NOTES REM/Rate - Residential Energy Analysis and Rating Software 04.3 This information does not constitute any warranty of energy cost or savings. @ 1985-2013 Architectural Energy Corporation, Boulder, Colorado, .... ...... HERS Index of Reference Design Home 72 68 HERS Index wto PV HERS Index Target (SAF Adjusted) 72 68 HERS Index Size Adjustment Factor: I.00 HERS Index w10 PV - HERS Index of Reference Design Home AND HERS Index <= HERS Index Target to comply. Mandatory Requirements for All ENERGY STAR Version 3.0 Qualified Homes Duct leakage at post construction better than ♦ equal to ENERGY STAR v3 0 requirements, This home MEETS OR EXCEEDS the energy efficiency requirements for designation as an EPA ENERGY'STAR Version 3 Qualified Home. REMfRate - Residential Energy Analysis and Rating Software 04.3 This information does not constitute any warranty of energy cost or savings. 01 1930 -2013 Architectural Energy Corporation, Boulder, Cotorado, ENERGY STAR VERSION 3 HOME REPORT New Town Builders Page 2 REM/Rate - Residential Energy Analysis and Rating Software v14,3 Oc 1985-2013Architectural Energy Corporation, Boulder, Colorado. Date: January 10, 2014 Rating No., Simulated Performance Analysis, Property: 1119 End Perrins Row Rating Org.: EnergyLogic, Inc eatrldge, CO 10033 Raters Nance: Peter Oberhammer Builders Name: New Torn Builders . Raters ID: 0180857 Building Name: New Town Builders Rating Data: 01110114 Projected at ng. Based on Plans - Field Confirmation dire Building Information Ratings- Conditioned Area (sq ft): 1377 HERS index: 68 Conditioned Volume (cubic it). 14060 HERS Index /o PV: 68 Insulated Shell Area (so ft): 4072 HERS Index Target (SAF Adjusted): 72 Number of Bedrooms: 2 HERS Index of Reference Design Home: 72 Housing Type: Townhouse, inside unit Size Adjustment Factor: 1.00 Foundation Type: Slab Building Shell Ceiling w /Attic: R -38 Blown Attie G1 U =0,026 Window all Ratio: 016 Sealed Attie: None Window Type: Low E 30130 Vaulted Ceiling: None Window U- Value: 0,300 Above Grade Walls: x6 16oc BFIR23 G1 U =O} 055 Window SHGC: 0.300 Found. Walls (Coed): None Infiltration: Htg: 3,00 Clg: 3.00 ACHSO Found. Walls (Uncond): plane Duct Leakage to Outside: 1.00 CFM C 25 Pascals Frame Floors: F -Glass 16oc 12" G1 Up0.024 Total Duct Leakage: 1,00 CFM @ 25 Pascals Slab Floors. R10- 10'wtR10- P18 "G1 U =0.044 Fete! -fired air distribution, 55,0 kBtuh, 521 AFUE, Air conditioner, 30.4 kBtuh,13.0 SEER. Conventional, Gas, 0.62 EF. Meat= Yes; Cool =Yes Exhaust (Only: 46 cfrn, 15.0 watts. 90,00 Clothes Dryer Fuel: Electric 0.00 Clothes Dryer EF: 2.67 775.00 Clothes Washer LER. 704.00 0,60 Clothes Washer Capacity: 2.87 0.00 Range /Oven Fuel: Electric REM/Rate - Residential Energy Analysis and Rating Softw v12.3 This information does not constitute any warranty of energy coast or savings. C.)1985 -2013 Architectural Energy Corporation, Boulder, Colorado. ENERGY STAR VERSION 3 HOME VERIFICATION a ?M ARY Note. Mere feature level varies in home, the dominant value is shown, REM/Rate . Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings Q 1985 -2013 Architectural Energy Corporation, Boulder, Colorado. Date: January €0,2014 Rating too,: Simulated Performance Analysis Building Narne; New Town Builders Rating C3rg,: nergyLog�c, Inc ow ner's Flame: New Town Homeowner Phone No.: 970,5323220 1.100,315.0459 Property: 1119 End Perrins Flaw Rater's blare: Meter Oberhammer Address: Whestridge, CO 60033 R ter's No.: 91 59657 . Builder's Name: New Town Builders Weather Site: Denver, CO Rating Type: Based Can Plans File Name: 1119 End Perrins Row.blg Rating Date: 01110114 Annuat Energy Cast( ) 2009IE C As Designed Heating: 409 356 Cooling: 77 90 Water Heating: 160 160 SubTotal - used to Determine Compliance: 647 606 Lights & Appliances: 599 597 Photovoltaics: 0 g0 Service Charge. 0 0 Total. 1245 1204 Window U- Factor Check (Section 402,5) Window t7- Factor (Design must be equal or lower ): 0,460 0.300 Home Infiltration (Section 402.4.2): PASSES Duct Leakage ( Section 4173.2,2 ): PASSES Organizat EnergyLogic, Inc Date: January 10, 2014 Design energy cost is based on the foliowing systerns: Heating: Fuel-fired air distribution, 55.0 kBtUh, 92,1 AFUE. Coofing: Air conditioner, 30,0 kBtuh, 13.0 SEER, Water Heating� Conventional, Gas, 0 62 EF Winclow-to-Floor Area Ratio: 023 REM/Rate - Residential Energy Analysis and Rating Software v14. This information does not constitute any warranty of enemy oast or savings. 1985 -2013 Architectural Energy corporation, Boulder, Co lorado, 2009 IECC ANNUAL ENERGY COST COMPLIANCE REM/Rate - Residential Energy Analysis and Rating Software x14.3 This information does not constitute any warranty of energy cast or savings. , 0 1985 -2013 architectural Energy Corporation, Boulder, Colorado, Date: January 10, 2014 Rating No,: Simulated Performance Analysis Building dame; New Town Builders Rating Org.: EnergyLogic, Inc Ow ner's game; New Town Homeowner Phone No.. 970.532,3220 1,800.315.0459 Property: 1119 End Perriins Row Rater "s !*lame: R:wter.Oberhamm r Address; Wh eatridge, CO 80033 Mater 's No.: 9189857 Builder [dames New Town Builders Weather Site. Denver, CO Rating Type: used On flans File Name: 1119 End Ferrins Row.blg Rating Date: 0)1110114 Annual Energy Cost($) 2012 IECC As Designed _..._ Pleating: ..... . _ ..,,_.. �.. __, -- , -.. - .----- _._ ._ 327 355 Cooling'. 97 100 Wafer Heating: 150 180 SubTotal . Used to Determine Compliance. 585 Lights Appliances: 599 Photovoltaics: _0 Service Charge: 0 .._ ...__ Total 1183 Window U- Factor Check (Section 402.5) Window t!- Factor (Design must be equal or lower): 0.480 Home infiltration (Section 402.4.12), Duct Leakage (Sections 403.2.2); Mechanical Ventilation (Section 4113.5): 1 5 597 0 Em This horse [DOES NOT meet the annual energy cost requirements of Section 405 of the 2012 international Energy Conservation Code based on a climate zone of 513. Name: Deter Oberhammer Organization: EnergyLogic, Inc Signature: [late: January 10, 2014 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 REMtRate . Residential Energy Analysis and Mating Software 04.3 This information sloes not constitute any warranty of energy cost on savings. Q 1985-2013 Architectural Energy Corporations, Boulder, Cotorado.. 2012 1 ECC ANNUAL ENERGY COST COMPLIANCE REM /Rate - Residential Energy Analysis and Rating Software v14.3 This information dries not constitute any warranty of energy cast or savings. 0 1985 -2013 Architectural Energy Corporation, Botja der, Colorado a � w w } as F 0 9 0 0 V 0 CJ CO C" CS 0 N E 0 0 G m 093 Lo e-' co t9 f4 4} C} 64 £fD to CV CS9 . i a � w w cis 8�. >c� �� �. �� � �' �,� �, Fill- � 1 r a t � i. ! 1 1 0 t I I 14r-WIN At I I Pages or sheets covered by this seal: 17009813 thru17009819 My license renewal date for the state of Colorado is October 31, 2011 umber,an (d) referenced in the latest edition of ANSIrM 1, Section 6, NT1120 1G1 FMM m2malmsm LOADING(psft SPACING 2-0-0 CSI DEFL in (foe) Well Ud PLATES GRIP TCLL 30.0 Plates Increase 115 TC 0.29 Vert(LL) •0.00 13 nIr 120 MT20 1971144 TCDL 10,0 Lumber Increase 1.15 BC 0.09 i Vert(TL) -0.01 14 n/r 120 BOLL 00 Rep Stress Incr Yes WB 0.09 BCDL 100 Code IRC2009ITP12007 (Matrix) Horz(TL) 0,00 is n1a n/a Weight: 91 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins, except BOT CHORD 2x4 SPF No.2 end verticals. WEBS 2x4 SPF No.2 BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SPF No.2 9-2-13 oc bracing: 24-25. Mi e bl k recomm e racing be installed during truss erection, in accordance with Stabilizer ,Installation A4jd!t .......... REACTIONS All bearings 14-6-0, (fb) - Max Horz25=329(LC 6) Max Uplift All uplift 100 lb or less at jorrit(s) 25,16,17,18,19,20,21, 22,23 except 15« -124(L 6), 24=-288(LC 6) Max Grav All reactions 250 Ib or less at joint(s) 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 except 25=278(LC 6) FORCES (lb) - Max. Comp,/Max, Ten, - All forces 250 Qb) or less except when shown. TOPCHORD 13-15=-2121268,2-25=-3581162 BOT CHORD 24-25=-4101148 WEBS 2-24=-137/503 Rz• « 25 24 23 22 21 20 19 18 17 16 15 3x4 = 3x4 11 1 ­ 1 1 ,20 EG2 I FLAT TRUSS 0-114 -3- 92-8 1-3-0 LOADII SPACING 2-0-0 CSI DEFL in (Ioc) Ildefi .... .. .... Ud PLATES GRIP TOLL 30.0 Plates Increase 115 TC 011 Vert(LL) -0,00 9 n/r 120 MT20 1971144 TCDL 10,0 Lumber Increase 1,15 BC 0,07 Vert(TL) -0.01 10 n/r 120 BCLL 0,0 Rep Stress Iner Yes WB 0.03 Horz(TL) 0,00 11 n/a n1a BCDL 10.0 Code lRC2009fTPt2007 (Matrix) Weight: 38 lb FT = 0% FORCES (to) -Max, Cornp,/Max, Ten. - All forces 250 (%) or less except when shown. TOP CHORD 9-11 18 17 16 15 14 13 12 11 3x4 ii NT 1 120 jG3 EMEEMM ............ ... ....... 6-94 0 4-11 4.11 -10 441-10 4-11-10 7-0-12 0.3-8 Scale = 1:583 2.56 r'fy 3x4 i6 11 12 I ME LOADING (psi SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 30.0 Plates Increase 1,15 TC 0188 Vert(LL) -0,50 16 >816 240 MT20 1971144 TCDL 10.0 Lumber Increase 1,15 BC 0,94 Vert(TL) -1,00 16-17 >405 180 MT20H 1481108 BCLL 00 BCDL 10,0 Rep Stress Incr Yes Code IRC20091TP12007 WB OV Matrix M) Horz(TL) 0,26 13 n/a n/a Weight: 163 in FT = 0% LUMBER BRACING TOP CHORD 2x6 SPF 2100E 1,$E *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except TI 2x4 SPF 2400F 2.OE, T2: 2x4 SPF 1650F 1,5E end verticals. BOT CHORD 2x4 SPF 1650E 1,5E *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BI: 2x4 SPF 2400F 2.()E, 83: 2x4 SPF No,2 WEBS I Row at midpt 8-14,10-13 WEBS 2x4 SPF No. 2 FWTek recommends n be ­ "l SLIDER Left 2x8 OF 1950F 1.71E 3-0-0 installed during truss erection, in accordance vAth Stabilizer lati jntqL REACTIONS (lb/size) 13= 1806/0 -5 -8 (min, 0-2-13), 2= 1 76510 -5 -8 (min, 0 -1 -15) Max Herz 2=360(LC 6) Max Upliftl 3=-443(LC 5), 2=-417(LC 5) FORCES (lb) - Max. Comp./Max, Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-439183, 3-4=-40711885, 4-5=-44541966, 5-6=-4419/973, 6-7=• 3811/844, 7 -8=- 530511225,8 -9 =- 2394/540, -50= «23451551,11 -13«- 347/224 BOT CHORD 2 -20 =- 1 08613897, 19- 20 = -'t 086/3897,18-19=-1 086/3897,17-18=-1 097/4348, 8-15=-262/1410, 14 -15 =- 1 309/5194, 13-14=-60912303 WEBS 4-18=-66/480, 6-17=-7601208, 7-17=-1 196/381, 15-17=-99113966, 7-15=-40611549, 8-14=-31281775, 10 -14 =- 1 72/1213, 10-13=-2685/660 �7 20 1. 18 17 16 8x12 0 6x12 MT20H W8= 3x4 5xlo 2x4 11 q�� --'~--- --�--'--'---'--~ ------� v, 1* q � LUMBER WEBS 2X4 SPF No.2 *Except* SLIDER Left 2x8 DF 195OF 1.7E 3-0-0 Max Horz 2=360(LC 6) BRACING TOPCHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing, WEBS I Row at midpt 8-14,10-13 installed during truss erection, in accordance with Stabilizer FORCES (lb) - Max, Comp,/Max, Ten, - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-459/103, 3-4=-444211233, 4-5=-4951/1432, 5-6=-491611441, 6-7=-424511251, BOTCHORD 2-20=-142014252, 19-20=-1 42014252, 19-26=4420/4252, 18-26=-142014252, WEBS 4-18=4 99/622, 6-17=-8341278, 7-17=-I 240/423,15-17=-141314414, 7-15=-48911638, LOAD CASE(S) Standard zo — — — — n — —16 mwxn amzwTom*vB= m4 = �� amn= �� 2x6: 2w/| mAIcem NAILED NAILED NAILED /e�m a1wo LOADING(psf]i SPACING 2-0-0 CS1 DEFL in (toe) 11dell L/d PLATES GRIP TCLL 30,0 Plates Increase 115 TC 0,99 Vert(LL) -0,53 16-17 >761 240 MT20 197/144 TCDL 10.0 Lumber Increase 1,15 BC O98 Vert(TL) -1,04 16-17 >389 180 MT20H 1481108 BCLL 0,0 Rep Stress Incr Yes W8 0"96 Horz(TL) 0,25 13 n/a n1a BCDL. 10,0 Code IRC2009fTP12007 (Mathx-M) Weight: 163 lb FT = 0% LUMBER WEBS 2X4 SPF No.2 *Except* SLIDER Left 2x8 DF 195OF 1.7E 3-0-0 Max Horz 2=360(LC 6) BRACING TOPCHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing, WEBS I Row at midpt 8-14,10-13 installed during truss erection, in accordance with Stabilizer FORCES (lb) - Max, Comp,/Max, Ten, - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-459/103, 3-4=-444211233, 4-5=-4951/1432, 5-6=-491611441, 6-7=-424511251, BOTCHORD 2-20=-142014252, 19-20=-1 42014252, 19-26=4420/4252, 18-26=-142014252, WEBS 4-18=4 99/622, 6-17=-8341278, 7-17=-I 240/423,15-17=-141314414, 7-15=-48911638, LOAD CASE(S) Standard NT 1120 G3G Monopitctk Truss LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-11=-80, 11-12=-80,16-21=-20,13-15=-20 Concentrated Loads (lb) Vert' 17=-39(B) 26=-39(8) 27=-39(8) 28=-39(8) 29=-39(8) 30=-39(B) "74 1 p, NT 1 120 JG4 mmmm� 17 254-4 m. B-4-4 1,3-0' I Scale = 1:57,6 04 H 19-0-0 19-0-0 LOADING (psf) SPACING 2-0-0 CSI TOLL 47,0 Plates Increase 1,15 TC 0.90 TCDL 10.0 i Lumber Increase 1,15 BC 0,90 BOLL. 00 - Rep Stress Incr Yes WB 0,83 BCDL 10�O j Code IRC2009fTPl2007 1 (Matrix M) LUMBER TOP CHORD 2x6 SPF 2100E 1,8E BOTCHORD 2x4 SPF 240OF 2,0E *Except* BZ 2x4 SPF 165OF 1.5E WEBS 2x4 SPF No,2 *Except* WS: 2x4 SPF 165OF 1,5E SLIDER Left 2x6 SPF 210OF 1,8E 3-0-0 REACTIONS (lb/size) 1 1 =254310-5-8 (min, 0.2-12), 2=240310-5-8 (min. 0-2-1 Max Herz 2=409(LC 8) Max Upliftl I =-442(LC 5), 2=-419(LC 5) DEFL in (lac) ltdefl L/d PLATES GRIP Vert(LL) - 0.51 -12 >800 240 MT20 1971144 Vert(TL) - 1.00 -12 >408 180 MT20H 148/108 Horz(TL) 0,20 11 n/a n/a Im FORCES (fb) - Max. Comp./Max, Ten. - Ali forces 250 (lb) or less except when shown. TOPCHORD 2-3=-105119, 3-4=-6270/1040, 4-5=-57411875, 5-6=-56821888, 6-7=-35491536, 7-8=-3374/554, 9-11 =-578/245 BOTCHORD 2-1 5=-1 228/6022,14-15=-954/4893,13-14=-954/4893,12-13=-95414893, 12-21 WEBS 4-15=-5811278, 6-1 6=-69/838, 6-12=- 1892/467, 8-12=-1 5411675, 8-11 =-3207/599 32 r Weight: 157 to FT = 0% Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals, Rigid ceiling directly applied or 7-3-15 oc bracing, I Row at midpt 9-11,6-12 2 Rows at 113 pts 8-11 — ------------ Q V-01 loxio H 3x4 6x12 MT20H VV8 = 5x6 3x10 MT20H 6x12 MT20H WB= N7_1 120 JGEI i speciat 7 c uss -0 1"- 83-8 . . . .. .......... . 4- zxjq � � 4610i 19-0.0 LUMBER BRACING TOP CHORD 2X4 SPF No2 TOP CHORD BOT CHORD 2x4 SPF NO,2 WEBS 2x4 SPF No,2 BOT CHORD REACTIONS (Ip/size) 4=59/Mechanical, 5=1 9710-3-8 (min, 0-1 -8) Max Herz 5=63(LC 6) Max Uplift4=-25(LC 39=�� I - ff rFw 9799� UTTM, ME e d verficals, Rigid calling directly applied or 10-0-0 oc bracing, F LOADING (pso SPACING 2.10.0 C SI DEFL in (loc) Well Ltd d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0,06 Vert(LL) -0,00 5 >999 240 MT20 1971144 TCDL 10,0 Lumber increase 1.15 BC 0.02 Vert(TI.) -0= 5 >999 180 BOLL 0,0 Rep Stress Iner Yes WB 0,00 Ho,z(TL) -0.00 4 n1a n1a BCDL 10,0 Code IRC2009ITP12007 (Matdx-M) Weight: 7 lb FT = 0% LUMBER BRACING TOP CHORD 2X4 SPF No2 TOP CHORD BOT CHORD 2x4 SPF NO,2 WEBS 2x4 SPF No,2 BOT CHORD REACTIONS (Ip/size) 4=59/Mechanical, 5=1 9710-3-8 (min, 0-1 -8) Max Herz 5=63(LC 6) Max Uplift4=-25(LC 39=�� I - ff rFw 9799� UTTM, ME e d verficals, Rigid calling directly applied or 10-0-0 oc bracing, iNT.,1120 GE2 Monopi" Truss ...... ... --------------- — — — ------- 0 - 3 - 8 ------ 2.50 1" 06 3 RM LOADING (psf SPACING 2-0-0 CSI TOLL 30.0 Plates Increase 115 TC 0.06 TCDL 10.0 Lumber Increase 1.15 j C 0,01 BCLL 0.0 Rep Stress Incr Yes WB 0.00 Bo 10,0 Code IRC2009ITP12007 (Matrix -M) DEFL in (loc) Well Ltd PLATES GRIP Vert(LL) -0.00 5 >999 240 MT20 197/144 Vert(TL) -0.00 5 >999 180 Horz(TL) -0,00 7 n/a n/a Weight: 7 ib FT = 0% LUMBER BRACING TOP CHORD 2x4 SPF No,2 TOP CHORD BOT CHORD 2x4 SPF NO,2 WEBS 2x4 SPF No2 BOT CHORD OTHERS 2x4 SPF No-2 REACTtONS (lb/size) 5=19510-58 (min, 0-1-8),7=2710-1-8 (min, 0-1-8) Max Herz 5=46(LC 6) Max Uplift!5=106(LC end verficals, Rigid ceiling directly applied or 10-0-0 oc bracing, F� . . ....... ... . s tha - ut - re - d — cro — ss - tr - aE!ng be installed during truss erection, in accordance with Stabilizer 11-31 12-6-14 Date: January 10, 2014 Rating No,; Simulated Performance Analysis Building Name: New Town Builders Rating Org. EnerqyLogic, Owner's Name: New Town Homeowner Phone No,: 970,532-3220 1.800.315,0459 Property: 112012ndPerrinaRow Raters Narne:, Peter Ob6rha'mmer Address: Wheatridge, CO 800,33, Rater's No.: 9189857 Builder's Name:, New Town Builders Weather Site: Denver, CO Rating Type: Based On Plans File Name: 1120 End Perrins Rowblg Rating Date: 01/10/14 Buildsn Information: Conditioned Area (sq ft): 1633 Conditioned Volume (cubic ft): 17330 Insulated Shell Area (sq ft): 4388 Comments/Location 2, Attic: R30 Blow Open GI (73 s,f.) R -17.0 continuous insulation, R -13.0 cavity insulation, Name: Flat edge Insulation Grade: I It Ill Face I Inset Comments/Location REM/Rate - Residential Energy Analysis and Rating Software v14,3 This information does not constitute any warranty of energy cost or savings, 0E 1985-20 Architectural Energy Corporation, Boulder, Colorado ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 2 Commentsit-ocation Comments/Location Windows and Skylights: Wndow-to-Wall Area Ratio; 0.16 I Window: Low E 30130 (139 s.f., South), U-Value: 0.300, SHGC: 0,300 For windows without labeled U-factors, describe features: Name: Front 2x6 Orientation: South Comments/Location 2, Window: Low E 30130 (98 s,f., North), U-Value: 0.300, SHGC: 0,300 For windows without labeled U-factors, describe features: Name: Back 2x6 Orientation. North REM/Rate - Residential Energy Analysis and Rating Software 043 This information does not constitute any warranty of energy cost or savings, 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST LIST New Town Builders Page Comments /Location Comments/Location E l ?. Floor: F -Blass 16oc 12" G1 (469 sf), Between conditioned space and garage R -CI.LI continuous insulation, R -50,4 cavity insulation. Name; Garage Insulation Grade 1 11 111 Face d Inset Comments /Location [ l 2. Floor: F -Glass 16oc 1 " G1 (7 s.f, ), Between conditioned space and ambient conditions R -0,0 continuous insulation" R -50,4 cavity insulation. Name Cant Insulation Graeae. 1 11 111 Face J Inset CommentstLocatiora C l 1. slab: RIO- SIOWIR10- P18 "G1 (213 ,f.) R -10.0 perimeter insulation, R -10,0 under slab insulation. Name; Blab Insulation Grade: I 11 III Face t 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. 1985 -2013 Architectural Energy Corporation, Moulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Air Leakage Control Blower Door Test at Final House is air-sealed so as to achieve 3.00 ACHSO or less at final blower door test. (Max CFM50 is: 867) Visual inspection at rough for mandatory code air barrier and insulation features, INFILTRATION REQUIREMENTS FOR IECC. REM/Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings, @ 1985-2013 Architectural Energy Corporation, Boulder, Colorado. ENERGY C ODE • # New Town Builders Page Duct Leakage and Insulation: ( Duct System 1 Leakage to Outside and Total Duct Leakage [ I Duct System 1 Leakage to Outside is specified in REMlRate at 1.000 CFM @ 25 Pascals [ Duct System 1 Total DuctLeakage`is specified in REM/Rate at'I.000 CFM a'25 Pascals DUCT LEAKAGE CODE REQUIREMENTS R, IECC 2009 IECC Postc 3nstrcacti n Leakage Test: Duct �e kagp to, Outdoor <- CFM25 / 100 q tt CFA 2000 IECC Rough in Testwith A E9 Total Duct Leakage — 6 CFM25 1100 so ft CFA 2009 IECC Rough in Test without A - Total Duct Leakage - 4 CFM25 P 10 sq CFA. l 2012 IECC Postconstruction Leakage Test. Total Duct Leakage 4 CF'M2511 OO so it CFA. i 1 2012 IECC Rough in Test with AHU Total Duct Leakage <= 4 CFM25 1 100 so ft CFA. ... w -------- -_ 2012 IECC Rough n TestwrthtsutAl�ILI g : Total Duct Leakage 3 CFM25 J 100 so It CFA NOTE REM /Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. 1385 -20313 Architectural Energy Corporation, Boulder, Colorado, Date: January 10, 2014 Rating No., Simulated Performance Analysis Property 1120 End Perrins Row Rating Qrg,: EnergyLogic, Inc Wheatridge, CO 80033 Raters Name: Peter Oberhammer Builder's Name: New Town Builders Rater"s ID'. 9189,857 Building Name: New Town Builders Rating Date: (YI/10/14 Projected Rating: Based on Plans - Fie Id Confirmation Required. Normalized, Modified End-Use Leads, (MMEltulyear), ENERGY STAR As Designed Heating: 19,8 16,5 Cooling 9,8 72 Water heating: 11.0 10Z Lighting &Appliances" 19.1 20,2 TotaL 59,8 547 HERS Index of Reference Design Home 72 66 HERS Index w/o PV HERS Index Target {SAE Adjusted) 72 66 HERS Index Size Adjustment Factor: I.90 HERS index We 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 Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings, 01985 -2013 Architectural Energy Corporation, Boulder, Colorado, New Town Builders Page 2 REM/Rate - Residential Energy Analysis and Rating Software v114.3 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado. m EMMEMM Ceiling w/Attic: R-38 Blown Attic G1 U=0.026 Sealed Attic: None Vaulted Ceiling'. None Above Grade Walls: x6 16oc BFIR23 GI U=0,055 Found. Walls {Coed): None Found, Walls (Uncond): None Frame Floors: F-Glass 16oc 12" GI U=0,024 Slab Floors: RIO-SIOVRIO-Pl 8"(31 Ceiling Fan (cfrn/Watt): U=0,044 Wmdow/Wall Ratio: 0.16 Window Type: Window U-Value: Window SHGC1 Infiltration: Duct Leakage to Outside Total Duct Leakage Fuel-fired air distribution, 55,0 kBtUh, 921 AFUE, Air conditioner, 30,0 kBtuh, 13.0 SEER, Conventional, Gas, 0.62 EF. Heat- Cool=Yes Exhaust Only 46 cfrn, 15,0 watts, Low E 30130 0,300 0.300 Htg: 3.00 C19i 3,00ACHSO 1,00 CFM @ 25 Pascals 1,00 CFM @ 25 Pascals Percent Interior Lighting: 90,00 Clothes Dryer Fuel: Electric Percent Garage Lighting: 0,00 Clothes Dryer EF: 2,67 Refrigerator (kWhlyr) 775.00 Clothes Washer LER: 704,00 Dishwasher Energy Factor: 0,60 Clothes Washer Capacity: 2,87 Ceiling Fan (cfrn/Watt): 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. Oc 1985-2013 Architectural Energy Corporation, Boulder, Colorado, 1 11111-1-11 ENERGY STAR VERSIO 3»# »• VERIFICATION < New Town Builders » . . . Page 2 te: Where feature el varies m home, $e dominant mlm&shown. . REM/Rate . Residential ergy aly is and Rating Software 04J Thi information 6e not constitute any warranty yenergy cost or s qe 41#2@3 Architectural Energy on, Boulder, Colorado, . ,�� SubTotal - Used to [Determine Compliance: 720 647 Lights Appliances. 678 672 Photovoltaics: m0 g Service Charge: 0 0 Total. 1398 4 320 Window U- Factor Check (Section 402.6) Window U- Factor (Design must be equal or lower): 0:460 0,300 Horne Infiltration (Section 402.4,2): PASSES Duct Leakage (Section 403.2.2); PASS Name: Peter 0berhamrner Organization: FnergyL.ogic, Inc Date: January 10, 2014 Design energy cost is based on the following systems: Heating: Fuel-fired air distribution, 55.0 kBtuh, 92.1 AFUE, Cooling: Air conditioner, 30,0 kBtuh, 13.0 SEER. Water Heating� Conventional, Gas, 0,62 EF Window-to-Floor Area Ratio: 0,20 REM/Rate - Residential Energy Analysis and Rating Software x14.3 This information does not constitute any warranty of energy cast or savings tc? 4985 -2013 Architectural Energy Corporation, Boulder, Colorado. r This information does not constitute an warrant of ener cost or savinus, MISSULSAiSWASM i i (4J SubTptal - Used to Determine Compliance: Lights &Appfiances: Photovoltaics', Service Charge: Total: Window U-Factor Check (Section 402.5) Window LI-Factor (Design must be equal or lower): Home infiltration (Section 402,41,2): Duct Leakage (Section 403.2,2): This home DOES NOT meet the annual energy cost requirements of Section 405 of the 2012 International Energy Conservation Code based on a climate zone of 5B. Name, Deter 0berharnmer • Date: January 10, 2014 Design energy cost is based on the following systems: Heating- Fuel-fired air distribution, 55,0 k8tUh, 92,1 AFUE. Cooling, Air conditioner, 30.0 kBtuh, 13,0 SEER, Water Heating: Conventional, Gas, 0162 EF REM/Rate - Residential Energy Analysis and Rating Software v14.3 'This information does not constitute any warranty of energy cost or savings, 0 11 985-2013 Architectural Energy Corporation, Boulder, Coforado, 648 657 678 672 -0 -0 0 0 1326 1329 0,480 0300 2012 I CC ANNUAL ENERGY COST COMPLIANCE RE /Rate - Residential Energy Analysis and Rating Software v94.3 l"his information does not constitute any warranty of energy cost or savings. 1985 -2013 Architectural Energy Corporation, Boulder, Colorado. -,-R��� ° ca °i c 0 CN " d} 0 N -D -0 -0 0 0 () a) cq cv 0 't c c ca Ln a tU C& i q y 0 0 0 0 0 cq ,�- v i ry i c 0 0 co W 0 tx) uu tu uS ° a 0 0 .�* ; c a, LU E E ca % " X 72 ,. UJ u� ttr , ct A.G. 2180 South livanhae- Strt--tat, Suitta 5 Oe,nviar, Cc>1c>rac1c> 80222-5710 303-769-8100 Fax 303-756-2920 wwwagwassenaar,com The field exploration included drilling two 4-inch diameter auger borings at the approximate diagonal corners of the anticipated building footprint to depths of approximately 25 to 30 feet. The subsurface materials encountered consiste-0 of: 0' to 11' Sand, medium dense, silty, slightly clayey, moist, brown 17' to 30' Claystone (bedrock), medium hard to hard, silty, sandy, moist, rust brown to brown to olive Ili Illi ill 1 11 " lli llli OWN i i IMF 16' to 25' Claystone (bedrock), firm to hard, silty, sandy, moist, rust brown to brown to olive NT Dwellings, LLC Project Number 135105 November 29, 2013 Page 2 MMMMM NT Dwellings, LLC Project Number 135105 November 29, 2013 Page 3 .M� Z Slab bearing partitions should be constructed with a minimum, 2-inch void space. Stairways bearing upon the slab should be constructed in such a way as • allow at least 2 inches of slab heave. In the event of slab heave, the movement should not be transmitted directly through the partitions to the remainder of the residence. 4 1 Provide frequent control joints in the slab. Following these recommendations will reduce immediate damage caused by movement of the floor slab; however, the void spaces recommended are not intended to predict total slab movement, Care should be taken to monitor and reestablish partition voids and flexible connections when necessary, We are available to provide further consultation regarding slab performance risk assessments, NT Dwellings, LLC • r ecHil WTt November 29, 2013 Page 4 I R�i M If a sump pit is installed, it should be monitored for water accumulation and proper operation. T 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) maintenance should be performed on the existing pump. I mz��� —11 IT • carefully planned and maintained surface drainage. The following recommendations should be implemented during construction and maintained by the Homeowner after the residence is completed: NT Dwellings, LLC Project Number 135105 November 29, 2013 Page 5 ,i, 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 ►eotextile fabric. W, W � M I I ujecl 11VI Imut I'Du I VU November 29, 2013 Page 6 MRC/DLT/lia Attachment: Figure 1 E on L. Tai &r. J\ E P r Otesi (di e n i CRAWLSPACE t Project Type Ordering Comments Outdoor Wall 1 U Fluorescent NI 10640NI (Brushed Nickel) . r uct 'scription: f" i 1 light fluorescent wall sonde features a stately, Brushed Mickel finish with linear accents that can easily complement a range of outdoor spaces. Available Finishes Architectural Bi6nze ' Brushed Mickel Technical Inforrn do Lamp Included: Included Weight- 2A5LBS Extension: 3.75 Safety Rated: Wet HCWO: 5.25 Energy Efficieft Yes "title 24; Yes Dual fount: No Reversible Blades; No Remote: No Wall Control: No A Compliant: Yes Light Source Fluorescent Number of Bulbs: 1 Lamp Type-, S1 BGU Max Watt: 18W Width: 9.5° Flm9ft 10,25" Overall Height: " Finish: Brushed Mickel w City of' IC F DEPARTMENT ���,� FILING NO.2 5tMDIVlSZ0N\PERRK5k0V0FlU,% NO. 2 SILBDVASlONZQ, 2+ 2V2014 1 2;WBPKAW W TOS= TOP OF SLAB LEGEND I GENERAL NOTES: SUBDIVISION: PERRIN'S ROW FILING NO. 2 SUBDIVI COUNTY: JEFFERSON CITY: WHEAT RIDGE 0 - DENOTES GARAGE SLAB LOCATION AND ELEVATION EM- DENOTES TOP OF PORCH LOCATION AND ELEVATM -Z),� urveytng, Inc. lizinq 0 Hamo Sorykes gncp 1985, C H4WE KP