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5630 W. 38th Avenue, Unit A
A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: /> °' F 44 Job Address: tj/ _39"' Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303 -234 - Date:— 7/5/9 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L103 F-, E A Job Address: 47-630 X r�l� Permit Number: '0176 7 e0,, 9 4-- ❑ No one available for inspec)No on: Time Q0 AM/PM • J Re -Inspection required:. •'Yes When correctio s h ve beenmade, call for re -inspection at 303-234- Date:- � Inspector: --._ DO NOT REMOVE THIS NOTICE City of Wheat Ridge Vr Residential Roofing PERMIT - 201706636 PERMIT NO: 201706636 ISSUED: 08/28/2017 JOB ADDRESS: 5630 W 38th AVE A EXPIRES: 08/28/2018 JOB DESCRIPTION: Residential Re -roof for 5630 W 38th units A, B, C & D to install GAF Timberline HD asphalt shingles with 32 sq. *** CONTACTS *** OWNER (720)339-1444 PERRINS ROW HOA SUB (303)484-9854 Dylan Lucas, Ryan Nichols 120088 Eco Roof and Solar *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2947 / EAST WHEATRIDGE CONDOS 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. INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Occupancy/Type Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Initials Comments Electrical Sewer Service Plumbing Do Not Cover Underaround or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Comments Initials Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric * Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical AA Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather q ` - City of Wheat Ridge Residential Roofing PERMIT - 201706636 PERMIT NO: 201706636 ISSUED: 08/28/2017 JOB ADDRESS: 5630 W 38th AVE A EXPIRES: 08/28/2018 JOB DESCRIPTION: Residential Re -roof for 5630 W 38th units A, B, C & D to install GAF Timberline HD asphalt shingles with 32 sq. *** CONTACTS *** OWNER (720)339-1444 PERRINS ROW HOA SUB (303)484-9854 Dylan Lucas, Ryan Nichols 120088 Eco Roof and Solar *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2947 / EAST WHEATRIDGE CONDOS 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. City of Wheat Ridge w Residential Roofing PERMIT - 201706636 PERMIT NO: 201706636 ISSUED: 08/28/2017 JOB ADDRESS: 5630 W 38th AVE A EXPIRES: 08/28/2018 JOB DESCRIPTION: Residential Re—roof for 5630 W 38th units A, B, C & D to install GAF Timberline HD asphalt shingles with 32 sq. Ib,my signature, do hereby attest that the work to be performed shall comply with atl 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 o he property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I fu ttes{ that I am legally authorized to include all entities named within this document as parties to the work to be performed a alork to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature OWNER or CONTRACTOR (Circle one) Date 1. This p it was is ed based on the information provided in the permit application and accompanying plans and specifications and is subje o the co Hance with those documents, and all applicable statutes, ordinances, regulations, po Flans and procedures. 2. This rmit shall xpire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. �An I t.'PA c 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 4:50 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units 3- or 4- Units are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) :?g-+* 5630 W 32ii6Ave Perrins Row HOA 720-339-1444 161 (S 6C,-27, (�3 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 zmaiers@ecoroofandsolar.com TOTAL SQUARES of 32 the entire scope of work: Project Value (contra 16780 value or cost of ALL materials and labor) / Are you re -decking the No t/ roof? 162 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 163 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. 164 5(o3v t,� . 3 g`h A,,, 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°i 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 — Clair #'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 connrnissioned 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`1 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 services based on predetermined and currently known damages"), to total $150,184.94. That amount represents the Contract Price: $150,184.94* *(The project may incur additional costs, to be covered by the Client's insurance policy, that would be supplemented and submitted accordingly to American Family Insurance Group and added to the Final Payment of the sequential payment amounts noted below. Client will be not be financially responsible for additional work outside of Exhibit A (supplements) that are not approved and paid for by American Family Insurance Group.) Contractor hereby agrees and warrants that its total contract price, once memorialized in the First Amendment, .shall include all labor, materials, accessories and installations required to complete the Scope of Work. The total contract price shall also include all sales, use, and other applicable taxes, for materials, labor, work or services to be furnished or supplied by Contractor. The Compensation Schedule shall be as follows: • 1" Payment — 50% of Actual Cash Value (ACV) $65,645.91 + Deductible ($5,000.00) amount due upon commencement of Phase 1 ..............................$70,645.91 -2 "d Payment — 50% of Actual Cash Value (ACV) $65,645.91 less a 10% retainer ($6,564.59) due upon commencement of Phase 2..............................................................................$59,081.32 • Final Payment — Depreciation + Retainer + Additional Supplements due upon final inspection and completion of punch list items .......................................................................$13,893.12 +$6,564.59 +Supplements *Supplement amount is determined by insurance negotiation *(Client is responsible to pay contractor (Depreciation + Additional Supplements) upon release of final funds per American Family Insurance and not beforehand) "Substantial Completion" is defined as: the Project's roof system installation has/have been completed and the roof system, components and other trades is/are fully functional, while any remaining equipment and/or remaining material's removal has yet to occur. When the job has Page 2 of 14 Client Initials Contractor Initials reached the point of substantial completion, prior to the final payment check disbursement, the owner and contractor will conduct a formal project site "walk-through". In agreement, they'll compile and line itemize a summary punch list, noting any items that need to be resolved before the owner accepts the work as complete. "Full and Final Completion" shall be defined as completion of the Work, including the completion of the Client's aforementioned punch list and including a building inspection by an inspector representative for Wheat Ridge, CO. This term shall additionally include Contractor providing Client with a Blanket Lien Release from any and all subcontractors who performed Work or supplied materials for the Work, within 10 business days of completion. Once client has received the Blanket Lien Release, client will then release final payment within 10 business days to contractor. 3. Qualifications. Contractor represents it is fully qualified and licensed, to the extent necessary, to do business in the vicinity of the project, has the requisite expertise, skill and capability to perform the Work in the manner contemplated by this Contract, and that it shall maintain the requisite skilled employees and other workers, materials equipment and tools necessary to perform the Work as and when required under this Contract. Satisfactory Completion means that the project is complete and usable 4. Standard of Work. All materials supplied by Contractor shall be new. All Work shall be performed in a. good and workmanlike manner, free from faults and defects, and in accordance with the highest standards of the trade, in the Front Range Metro Area and in accordance with the Plans and Specifications, and applicable governmental building codes and other laws, rules. ordinances, requirements and regulations applicable to the Work. The Work shall be performed in a manner satisfactory to Client as set forth in "Substantial Completion section above. S. Work Schedule. Contractor shall schedule and begin the Work as soon as possible, favorable weather permitting. Contractor anticipates completion of the work within 60 days of start date, unless such completion is not possible due to circumstances outside the Contractor's control, such as weather conditions, extra work requested by the Client (Change Orders), other Acts of God, scheduling with P party vendors (SolarCity) or any other causes beyond the Contractor's control than cannot be reasonably overcome by Contractor, labor disputes, orfire. Page 3 of 14 Client Initials' Contractor Initials 6. Change Orders. In the event that changes need to be requested by either party, such request shall be made in writing and delivered to other party via US mail or Electronic Correspondence, i.e., email. Receiving party shall have 5 days to acknowledge said change order and 15 days to accept same in writing or propose a suitable alternative solution. 7. Site Inspection by Contractor. Contractor represents it has inspected the site and is familiar with its condition and accepts the condition of the site as it exists and states there shall be no request by Contractor for additional compensation due to site conditions. 8. Tools, Equipment, Etc. Contractor shall furnish all tools, equipment, supplies and materials necessary to perform the Work. Client shall not be responsible or liable for any loss of Contractor's tools, equipment, mat rials and supplies. However, Client shall be responsible for supplying all water, gas, sewer, anelectricity for performance of the Work. 9. Waste Removal. Contractor shall remove from the site all rubbish, debris, and waste material arising from the Work upon completion of the Project. 10. Cooperation of Contractor. Contractor shall obtain all governmental inspections required, if any, for performance of the Work and shall cooperate with the Client in the performance of this Contract. 11. 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. Indenmity. Contractor hereby indenmifies 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 fi•om or in any way attributable to the activities of Contractor or any of the Contractor's employees, Contractor's Work or Contractor's presence or activities on the Project site without limitation, injuries or deaths to persons and damage to property, where such loss, damage, liability, claims, demands, costs, or expenses arise out of the Contractor's negligence or willful acts. 16. Warrantv. Contractor hereby warrants that all workmanship performed hereunder shall be free from defects for a period of Five Years (5), (the "Warranty Period"), from the date of completion. The foregoing warranty shall be against any and all defects in labor, and/or equipment, violations of applicable laws, codes, statutes, ordinances, regulations and requirements and provisions set forth in this Contract. The materials will be warranted by the manufacturer for a period of time set forth in their warranty information specified in Exhibit A. Contractor shall not be held liable for any defects in workmanship arising from materials. Contractor shall not be obligated to perform any corrections arising from Client's Negligence. 17. Client's Remedies. Contractor shall be liable to Client for any damages sustained by the Client as a result of Contractor's breach of this Contract. 18. Contractor's Remedies. Client shall be liable to Contractor for any damages sustained by Contractor as a result of Client's breach of this Contract. Contractor shall haveno right against Client for any inconsequential damages. 19. Termination. (a) In General. This Contract shall terminate upon satisfaction of all requirements contained herein by both parties, or in any other manneras provided herein. Page 5 of 14 Client Initials Contractor Initial (b) Upon Breach by Contractor. In the event of Contractor's breach of this Contract, the following procedures will apply: (i) Client shall notify Contractor of said breach in writing andshall give Contractor fifteen days to remedy such breach, provided, however, if it is or becomes impossible or commercially impracticable for Contractor to cure such breach within 15 days through no fault of Contractor, then Contractor shall have such additional time as is necessary to cure the breach until the impossibility or commercial impracticability ceases to exist. (ii) In the event Contractor fails to timely correct said breach in a manner satisfactorily to Client, Client may notify Contractor that this Contract is terminated and Contractor shall be liable to Client for all damages and/or costs sustained by Client as a result of said breach, including all legal fees and costs. (c) Upon Breach by Client. (i) Contractor shall notify Client of said breach and shall give Client 15 days from its receipt of such notice to remedy the breach, provided, however, if it is or becomes impossible or commercially impracticable for Client to cure such breach within 15 days, then Client shall have such additional time as is necessary to cure the breach until the impossibility or commercial impracticability ceases to exist. (ii) In the event Client fails to timely correct said breach in a manner satisfactorily to Contractor, then Contractor may notify Clientthat this Contract is terminated and Client shall be liable to Contractor for all damages and/or costs sustained by Contractor as a result of said breach including all legal fees and costs. (d) In addition to the tennination rights above, the following rescission rights shall apply: Page 6 of 14 Client Initials 04 Contractor Initials (i) The Client may rescind this Contract and obtain a full refund of any deposit within seventy-two hours after the Final EffectiveDate (i.e., the date of last execution of the First Amendment). As further discussed herein below, The Client may also rescind this Contract pursuant to section CRS 6-22-104. The Client may rescind this Contract within seventy-two hours after the Client receives written notice from its property and casualty insurer that the claim for payment for the Work which is the subject of this Contract is denied, in whole or in part. Client's right of rescission under this subsection (ii) does not apply when the property and casualty insurer denies, in whole or in part, a claim related to a request for supplemental roofing services if: 1) the damage requiring the supplemental roofing services could not have been reasonably foreseen as a necessary and related roofing service at the time of the initial roofing inspection or the execution of this Contract; 2) the supplemental roofing services is required by building code; or, 3) the supplemental roofing services arerequired to meet roofing material manufacturer install specifications. As to subsection (ii) above, the Client shall give written notice of rescission of this Contract to the Contractor at the physical address provided herein within seventy-two hours after the Client is notified of the denial. The Client may give notice of rescission of this Contract: (a) In an electronic form, which is effective on the date of the electronic transmission; (b) By mail, which is effective upon deposit in the United States mail, postage prepaid, sent to the physical address stated in the contract; or (c) By personal delivery to the Contractor, which is effective upon delivery. (iv) Within ten days after rescission of this Contract per subsection (ii) above, the Contractor shall return to the Client any payments or Page 7 of 14 Client Initials Contractor Initials deposits made by, or evidence of indebtedness of, the Client in connection with this Contract for Work on the Property. (v) The Client's rescission of this Contract per subsection (ii) above does not preclude the Contractor from retaining all or a portion of any payments or deposits made by the Client to compensate the Contractor for Work actually performed on the Property, in a workmanlike manner consistent with standard roofing industry practices, but the Contractor may retain only an amount required to compensate the Contractor for the actual work performed. (vi) The Client's rescission of this Contract per subsection (ii) above does not abrogate the Contractor's right to pursue common law remedies for the reasonable value of roofing materials ordered and actually installed on the subject residential property pursuant to this Contract for Work before the Client rescinded this Contract, as long as the Contractor performed the roofing services consistent with roofing industry standards for workmanlike performance of roofing services. (vii) The Client's rescission of this Contract per subsection (ii) above does not abrogate a property and casualty insurer's duties, responsibilities, or liability under sections 10-3-1115 and 10-3- 1116, Colorado Revised Statutes. (viii) This Section 20 also constitutes satisfaction of the requirements of Sections 6-22-103(f) (1) and (II), Colorado Revised Statutes. Section 20 constitutes Contractor's policy regarding the cancellation of the Contract and the refunding of any deposit. It includes a rescission clause allowing Association to rescind the Contract and obtain a full refund on any deposit within seventy- two hours 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: pmitmw@grnail.com Page 9 of 14 Client Initials 40 Contractor Initials Ir 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 l 1 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 •. i t 404 to c L_J .a ECO Roof and Solar, Inc.; CONTRACTOR By: Title: Za aiers Commercial Pro'ect Manner Page 12 of 14 Client Initialsl Contractor Initials il Exhibit A Pre -Construction Phase: Delivery of safety, site control, and storage equipment for use during various Phases of restoration process. All equipment used to complete the restoration process in its various Phases will be contained within The Perrin's Row Community Association Property. Initial equipment to include but not limited to depending on necessity: Delivery of one (1) 30 YD waste dumpster: Delivery of one (1) porta-potty: Delivery of one (1) temporary storage container (convex) for storage of materials and equipment: Delivery of portable fencing, cones, and any other equipment defined as site control and safety equipment. *Please note we will attempt to limit tenant impact but additional parking on site will be used to store this equipment. Phase One (Trade Completion): Completion of non -roof and gutter related trade items detailed in the scope of work provided by American Family Insurance Group. These items to include the replacement of the damaged HVAC units (damaged bases and damaged fan guards), replacement to the broken windows panes (re -glazing), replacement of the damaged architectural metals (color to match existing), replacement of damaged garage doors, patch repair to damaged stucco (color to match existing). Equipment necessary for these various processes will be delivered and on site in on an as need basis. Equipment to include but not limited to: Ladders of various height: Delivery and relocation of one (1) Aerial reach crane: Delivery of new material and HVAC equipment, Delivery and relocation of one (1) Articulating man -lift work platform: Delivery of new window pain and glass materials: Delivery of new architectural metal materials: Delivery of new garage doors: Various work vehicles and personnel. Phase Two (Solar Removal, Roof Installation, Gutter Installation): Coordination with SolarCity for removal and temporary storage of all Solar Panel systems currently installed on the various roof structures. Delivery of roofing materials: this process will include the presence of 3`d party equipment on site from our supplier. This equipment includes but is not limited to: Use of one (1) 3 axel transport vehicle with boom/crane arm: Ladders of various height. Materials will be loaded and isolated to the roof of each structure. Existing roofing materials will be removed completely to the existing solid sheath wood deck. New materials being installed include GAF's Timberline HD 30yr shingle (Color TBD), 2 courses of GAF's Weatherwatch Ice and Water Shield to extend 24" within the warm wall of the structure and GAF's TigerPaw Synthetic Underlayment. All damaged roof vents, flashings, pipe jacks, and edge metal will be replaced with new materials and installed in compliance with manufacturer specifications and local city codes and ordinances. Upon completion of each roof, gutter and downspout installation will commence. All damaged gutters and downspouts will be removed from the building and disposed of properly. New gutters and downspouts will be installed to match the existing gutter and downspout installation (color TBD). During construction of the re -roofing and gutter process the following equipment will include but not be Page 13 of 14 Client Initials Contractor Initials limited to: Delivery and use of one (1) extended reach forklift: Relocation, Emptying and replacement of one (1) 30 yard dumpster: Use of Ladders of various height: Use of generators, air compressors and other construction equipment and tools: various service and construction vehicles. Upon completion of construction each day the site will be cleaned and magnetically swept for debris and nails and all tools will be properly stored.. Phase Three (Final Inspection, Punch List Completion): Final inspections will be coordinated with the City of Wheat Ridge to verify that all installations have been installed in accordance with current building code. Any punch list items noted by the city will be addressed. Final Walk through with management, create punch list if necessary and address all items prior to final payment. Upon completion of each final inspection SolarCity will be notified and allowed to coordinate their effort for reinstallation of the solar panels. **Solar panels will not be reinstalled ahead of final city inspection. Post Construction: Upon final completion a full site walk will be completed and all equipment, extra materials, debris, trash etc. will be removed from the site. Warranty Information: - ECO Roof and Solar (5 year workmanship warranty) — All work performed will remain free from defects for a period of up to 5 years - GAF System Plus Limited Warranty included in all roof systems Page 14 of 14 Client Initials PILI Contractor Initials 9 City of Wheat Ridge Residential Solar PERMIT - 201707695 PERMIT NO: 201707695 ISSUED: 09/26/2017 JOB ADDRESS: 5630 W 38th AVE A EXPIRES: 09/26/2018 JOB DESCRIPTION: Permit for remove/reinstall existing system (see 201401542) 3.0 KW Roof mounted grid tied PV system *** CONTACTS *** OWNER (720)339-1444 HORN KEVIN L SUB (888)765-2489 Jared A Miller 110035 SolarCity Corporation *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2947 / EAST WHEATRIDGE CONDOS BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,080.00 FEES Total Valuation 0.00 Use Tax 85.68 Permit Fee 125.05 ** TOTAL ** 210.73 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. 1, 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 1 am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this juyjsdiction. Approval of work is subject to t_ield inspection. k) Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of WheatRjdge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 *Fax: 303-237-8929 Inspection Line: 303-234-5933 FOR OFFICE USE ONLY Oa te: CA 12, Qd�� Plan/Permit # Z 01'101 Plan Review Fee: Building Permit Application I "� 10t-1 '_� *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 5630 W 38th Ave Unit A, Wheat Ridge, CO 80212 Property Owner (please print): Kevin and Jilliane Horn Phone:253:72OZ-4-461 Property Owner Email: 3 O 3 � I (o _413Y Mailing Address: (if different than property address) Address: Same as above City, State, Zip: Architect/Engineer: Architect/Engineer E-mail: Contractor: Solar City Contractors City License #: 110035 Contractor E-mail Address: tward@solarCity.com Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing. W.R. City License # Phone: Phone: 253-720-4461 Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESIDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT BELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT X OTHER (Describe) R&R Solar PV (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) R&R a 3 kW roof -mounted grid -tied solar PV system Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $4080 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am alsoay rized by the legal owner of any entity included on this application to list that entity on. this application. / I CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENT,.VIVE) of PRINT NAME: Tyler Ward ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS. Reviewer: PUBLIC WORKS COMMENTS: Reviewer: SIGNATURE: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY (CONTRACTOR DATE: 9/22/2017 OCCUPANCY CLASSIFICATION. Building Division Valuation: $ ABBREVIATIONS ELECTRICAL NOTES INDEX PV1 COVER SHEET �� LICENSE A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN PV2 SITE PLAN . City of BLDG BUILDING POSITION, A SIGN WILL BE PROVIDED WARNING PV3 STRUCTURAL VIEWS PV4 STRUCTURAL VIEWS Wheat �MuNmrDMuormwT TYPE EC 8041 # CONC CONCRETE OF THE HAZARDS PER ART. 690.17. C COMBINER BOX 2. EACH UNGROUNDED CONDUCTOR OF THE PV5 THREE LINE DIAGRAM APPROVED D DISTRIBUTION PANEL MULTI WIRE BRANCH CIRCUIT WILL BE IDENTIFIED PV6 ELECTRICAL CALCULATIONS CUTSHEETS ATTACHED for Code tom lice DIRECT CURRENT BY PHASE AND SYSTEM PER ART. 210.5. eviewed EG C EQUIPMENT GROUNDING CONDUCTOR 3. A NATIONALLY -RECOGNIZED TESTING (E) EXISTING LABORATORY SHALL LIST ALL EQUIPMENT IN EMT ELECTRICAL METALLIC TUBING COMPLIANCE WITH ART. 110.3.q/az- 1G SOLAR GUARD METER 4.CIRCUITS OVER 250V TO GROUND SHALL !! T GALV GALVANIZED COMPLY WITH ART. 250.97, 250.92(B) PIanSExaminer Dat` JURISDICTION NOTES GEC GROUNDING ELECTRODE CONDUCTOR 5. DC CONDUCTORS EITHER DO NOT ENTER TM�ss�0Peam 01PAOM GN D GROUND BUILDING OR ARE RUN IN METALLIC RACEWAYS and w a GENERAL NOTES `rpt t*nyW" OF, fan" Lotions shoU ,wt ee o Oermit for, or on opyravd o� oM ��� m HDG HOT DIPPED GALVANIZED OR ENCLOSURES TO THE FIRST ACCESSIBLE DC ,�,� povisonso/theDuilbnp[odrorofopCdpMdnanns.Pemw to Waat«rOM?be'V'd Cancel ft anKw w I CURRENT DISCONNECTING MEANS PER ART. 690.31(E). todts hefc,d to 9ie AthaSOft#y other ordinances of the City shat) not 6t votid Imp CURRENT AT MAX POWER 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN INVS INVERTERS RELIEF AT ALL ENTRY INTO BOXES AS ISC SHORT CIRCUIT CURRENT REQUIRED BY UL LISTING. 1. THIS SYSTEM IS GRID—INTERTIED VIA A kVA KILOVOLT AMPERE 7. MODULE FRAMES SHALL BE GROUNDED AT THE UL—LISTED POWER—CONDITIONING INVERTER. kW KILOWATT UL—LISTED LOCATION PROVIDED BY THE 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. This permit is for the remove/re-install of LBW LOAD BEARING WALL MANUFACTURER USING UL LISTED GROUNDING 3. PHOTOVOLTAIC SOURCE AND INPUT CIRCUITS AND MIN MINIMUM HARDWARE. INVERTER INPUT CIRCUIT ARE UNGROUNDED. Existing equipment previously permitted on MIR MIRROR 8. ALL EXPOSED METAL PARTS (MODULE FRAMES, 4. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED (N) NEW RAIL, BOXES, ETC.) SHALL BE GROUNDED USING 5. ALL WORK TO BE DONE TO 2009 INTERNATIONAL 201401542 ONLY NEC NATIONAL ELECTRIC CODE UL LISTED LAY—IN LUGS LISTED FOR THE BUILDING CODE. 00,oftyor 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. ''I eatR,d9e OC ON CENTER RAIL. P PANEL BOARD 9. MODULE FRAMES, RAIL, AND POSTS SHALL BE B��►di ng0- 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 MAP S SUBPANEL SHALL BE SIZED ACCORDING TO ART. SCH SCHEDULE 250.166(B) & 690.47. SS STAINLESS STEEL SSD SEE STRUCTURAL DRAWINGS Srn,tft STC STANDARD TESTING CONDITIONS �; nd (J) SWH SOLAR WATER HEATER a _ WalmarT TYP TYPICAL Supercenter IHOP UON UNLESS OTHERWISE NOTED UPS UNINTERRUPTIBLE POWER SUPPLY Super 8 Denver ramous Dave's - V VOLT Stapleton Legendary Pit Vmp VOLTAGE AT MAX POWER Bar-B-oue Voc VOLTAGE AT OPEN CIRCUIT W WATT � t 351h Ave 3R NEMA 3R, RAINTIGHT Lather ting ,1r Blvd� REV BY DATE COMMENTS Mara;^ Luther King Jr ?f ro eD 4 CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE JOB NUMBER: JB -8024988 00 PREMISE OWNER: AHJ: Denver DESCRIPTION: SPEC(DESIGNER) LOT 12 NEW TOWN BUILDERS PERRINS ROW CO DESIGN: NIRAJ NISCHAL MARKET: EHOMES MODULES: CANADIAN SOLAR CS6P-250PX BENEFIT OF ANYONE EXCEPT IN WHOLE INC., SHALL IT BE DISCLOSED IN WHOLE OR IN 5630A W. 38TH AVE 3.OKW DC ROOF MOUNT PV SYSTEM ''"solarCity.NOR /� PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH WHEATRIDGE CO 80212 PROJECT MANAGER: MOUNTING SYSTEM: THE SALE AND USE OF THE RESPECTIVE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM 3055 Clearview Way San Mateo, CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PAGE NAME: S5y5 5.55555 COVER SHEET SHEET: PV REV: PATE: T:(650)638-1028 F:(650)638-1029 1 8/20/2014 (888)-SOL-Cf-FY(765-2489)www.solarcity.com PAYMENT TYPE: LEASE INVERTER: (1) POWER—ONE # AURORA PVI-3.0—OUTD STAMPED AND SIGNED FOR STRUCTURAL ONLY city of Wheat Ridge CONFIDENTIAL – THE INFORMATION HEREIN JOB NUMBER: J[3-8024988 0 0 CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MARKET: MODULES: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN N. HOMES 12 CANADIAN SOLAR # CS6P- PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH PROSECT MANAGER: MOUNTING SYSTEM: THE SALE AND USE OF THE RESPECTIVE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM SOLARCITY EQUIPMENT, PATHOUT THE WRITTEN PAYMENT TYPE: INVERTER: PERMISSION OF SOLARCITY INC. LEASE 1(1) POWER -ONE # AURORA PVI -3.0 -OU WEST 38TH AVE PREMISE OWNER: AHJ: Denver SPEC(DESIGNER) LOT 12 5630A W. 38TH AVE WHEATRIDGE, CO 80212 S54 Z)�55555 • 44091 : Cr Jss�0N'a,�`�``\ Srihari Raghavan 1:32:35 -07'00' PITCH: 12 ARRAY PITCH: 12 MP1 AZIMUTH: 180 ARRAY AZIMUTH: 180 MATERIAL: Comp Shinqle STORY: Above I Fr,pnin O (E) UTILITY METER & WARNING LABEL Inv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS DC DISCONNECT & WARNING LABELS 0 AC DISCONNECT & WARNING LABELS JUNCTION BOX F DC COMBINER BOX & WARNING O DISTRIBUTION PANEL & WARNING Lc LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE - - - INTERIOR EQUIPMENT SITE PLAN S Scale: 3/32" = 1' 3 M 01' 10' 21' N DESCRIPTION: DESIGN: NEW TOWN BUILDERS PERRINS ROW CO NIRAJ NISCHAL 3.OKW DC ROOF MOUNT PV SYSTEM w���SolarCity. PAGE NAME: SITE PLAN 3055 Clearview Way San Mateo, CA SHEET: REV: DATE 94402 T:(650) 638-1028 F:(650) 638-1029 PV 2 /20/201 4 (888) -SOL -CITY (765-2489) www.solarcity.conn Stories 4' MAX. BETWEEN FOOTINGS STAGGERED . —2' TYP---- L (N) ZEP INTERLOCK `– (E) 2x4 RAFTERS Q 24" SPACING B FRONT VIEW OF MP1 Scale: 1/2"=1'-0" STAMPED AND SIGNED FOR STRUCTURAL ONLY PV MODULE ZEP LEVELING FOOT HANGER BOLT ECOFASTEN FLASHING (E) COMP. SHINGLE (E) ROOF DECKING "x4" LAG BOLT (2–"' EMBED, MIN) (E) RAFTER �STANDOFF Scale: 1-1/2" = 1' (6) (4) _ - - (3) (1) (2) LOWEST MODULE JuuJ L-WULIY 1 IVIVUULLJ SIDE VIEW OF MP T. CHORD: 2x6 @ 24" O.C. A SUPPORT: 2X4 WEBS, LBW SCALE: 1/4" = 1' MAX SPAN: 7'-0" INSTALLATION ORDER JOB NUMBER: JB -8024988 O 0 (1) LOCATE RAFTER, MARK HOLE LOCATION, AND DRILL PILOT HOLE. MARKET: N. HOMES MODULES: 12 CANADIAN SOLAR CS6P-250PX (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT - �•.,,. -- -SolarCity ��� PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION NTH (3) INSERT ECOFASTEN FLASHING. PROJECT MANAGER: MOUNTING SYSTEM: (4) PLACE FLASHING BLOCK. SOLARCITY SLEEKMOUNT SYSTEM (5) NSTALL LAG BOLT WITH SEALIN WASHER. PAGE NAME: s5u; x-55555 STRUCTURAL VIEWS SHEET: REV: DATE T:(650) 638-102288 FF::(650) 638-1029 PV 3 8/20/2014 (888)-SOL-CITY(765-2489) www.solarcity.com (6) INSTALL LEVELING FOOT WITH WASHER AND NUT. CnY � Whear R'a9e (E) 2X6 TOP CHORD (E) 2X4 WEBS (E) 2X4 BOTTOM CHORD )igitally signed by Srihari Raghavan Jate: 2014.08.28 23:32:46 -07'00' CONFIDENTIAL – THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE JOB NUMBER: JB -8024988 O 0 PREMISE OWNER: AHJ: Denver DESCRIPTION: SPEC(DESIGNER) LOT 12 NEW TOWN BUILDERS PERRINS ROW CO DESIGN: NIRAJ NISCHAL • MARKET: N. HOMES MODULES: 12 CANADIAN SOLAR CS6P-250PX BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 5630A W. 38TH AVE 3.OKW DC ROOF MOUNT PV SYSTEM �•.,,. -- -SolarCity ��� PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION NTH WHEATRI DGE, CO 80212 PROJECT MANAGER: MOUNTING SYSTEM: THE SALE AND USE OF THE RESPECTIVE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM 3055 Clearview Way San Mateo, cA 02 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PAGE NAME: s5u; x-55555 STRUCTURAL VIEWS SHEET: REV: DATE T:(650) 638-102288 FF::(650) 638-1029 PV 3 8/20/2014 (888)-SOL-CITY(765-2489) www.solarcity.com PAYMENT TYPE: LEASE INVERTER: (1) POWER -ONE # AURORA PVI-3.0-OUTD GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (E) UFER AT PANEL (E) 400A MAIN SERVICE PANEL Inv 1: DC Ungrounded INV 1 -(1)POWCA ER-ONEer; IIigt RORAoow 2 ovOUT S -US -Z -A LABEL A -(12)CANADIAN SOLAR # CS6P-250PX TYPE EC # 8041 WITH IRREVERSIBLE CRIMP E 400A LPN -R FUSED MAIN DISCONNECT PV Module; 250W; 229.6W PTC, 40mm, Black Frame, MC4, ZEP Enalded INV 2 Panel Number: Meter Number: Voc: 37.2 Vpmax: 30.1 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER 3 ADJUST MIN. ACTIVATION VOLTAGES! SolarCity MILBANK CUTLER -HAMMER Inverter 1 PAR A 10OA/2P Meter Socket Disconnect 1 DC, 3 POWER -ONE 4 DO NOT ADJUST MIN. ACTIVATION V AURORA PVI-3-0-OUTD-S-US-Z-A ECIC �AGE String(s) or 6 on MP 1- (E) LOADS B C -DC- 40� – – – – r - - - –1 _ _ _ J �• E L2 DG 420/21P SMD – – – – – – GND – – ----------------------------NDC- N DC- 3 I 2 EGC DC- DC+ DC- DO NOT ADJUST MIN. ACTIVATION V TAGE– 1 Stnng(5) Of 6 On MP EGC EGC =EC – – – GND _ _ – – – – – –� – – – – II OOA/2P 1 I B (1 )Conduit Kit; 3/4" EMT N I TO (E) I DISTIBUTION ' 1 PANEL UNIT B ' I OOA/2P II ' a I N ' 1 0 TO E DISTIBUTION t PANEL UNIT C I i OOA/2P i l i a � N TO (E) I I CONDUIT IS TO BE MOUNTED MORE THAN 1/2" ABOVE ROOF DISTIBUTION I SURFACE TO PREVENT FURTHER AMPACITY DERATING UNDER PANED NEC 310.15(B)(2)(C). 1 I II II II —J I E—C � I o ' I z ` I I I 1 4OOA FUSED – – GEOi _jA ( 1) SolarCit 1g 4 STRING JUNCTION BOX AC DC DISCONNECT 18 JUMPER 2x2 STRINGS, UNFUSED, GROUNDED i (1 )MILBANK / et; 20 XL -569 Meier Socket; 200A, R6-350, Ringless TO 120 240V BOND N EGC GEC TO E _ / () j18 / () –(3)MILBANK 11 K4977–INT SINGLE PHASE UFER OR (E) GEC IN Load–Side Tap Connector; 100A, /12 – 1/0 AWG UTILITY SERVICE PANEL WITH IRREVERSIBLE �(1)CUTLER–HAMMER / DG221URB CRIMP PER ART. 250.64(C) Disconnect; 30A, 240Vac, Non–Fusible, NEMA 3R – (1)CUTLER–HAMMER DG030NB Ground/Neutral It; 30A, General Duty (DG) – ( 1) Wire Metal Gad Cable AIG ID/3 w/G 75degC (1) SIEMENS 10220 PV BACKFEED BREAKER POI Breaker, 20A/2P, 2 Spaces /�\ ( ) �p (�j J) (1 )AWG jj10, THYM-2, Black — 1 AWG ,Solid Bare Copper GEC Of o (1 ) AWG #10, THWN-2, Red (1 ) AWG 110, THWN-2, Blade Voc* = 181.46 VDC Isc = 8.87 ADC (2)AWG 110, PV W1RE, Blade O � (1 )AWG 110, THWN-2, Red Vmp = 180-6 VDC Imp= 8.3 ADC O Isal (I )AWG 110, Solid Bare Copper EGC Voc* = 181-46 VDC Isc = 8.87 ADC Vmp = 180.6 VDC Imp= 8.3 ADC (1 )AWG x!10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=14.5 AAC - (1 ) AWG 110, THWN-2, Green EGC — 1 Conduit Kit; 1" PVC, Sch. 40 EGC ( ) (1) AWG {10, THWN-2, Green . EGC . � (2)AWG �j10, PV WIRE, Black (1) AWG /10, Solid Bare Copper EGC Voc* = 181-46 VDC Ise = $.$7 ADC Vmp = 180.6 VDC Imp= $,3 ADC — ( 1) Wire LJ (V4Vhteat DRi Metal Clad Cable; Me 10/3 w/G 7s�$corc* 181.46 VDC Isc = 8.87 ADC = Vmp = 180.6 VDC Imp= 83 ADC (1)AWG #10, THWN-2, Black – (1) AWG- 110, iHYM-2; Red – (1) AWG :,110, THWN-2, Green ECC CONFIDENTIAL – THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE JOB NUMBER: J13-8024988 O O PREMISE OWNER: AHJ: Denver DESCRIPTION: SPEC(DESIGNER) LOT 12 NEW TOWN BUILDERS PERRINS ROW CO DESIGN: NIRAJ NISCHAL MARKET: N. HOMES MODULES: 12 CANADIAN SOLAR CS6P-250PX BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 5630A W. 38TH AVE 3.OKW DC RODE MOUNT PV SYSTEM -- �'... ��solarcity. PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH WHEATRIDGE CO 80212 PROJECT MANAGER: MOUNTING SYSTEM: THE SALE AND USE OF THE RESPECTIVE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM 3055 Clearview Way San Mateo, CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. s5 a55555 PACE NAME: THREE LINE DIAGRAM SHEET: REV: DATE: PV 5 8/20/2014 T:(650)638-1028 F:(650)638-1029 (888)-SOL-CTTY(765-2489) www. solarcity. corn PAYMENT TYPE: LEASE INVERTER: (1) POWER -ONE # AURORA PVI-3.0-OUTD 1. Conductor Sizing per Art 690.8(8)(1) a. Conductor must have 30 deg. C ampacity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.15(B)(16). c. Evaluate conductor temperature at terminations per 110.14(C). Ampacity of wire derated for conditions of termination must be >= continuous current*1.25. All string terminations are rated at 90' C. ------------------------------------------ 2. OCP Sizing per Art 690.8(B)(1) a. Round up to next size per Art 240.4(B) ------------------------------------------- 3. Conductor Sizing per Art 690.8(8)(1) a. Conductor must hove 30 deg, C ampacity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.15(B)(16). c. Evaluate conductor temperature at terminations per Art 110.14(C). Ampacity of wire derated for conditions of termination must be >= continuous current*1.25. All branch terminations are rated at 75' C min. ------------------------------------------ 4. OCP Sizing a. Round up to next size per Art 240.4(B) ------------------------------------------ 5. Conductor Sizino per Art 690.8(B)(1) a. Conductor must have 30 deg. C ampacity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.15(B)(16). c. Evaluate conductor temperature at terminations per Art 110.14(C). Ampacity of wire derated for conditions of termination must be >= continuous current*1.25. All inverter output terminations are rated at 75' C. ------------------------------------------- 6. OCP Sizing a. Round up to next size per Art 240.4(B) 7. Conductor Sizing per Art 690.8(8)(1) a. Conductor must have 30 deg. C ampacity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.15(B)(16). c. Evaluate conductor temperature at terminations per Art 110.14(C). Ampacity of wire derated for conditions of termination must be >= continuous current*1.25. All inverter output terminations are rated at 75' C min. ELECTRICAL CALCULATIONS Module: 12 Canadian Solar CS6P-250PX-BF 227.6 Inv Power WPTC Inverter 1: 1 Power -One PVI -3.0-S AFCI 0.96 3300 2621.95 Module: Inverter 2: Module: Inverter 3: Module: Inverter 4: Total: 12 Modules Total Inv Pwr: 3300 2621.95 PTC Photovoltaic Module Electrical Specifications: Total STC:I 3000 Voltage Drop Calculations Version 5_8.0 Vdrop = Im 2 * Length) Resistance / (Vmp) deg C NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Imp (A) Max. Length (ft) Wire 30.1 V String: 8.3 15 AWG -10 at Max Ave Hi:89 Vdrop = 8.3 * 30 * 0.001240hms / 161.90016 0.19 Branch: 8.3 60 1 AWG -10 at Max Ave Hi:89 Vdrop = (8.3 * 120 * 0.001240hrns) / 161.90016 0.76 Total voltage drop in DC conductors = 0.95 Inverter: 8.3 35 1 AWG_10 at 240V Vdrop = (8.3 * 70 * 0.0012 Ohms) 240 V 0.2905 Combined:1 0 1 0 1 AWG -10 at 240V Vdrop = (0 * 0 0.0012 Ohms) / 240 V 0 deg F deg F Voc: 37.2 V DESIGN: ��� NIRAJ NISCHAL �,�.�. • -- SolarC�ty. deg F deg C NOR SHALL IT BE DISCLOSED IN WHOLE OR IN N. HOMES Vmp: 30.1 V Record Low Temp: -22 -30 PROJECT MANAGER: Total voltage drop in AC conductors = 0.29 Isc: 8.87 A Max Average Hi Temp: 89 32 SHEET: REV: DATE: 94402 T:(650) 638-1028 F:(650) 638-1029 PV 6 8/20/2014 (888)-SOL-CIIY(765-2489) www.solarcity.com Total voltage drop in AC and DC conductors = 1.24 Imp: 8.3 A Record Hi Temp: 95 35 Tvoc: 0.12648 V/deg C Tisc: 5.85 mA/deg C String Type A and 2 Combined Strings Type A Voc Correction Method: Manuf Tvoc data Branch Circuit Type A 1 way wire length: 60 Power -One PVI -3.0-5 AFCI Voc Correction Factor: 1 strings per branch 1 1 strings per branch 2 6 Canadian Solar CS6P- 50PX-BF Inverter Min Vdc Input: 120 6 modules per series string 6 1 modules per series string Voc= 223.2 Min Vmp at Max Temp: 161.9 Voc= 223.2 V Voc= 223.2 V Vmp= 180.6 Max Voc at Min Temp: 181.46 Vmp= 180.6 V Vmp= 180.6 V Isc= 8.87 Inverter Max Vdc Input: 600 Isc= 8.87 A Isc= 8.87 A Imp= 8.3 Max String Size: 19 Imp= 8.3 A Imp= 8.3 A Icont= 11.09 Art 690.8(A)(1) 1 -way wire length: 15 Icont= 11.09 A Icont= 11.09 A Art690.8(A)(1) 1.a Conductor: 1 AWG -10 PV Wire 2.a Conductor 1: AWG 10 PV Wire Conductor 2: AWG 10 PV Wire Icont * 1.25 = (Amps) 13.86 conductor 1 Conductor 2 30 deg C ampacity = 401 Icont * 1.25 = (Amps) 13.86 13.86 1.1b Icont= (Amps) 11.09 30 deg C ampacity = 40 40 Start ampacity 40 2.b Icont= (Amps) 11.09 11.09 Temperature derate (%=F) 0.76 Start ampacity 40 40 Conduit fill derate (%_#) 1 Temperature derate (%=F) 0.76 0.76 Derated ampacity 30.4 Conduit fill derate (%_#) 0.8 0.8 1.c Derated ampacity 24.32 24.32 Icont * 1.25 = (Amps) 13.86 2.c Term 1 Term 2 Ampacity 40 Temp table 75degC I 75degC Icont*1.25= (Amps) 13.86 13.86 1.d Icont * 1.25 = (Amps) 13.8 Ampacity 35 35 OCP Size = 155 Inverter Type A Output 2.d OCP Size = 15 15 Power -One PVI -3.0-S AFCI 1 way wire length: 20 ft Combined Inverter Output Icont = 14.5 1 A Art 690.8(A)(1) Service Voltage= 3.a Icont * 1.25 = (Amps) 18.12 Art 690.8(6)(1) Total Inverter Power= 1 way wire length= 0 OCP Size = 20 Art 240.6(A) Icont = # of inverters*max inverter current Art 690.8(A)(1) 3.b Conductor: AWG THWN-2 at 90 deg C: Table 310.16 Icont = (Amps) -10 Icont * 1.25 = (Amps) 18.12 4.a Icont*1.25 = (Amps) 18.12 Art 690.8(B)(1) 30 deg Campacity = 40 OCP size = 20 Art 240.6(A) 3.c Icont = (Amps) 14.5 4.b Conductor: A VG -10 THWN-2 at 90 deg C: Table 310.16 Start ampacity 40 (cont * 1.25 = (Amps) 18.12 Temperature derate (%=F) 0.91 deg ampacity = 40 Conduit fill derate (%=#) 1 4.c lc (Amps) a (Amps) 14.5 Derated ampacity 36.4 Start ampacity Stat 40 3.d Icont * 1.25 = (Amps) 18.12 Temperature derate (%=F) 0.91 e Ampacity 35 Conduit fill derate Derated ampacity 36.4 4.d Icont * 1.25 = (Amps) 18.12 Ampacitv 35 041, or Ridge CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., JOB NUMBER:JB-8024988 00 PREMISE OWNER: AHJ: Denver DESCRIPTION: SPEC DESIGNER LOT 12 SPEC(DESIGNER) NEW TOWN BUILDERS PERRNS ROW CO DESIGN: ��� NIRAJ NISCHAL �,�.�. • -- SolarC�ty. MARKET: MODULES: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN N. HOMES 12 CANADIAN SOLAR CS6P-250PX 5630A W. 38TH AVE 3.OKW DC ROOF MOUNT PV SYSTEM �'.,e ►�� PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH WHEATRIDGE, CO 80212 PROJECT MANAGER: MOUNTING SYSTEM: THE SALE AND USE OF THE RESPECTIVE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM 3055 Clearview Way San Mateo, CA SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PACE NAME: 555.55555 ELECTRICAL CALCULATIONS SHEET: REV: DATE: 94402 T:(650) 638-1028 F:(650) 638-1029 PV 6 8/20/2014 (888)-SOL-CIIY(765-2489) www.solarcity.com PAYMENT TYPE: LEASE INVERTER: (1) POWER -ONE # AURORA PVI-3.0-01LITD 4.,l'.;i �r >_ -_k ��-- Label Location: (C)(CB) Per Code.- NEC ode:NEC 690.31.G.3 Label Location: (DC)(INV) Per Code: NEC 690.13.B Label Location: (DC) (INV) Per Code: NEC 690.53 LabeTkocation -;r _, 60 M - Per Cod NEC 690. .B w } I(va-,11V, :e c ,r AWARNING ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OFF POSITI A WARN I N THIS EQUIPMENT FE Y MULTIPLE SOURCES. TAL RATING OF ALL OVER C RRENT DEVICES, EXCLUDIN MAIN SUPPLY OVERCURREV DEVICE, SHALL NOT EXCEEDf MPACITY OF BUSBA . Label Locati (AC) (P/.54 Per Co NEC 69 Libel Location: (AC)(POI) Per Code: NEC 690.17.E Per Code: 690.64 A WARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE A WARNING ELECTRIC SHOCK HAZARD THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED city of Wheat Ridge ilding Label Location: (POI) Per Code: NEC 705.12.D.2 Per Code: NEC 690.56(C) Label Location: (DC) (INV) Per Code: NEC 690.35(F) TO BE USED WHEN INVERTER IS UNGROUNDED (AC): AC Disconnect (C): Conduit (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect (LC): Load Center (M): Utility Meter (POI): Point of Interconnection CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR *,ewe 3055 Cleaview Way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �► _ San MateoCA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, SC - CO 2014 Label Set ���►� T:(650)638 -1028'F:(650) 638-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE I' SolarC�t (888) -SOL -CM (765-2489) www.solarcity.corn SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. 30IION SIHI 3AOW3tI ION 00 :aoloadsul 4P I k :ajaa £E65- Z-£ E �e uoi;oa u�-ar jo{ ileo `spew uaaq aney suoi;oajjoo ua4M.. oN sok :paainbaa uoi}oodsul-aH quail :uoiloadsui aol opepeAB quo ON r O/ a) UL :aagwnN livaaad :ssaippd qor Y :adA1 uoiloadsul 331ION N01133dSNI XeJ 6768-LOE (000) • agll{o S58z-3EE (000) augj uoi;oadsul ££65-b£E (EOE) uoisiniQ uoiloadsul 6ulplin8 , 3001H 1V3HM =10 A113 A 301ION SIH13AOW3hl ION 00 :aoloadsul /f f C -66.9 -pre -EVE Ie uoijoa ui-aa aol /deo `apew uaaq aney suoijoaaaoo uayM, ONsaA :paainbaa uoijoadsuj-aa quail :uoi}oadsui ao} apupleAa quo ON r a L :aagwnN I!wA;Dd :ssaappd qor :ads JL uoiloadsul 331ION N01103dSNI xeJ 6Z69 -LCE (00E) • aq!-40 55gz-5sz (000) augj uoijoadsu/ ££65-ti£Z (£0£) uoisinia uoiloodsul Buipim8 3Jaw 1V3HM 30 A113 A, ♦� City of " jjgic COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2846 F: 303.235.2857 February 26, 2015 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property /properties as indicated below: PROPERTY OWNER(S): NT Perrins LLC NEW ADDRESS: Wheat Ridge, CO 80212 Lot 1 — 5690 W. 38' Ave., Unit D Lot 2 — 5690 W. 38 Ave., Unit C Lot 3 — 5690 W. 38' Ave., Unit B Lot 4 — 5690 W. 38 Ave., Unit A Lot 5 — 5660 W. 38" Ave., Unit D Lot 6 — 5660 W. 38 Ave., Unit C Lot 7 — 5660 W. 38' Ave., Unit B Lot 8 — 5660 W. 38' Ave., Unit A Lot 9 — 5630 W. 38 Ave., Unit D Lot 10 — 5630 W. 38 Ave., Unit C Lot 11— 5630 W. 38' Ave., Unit B Lot 12 — 5630 W. 38 Ave., Unit A Lot 13 — 3795 Depew St., Unit D SUBDIVISION: Perrins Row Filing No. 2 Jefferson County Reception Number for Plat: 2013143669 AUTHORIZED BY: DISTRIBUTION: Lot 14 - 3795 Depew St., Unit C Lot 15 — 3795 Depew St., Unit B Lot 16 — 3795 Depew St., Unit A Lot 17 — 3791 Depew St., Unit A Lot 18 — 3785 Depew St., Unit B Lot 19 — 3785 Depew St., Unit A Lot 20 — 3781 Depew St., Unit A Lot 21— 3781 Depew St., Unit B Lot 22 — 3781 Depew St., Unit C Lot 23 — 3781 Depew St., Unit D Lot 24 — 3791 Depew St., Unit D Lot 25 — 3791 Depew St., Unit C Lot 26 — 3791 Depew St., Unit B DATE: 2 — Z 5 - - / 5 1. Jefferson County Assessor, ATTN: Data Control, 100 Jefferson County Parkway, Golden, 80419 2. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Parkway, Golden, 80419 3. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois Ave., Laramie Building, Suite 1100, Golden, CO 80401 4. Email to Jeffco IT Services at smitchel(a�jeffco.us 5. U.S. Post Office, 3700 Tennyson St., Denver, CO 80212 6. Email to erlinda j.martinez@ sps.g and krissv.i.summerfield(a usps.gov 7. Xcel Energy, ATTN: Correspondence, 1123 W. 3rd Ave., Denver, CO 80223 8. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 9. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 10. Wheat Ridge Water District 11. Wheat Ridge Sanitation District 12. Wheat Ridge Fire District 13. Wheat Ridge Planning Division 14. Wheat Ridge Building Division www.d.wheatridge.co.us 15. Wheat Ridge Police Department 16. GIS Specialist 17. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: Vicinity May DATE: Nk Kirk Cadotte From: Kelly Brooks <kbrooks@wrfire.org> Sent: Monday, December 22, 2014 4:20 PM To: Kirk Cadotte Cc: John Schumacher; Kevin Puccio; Ed Stayer Subject: RE: Fire inspection Hi Kirk- Ed with New Town Builders is addressing my questions and requests as follows, 1- Landscape rock to go in at a later date, Both the current condition as well as the 1.5" landscape rock proposed are a drivable surface. Ensure that the rock is installed flush with the pavement. 2- The bollard relocation is dependent on the weather, but will be done timely. 3- The trees in the clear turning radius on the west edge of the property can be addressed after the first of the year as this drive lane is not required in order to service the first building. constructed yet, I am comfortable with you closing out the first building. W= Kelly Brooks Fire Marshal Wheat Ridge Fire Protection District P: 303-403-5915 From: Ed Stayer [mailto:estayer@newtownbuilders.com] Sent: Monday, December 22, 2014 10:37 AM To: Kelly Brooks Cc: jschumacher@ciwheatridge.cous; Kevin Puccio; Jay Garcia; Davis Reinhart Subject: RE: Fire inspection EDITOR MIT�MIIIM v. Cite of Escrow/Letter of Credit C .. ge, Transmittal Sheet Pie above amount is to he held in escrow or: ". Iq Name Date City of COMMUNrry DEVELOPMENT ge Laird scajoinz Escrow Azreement This agreement made this 19 day of December, 2014, by and between the City of Wheat Ridge and New Town Builders for escrow in the amount of eleven thousan ,itv of Wheat Ridge unj property owner of its intent to do so. MMUEMEM General Contractor NT PERRINS 1.1,C. 1553 Platte Street, _Suite 100 )g %� er 80 & �202) / 17,2,0-975-3164 L q — - :0 Business Address / Phone 12/17/14 Date Communitv ConstructignLMana rer ,j - ,-- Title By: Title: Date: / Z — ( f / 'Y 12/16/14 Landscape Escrow 151-1610 Refundable Deposits 11,912.50 11,912.50 Check 0001279 Total 11,912.50 11,912.50 of CONAN DFvi',totMENT # # FOR OFFICE USE ONLY Plan1permit # k12- Building Permit Application 56301 W 38th Ave 06Ae�� (please print): New Town Builders . . . . . . . .. . . ............ Address: City, State, Zip go ar City 110035 919-622-3772 tmorrisl@solarcity.com Electrical, Plumbing: Mechanical W.R. City License # W.R, City License # WR City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Installation of a grid-tied PV system, flush mounted to roof. 3 KW MM Amps - Squares Other E W.27.2014 Page * 2 30 1 ,45 Oearvsow Way, y, Saga Mateo, CA 944 . (765,2489) t N tart 12 C+Q1'1imuni _ 3ob # 8024988 lK L Note: per IBC 1613.1; Seismic check is not required because Ss = 0.224 < 0.4g and Seismic [Design Category (SDQ = B e C Latitude: 39.7691953, Longitude: -105.08401, Exposure Category C f . ity SleekMountTmPV"m , � - �*# 3 Structural 0 D Kn 1 1 r" t Standen !kam S in SM Seam Only_ NA `r a 1 ). 11..� MINE a., llt ���ht,s��'H,i�v �v lt�l�. „n aftr S C3 Elm •. s x wf Uve Load LO 20,0 psf v t t "v Matzvv \ Y t t `� er taU y avq tin a11a�� �ttl t v �tU t vltt va v ° vS a c v 1 h i , v -, t V v�iv t "Sai, etttil, a a li st ti r �� 1� i `zsv�al� '}�� i�i�� u la xllixavt ti�'t ti 1t i"t, 1 vl lX J t \ t vz v ii ih v Y � .t� o , 3C?eci �t5ctf 3�ittit7r� �, � X . 3.2 _- 8} M ..._.._. ". ... .. . . 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't52fi . ... , " .. ., �� " ,,.,.,, -. _ _ .. _.._- ,.._ ...... -. d 1 9*ax„i1 9a3 ssa p 2.15 0491 N9 R's 1443 0 -672 t, +b;;F liss N -IU 0.820 '20)s ,. 4 -tS (s.2dG 1144 kt*a 6 -d2 17.809 l,t68 the 9.30 0,436 -367 IN 4.34 0311 - 795 W5 k2 -0 0,63 »7 54 IN 544 0.365 td +dt tb+ 1 64 t 0-88 1 -2,826 the Nina: 1))A-1 m 4hb hii,, has baxa cJ os. 8xr quiloy a +mrarec .'pcc600, tho FOR mae l odd Count Mich rd rKi T S 1 „'202,PAi 4 AW1 bs mnati Cy t.(14. 2! At Mt onx: we8e ofihis inn, has tim dioq ed ienh a paid pwnt in the wd.,. AR paid patio, osn n.'I u'Cbs AM bo bm mi team ity ¢asspasradectat:n ttro d%c piaoe r+f't nnss. Y,Simt Nwv, shalt by initalkl within t+" of wch wd, pad paint. kndicai %r,;, ctantuw -, lawA -vaint tC.LA) "anvil at Wekxxeios %dtb vlaown. Rowe ofC tJk num tsv:akga*dyJiV naI4 b7.roat. sea: TriWFBCt.R8RAC E Fog ailorwdo, is mad t9a%Pa i tram& ut t }.bt "CiHdYUNFORCE" bMICF Acopy ofthia &,Wta shAl by dtn%(chrit b, ahe t :,W,kn onitxmvur. Tht itArip t rein., uid%erduamd taus£ . ba"t U.0 ti mepei MI.= Wd rc%quim dent suppfied byifli Tams binvabou" std oiirt.' Sirittys 7n Strong- Tic`C477Pd anly" mad uanyaiaxiracvt ctfshc nik %nanasirn sez kxnh fiythe FlntSdtnp Ck„mrOaea.A sta[crn 4h %seirxwing endac.'nuti xxxd%tmaca^r +9:`penPtwceomad s^n(rynctawg ma2neu.:.d3atbsty »atc�#p�8ir itrc nuns tasuy>itntMrC dr.,ag8e rlrtawxn. Sve Ilia rxrvcs gcoansd the "i"Forita hakatrruarn.d:(ievscxak al`oltw�4'aakl" gar addivomt munvann, Alt can sar pkNec ml the rsawn4t3xxiimx#Np•Szn on SlranP'hc #bnq.,rezt, h %t: tar :axxanl acc vnth iSR�'7Pe2,at11 catnntxtn%rpi4cw %ne ?0 gvsp� nsah:ss eho sp+„x.efaax4 pYa1e errs fs 4Ultnatrt by n "` -18' "alexia %ntliawrs ars tR' ggaa78 pk�r„ rre "Sa k8 ". whicAk iradsergss n hr�i tore+%tur9 ! N t�il+� pieta, 3.5x7 -18- 3x4- 6x94- 1.601 1,2501 0.0.0 Reaction Summary F3 v ( "AFC}jt4} d Width ate i dt d Erg V.��f th 2.0.0 !1 f d Pus (4uaA1} 4 15 tta &M k k4 in 2. 10 H Root ( )Aidl) 9 9.5 in Siod 2.78 in 1,774 IN 52 41510 4414p 4111€) 6J4 7011 RIC SPF 240(0.0 2 4 tce"Tw r,...__.,.. 5.3.214? -2.12 ..___..t 95-2.6 204"0 " rvtrti -+S 641 See #2 2 x 4 8 -tit SPF b2 2% 4 Sfiden SPF 2400f2.tJ. 2. 4 Loads Summary O'n'k au.+ hm boas 4,11 al 8rs thy, dlku nfav batino rs tho'p, susrw karat (P. - 10 bet) for hips715thtm tm nxxsxda acc wnk ASC':F7. excsgn a, noral, wish tdic Salk wzngusu. de tt od uspul;. 10 (!}if W undd ano,w kad) 1 p# 4(TM All hahioptXd miofgXYiktq fum Maxi tpoi Yt xuxd tkte paaaund ... kanl tsar bm, u,'ot ktrthk m)tHi kart (F"£' PpW G%4. L,- Allowed Loading 2) 91se tugs bag nest t:ixn4 dcxigpt£At kt 4he dYxxt£ n4 nnfi %ra! ?tna)W ki da� General 3) to x1detiarn to %hc snerrt katkYdnBspetizCbxl on ihis dawyng tl,6 truss has *o bix. di.sipid fera reottim told d�TC°.F;t,) at 20 pst CSl Summary Deflectio U (loc) t"mix4 {dra:P1 Bug codr THC 20091 4S" :. Cd.g6 (1 -2) ti nzxl Start. Uni d flid Ulm T%1d?. Wr% M" 037 in U524 524 S 2 L { M) ) Ie#tlit 4sseraw dF"*J: tt) psf 11-4 0j".1 15 in, IN 1 •.at)t77 8C:: n »93 (11 - 12 8-9 OA71 .9,3tba 19.39 F11: 0 32 tae S d 499 i z 1 ,1240 "CC)IX5 It)f ) Rvr M& hunw,r r 1tx 5ked, : 0"42 (8,10) flim lie ri 0 W t(1 8CU' : 0 DAL M% '. Chxgs F"mile, Aax'. -1.5 2.15 0491 N9 R's 1443 0 -672 t, +b;;F liss N -IU 0.820 '20)s ,. 4 -tS (s.2dG 1144 kt*a 6 -d2 17.809 l,t68 the 9.30 0,436 -367 IN 4.34 0311 - 795 W5 k2 -0 0,63 »7 54 IN 544 0.365 td +dt tb+ 1 64 t 0-88 1 -2,826 the Nina: 1))A-1 m 4hb hii,, has baxa cJ os. 8xr quiloy a +mrarec .'pcc600, tho FOR mae l odd Count Mich rd rKi T S 1 „'202,PAi 4 AW1 bs mnati Cy t.(14. 2! At Mt onx: we8e ofihis inn, has tim dioq ed ienh a paid pwnt in the wd.,. AR paid patio, osn n.'I u'Cbs AM bo bm mi team ity ¢asspasradectat:n ttro d%c piaoe r+f't nnss. Y,Simt Nwv, shalt by initalkl within t+" of wch wd, pad paint. kndicai %r,;, ctantuw -, lawA -vaint tC.LA) "anvil at Wekxxeios %dtb vlaown. Rowe ofC tJk num tsv:akga*dyJiV naI4 b7.roat. sea: TriWFBCt.R8RAC E Fog ailorwdo, is mad t9a%Pa i tram& ut t }.bt "CiHdYUNFORCE" bMICF Acopy ofthia &,Wta shAl by dtn%(chrit b, ahe t :,W,kn onitxmvur. Tht itArip t rein., uid%erduamd taus£ . ba"t U.0 ti mepei MI.= Wd rc%quim dent suppfied byifli Tams binvabou" std oiirt.' Sirittys 7n Strong- Tic`C477Pd anly" mad uanyaiaxiracvt ctfshc nik %nanasirn sez kxnh fiythe FlntSdtnp Ck„mrOaea.A sta[crn 4h %seirxwing endac.'nuti xxxd%tmaca^r +9:`penPtwceomad s^n(rynctawg ma2neu.:.d3atbsty »atc�#p�8ir itrc nuns tasuy>itntMrC dr.,ag8e rlrtawxn. Sve Ilia rxrvcs gcoansd the "i"Forita hakatrruarn.d:(ievscxak al`oltw�4'aakl" gar addivomt munvann, Alt can sar pkNec ml the rsawn4t3xxiimx#Np•Szn on SlranP'hc #bnq.,rezt, h %t: tar :axxanl acc vnth iSR�'7Pe2,at11 catnntxtn%rpi4cw %ne ?0 gvsp� nsah:ss eho sp+„x.efaax4 pYa1e errs fs 4Ultnatrt by n "` -18' "alexia %ntliawrs ars tR' ggaa78 pk�r„ rre "Sa k8 ". whicAk iradsergss n hr�i tore+%tur9 ! N t�il+� pieta, 3.5x7 -18- 3x4- 6x94- 1.601 1,2501 Reaction Summary F3 v ( "AFC}jt4} d Width ate i dt d Erg V.��f th eat Rivet lkw (iw ho XUY 1t M4 t, d7 fitt NIA he .hux $' !1 f d Pus (4uaA1} 4 15 tta &M k k4 in I f644 tfi4 4b hs 10 H Root ( )Aidl) 9 9.5 in Siod 2.78 in 1,774 IN Material Summary Bracing Summary SIC 2400,2A 2 x 4 imc"'pc 2"C" FSns3ng Shtvwhtti orPudws at 34 , 0, Puna ed,,iga by Oitim, .. 749 spF 2 M)"I.B 2 z 4 RIC SPF 240(0.0 2 4 tce"Tw hC P3imIng Sluohol or Pudiet 0 1 04M), turn. drs4lyr by C.k M, 1042 SPF 2 x 4 T U � ,3011.3 `W d)N. SFF SuA d 2 S 4 m"vVL 2 11.7 CPF 165011 -5 2. 4 1+442 SPF 16%4 -5 2 4 4 641 See #2 2 x 4 8 -tit SPF b2 2% 4 Sfiden SPF 2400f2.tJ. 2. 4 Loads Summary O'n'k au.+ hm boas 4,11 al 8rs thy, dlku nfav batino rs tho'p, susrw karat (P. - 10 bet) for hips715thtm tm nxxsxda acc wnk ASC':F7. excsgn a, noral, wish tdic Salk wzngusu. de tt od uspul;. 10 (!}if W undd ano,w kad) 1 p# 4(TM All hahioptXd miofgXYiktq fum Maxi tpoi Yt xuxd tkte paaaund ... kanl tsar bm, u,'ot ktrthk m)tHi kart (F"£' PpW G%4. L,- 2) 91se tugs bag nest t:ixn4 dcxigpt£At kt 4he dYxxt£ n4 nnfi %ra! ?tna)W ki da� 3) to x1detiarn to %hc snerrt katkYdnBspetizCbxl on ihis dawyng tl,6 truss has *o bix. di.sipid fera reottim told d�TC°.F;t,) at 20 pst 4) hhnnuiniseamtp atria kiatfi ng ste rc xndww an 180 Table 1607 1 haw nei4 him appbad Sy tat %r idmrc with 18C1'}"es 607 t mintme, BCUS do nrat appty. Lc7ad Case D1: Std Dead Load DistriNded 1»exdds %it6 a, 1"Ca ion 1 t'vAi'm 2. tinLY"Ri . ti nzxl Start. Uni d flid Ulm T%1d?. "dmp Chd 2t1dY,.i.O 22 -€Sqy tkiacax Rake` px4' 3 psF 34 az% Member Forces Summary 1abivmdka": A" ba ff> um cst tfx a,w A'Vvv� (now m am and ie o 7C 11-4 0j".1 15 in, 4 -5 0,312 - 3,899dhs 8-9 OA71 .9,3tba 19.39 1 P -2 0,80 ^4,2+#6 On �5-6 0,44t 5,d521fixs 0.035 '23 Pit 2.15 0491 N9 R's 1443 0 -672 t, +b;;F liss N -IU 0.820 '20)s ,. 4 -tS (s.2dG 1144 kt*a 6 -d2 17.809 l,t68 the 9.30 0,436 -367 IN 4.34 0311 - 795 W5 k2 -0 0,63 »7 54 IN 544 0.365 td +dt tb+ 1 64 t 0-88 1 -2,826 the Nina: 1))A-1 m 4hb hii,, has baxa cJ os. 8xr quiloy a +mrarec .'pcc600, tho FOR mae l odd Count Mich rd rKi T S 1 „'202,PAi 4 AW1 bs mnati Cy t.(14. 2! At Mt onx: we8e ofihis inn, has tim dioq ed ienh a paid pwnt in the wd.,. AR paid patio, osn n.'I u'Cbs AM bo bm mi team ity ¢asspasradectat:n ttro d%c piaoe r+f't nnss. Y,Simt Nwv, shalt by initalkl within t+" of wch wd, pad paint. kndicai %r,;, ctantuw -, lawA -vaint tC.LA) "anvil at Wekxxeios %dtb vlaown. Rowe ofC tJk num tsv:akga*dyJiV naI4 b7.roat. sea: TriWFBCt.R8RAC E Fog ailorwdo, is mad t9a%Pa i tram& ut t }.bt "CiHdYUNFORCE" bMICF Acopy ofthia &,Wta shAl by dtn%(chrit b, ahe t :,W,kn onitxmvur. Tht itArip t rein., uid%erduamd taus£ . ba"t U.0 ti mepei MI.= Wd rc%quim dent suppfied byifli Tams binvabou" std oiirt.' Sirittys 7n Strong- Tic`C477Pd anly" mad uanyaiaxiracvt ctfshc nik %nanasirn sez kxnh fiythe FlntSdtnp Ck„mrOaea.A sta[crn 4h %seirxwing endac.'nuti xxxd%tmaca^r +9:`penPtwceomad s^n(rynctawg ma2neu.:.d3atbsty »atc�#p�8ir itrc nuns tasuy>itntMrC dr.,ag8e rlrtawxn. Sve Ilia rxrvcs gcoansd the "i"Forita hakatrruarn.d:(ievscxak al`oltw�4'aakl" gar addivomt munvann, Alt can sar pkNec ml the rsawn4t3xxiimx#Np•Szn on SlranP'hc #bnq.,rezt, h %t: tar :axxanl acc vnth iSR�'7Pe2,at11 catnntxtn%rpi4cw %ne ?0 gvsp� nsah:ss eho sp+„x.efaax4 pYa1e errs fs 4Ultnatrt by n "` -18' "alexia %ntliawrs ars tR' ggaa78 pk�r„ rre "Sa k8 ". whicAk iradsergss n hr�i tore+%tur9 ! N t�il+� pieta, 3.5x7 -18- 3x4- 6x94- 1.601 1,2501 "Q, k i 0 Cleei vwvv Way, Sufi Majea, CA QW402 OL 0 T Y (65 24 9) i as %,° ti; amity orn August 27, 20314 Project/Job # 8024988 RE: COVER LETTER Project. Perrns Row - Lot 12 Community 5630A W 38Th Ave. h tri e, CO 80212 Digitally signed by Sr1harl Raghavan To Whom It May Concern, ate: 2014.08.28 23:3255 Vii ! ' V ' Structural review was based on truss calculations for Perrins Row - Lot 12 and the design criteria listed below: Design r ia: s 08.27.2014 Page 7 Note: per IBC 1613.1; Seismic check is not required because Ss = 0124 < 0.4g and Seismic Design Category ( DC) = 8 < D 08 tTM PV Vemion *17.0 Ki�*SolarCKY SleekMotin �*0*3 Structural Desi - -; plate Seismic base shear is dire irectly proportional to roof weight. "- ,, < , El y . \,,.}` "W1 lujitUs v as w j i ,,`'i xa ` i u .ni }t s} } u;ry Irsl urn PTOS VIP VYXe D i r ectionality F actor K Kd 0 �US Tam 6 b b �Table - 4 Velocity Pressure qh �� - 0.00256 ) ( ( d) " 1) 1 6.7 7 Equation ►- , gyA�?T `t �.a?!1, us::lUG M M }.al xlul�}S1�t+yil�Uk iv`}u�•' 1 1 >1:s'` ie ,. W1 .. hS „L 3�tll`}Y 11��„ 1 Roof Urge Load LO 20.0 Rsf Table 4 1 Sloped Roof Reduction R 1 lion 4. \,'�3`c t ts�t. i^U t x... t X i s i�t },t \ ,..� "^ i tl�, a+ „i, 4'Y. t a o1�t 9 I 14. 2-0-0 2-0-0 4-11- 7-0-12 5-34 1s2•6 20-2-0 26-11-4 Loading 2eneral CSI Summary Deflection li (loc) Allowed W*1 genera 18C 2009 TC � O'R6 ti '�W IL 0.77 in L1524 Q L I t80 ITI 1 1200 BC: 0.93 ^t2) 14"G., 0.12 in I ,'999 Q L 240 WIM. I an, Nib, ftKme�' : YN W' : OV d'10) kkmli,: 019 i. 10 SOL 0 IXO'L: M 14 1 1 Cmq,, Fmot; x" - 1.5 5 04"1 89 Th, 1442 0,672 3,951 Ibs 8' W O,RNI �Z the i t5246 80 a. (1-12 0.$09 1,168 R," 9-10 OAH, '367 lb" 4 O'8 11 40 lh 12 -0 0,637 54 1N, 4 (065 4JM th, 1('-It 0 N01 .2.826 0), mm 1! dada 0� Im", tut, b= dw'd' W qmday �"'trmlvk m"Ptcuo., the Effioiw Vw Capron[ ih Capron[ bod NId per 4 0 TPI � Al A hA he .,W. Ca) - 1 04- 2 Ai h1w eane w1i, Offhm tn'11s hm hm' (WO-I mI4 A pmd pomf is Ow w(b. AP pmd parorxtN o. s.d' Wed, 'hmf he I'mol Imawtv popmdWa to 4be phase of dw w- IAmI bmcc' shad be i"'WhA wkhin 6' ofoxii wh pad pam, 1) Ind"m ecmfi.umm hitmv! wme (CIA) mq.nd m Rhe 1,wmiou(Oshoev RwAmmmse, CIR, and d,*m"9 hmin "m NUIXT Awpyofthu, dmp shag be famiibed U, ffiecacuan wivira Thed"ipofthte mhdu4 m— 6 bmWo. doip muma xtd ntpinvulu supplied hytbelbtu mmuWwamid mii~7 Upon IN xmm� and murtama"orthe m9nodion "i"# fimix D,.ipm A mW on On, drwinp Ildicm'l td W the trutis oMmait dmigp khomt skvzow� Sinipsmi' ("Pan) 3,50-18 - 3x4 - 6x14 - 1 .5x31 i,25x3i Solar-City Truss: G3 3055 Clearview Way ProjectNanic: $024988 con", nerit solutionsyM San Mateo, CA 94402 Desigrier: I Santiago Tmss (888) 765 2489 Daw 8, 6:53139AM Vm,-ion: 53 [Build 101 page� I oft Spain Mich QtY 01 1, OUR C ANT L CA NT R PLYS Spacing WGTTLY 34-0-0 2,5)12 1 0-11-0 1-34) 0-0-0 0-0-0 1 24 in 156 lbs ----------- 0-11.0 5-3-2 4 1110 441 Q1t 10 G94 7022 i30 �4-11 . ....... . .... .. t ....... . . . ... ..... " .... ..... 26A14 34-0-0 9 I 14. 2-0-0 2-0-0 4-11- 7-0-12 5-34 1s2•6 20-2-0 26-11-4 Loading 2eneral CSI Summary Deflection li (loc) Allowed W*1 genera 18C 2009 TC � O'R6 ti '�W IL 0.77 in L1524 Q L I t80 ITI 1 1200 BC: 0.93 ^t2) 14"G., 0.12 in I ,'999 Q L 240 WIM. I an, Nib, ftKme�' : YN W' : OV d'10) kkmli,: 019 i. 10 SOL 0 IXO'L: M 14 1 1 Cmq,, Fmot; x" - 1.5 5 04"1 89 Th, 1442 0,672 3,951 Ibs 8' W O,RNI �Z the i t5246 80 a. (1-12 0.$09 1,168 R," 9-10 OAH, '367 lb" 4 O'8 11 40 lh 12 -0 0,637 54 1N, 4 (065 4JM th, 1('-It 0 N01 .2.826 0), mm 1! dada 0� Im", tut, b= dw'd' W qmday �"'trmlvk m"Ptcuo., the Effioiw Vw Capron[ ih Capron[ bod NId per 4 0 TPI � Al A hA he .,W. Ca) - 1 04- 2 Ai h1w eane w1i, Offhm tn'11s hm hm' (WO-I mI4 A pmd pomf is Ow w(b. AP pmd parorxtN o. s.d' Wed, 'hmf he I'mol Imawtv popmdWa to 4be phase of dw w- IAmI bmcc' shad be i"'WhA wkhin 6' ofoxii wh pad pam, 1) Ind"m ecmfi.umm hitmv! wme (CIA) mq.nd m Rhe 1,wmiou(Oshoev RwAmmmse, CIR, and d,*m"9 hmin "m NUIXT Awpyofthu, dmp shag be famiibed U, ffiecacuan wivira Thed"ipofthte mhdu4 m— 6 bmWo. doip muma xtd ntpinvulu supplied hytbelbtu mmuWwamid mii~7 Upon IN xmm� and murtama"orthe m9nodion "i"# fimix D,.ipm A mW on On, drwinp Ildicm'l td W the trutis oMmait dmigp khomt skvzow� Sinipsmi' ("Pan) 3,50-18 - 3x4 - 6x14 - 1 .5x31 i,25x3i ABBREVIATIONS ELECTRICAL ONES INDEX LICENSE A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING PV1 COVER SHEET ca) �$a7TTP (I I. AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN POSITION, SIGN WILL BE PROVIDED WARNING PV2 SITE PLAN PV3 STRUCTURAL VIEWS � .. , � L��PP�7���T��� ��>� � X11.6 L 1 `. 2006 BLDG CONC BUILDING, CONCRETE OF THE HAZARDS PER ART. 690.17. PV4 STRUCTURAL. VIEWS , . "' ILL NEC TYPE EC 8041 C COMBINER BOX 2. EACH UNGROUNDED CONDUCTOR OF THE PV THREE LINE DIAGRAM D DISTRIBUTION PANEL MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED PVC ELECTRICAL CALCULATIONS DC DIRECT CURRENT BY PHASE AND SYSTEM PER ART, 210.5. UTSHEETS ATTACHED EC EQUIPMENT GROUNDING CONDUCTOR 3, A NATIONALLY - RECOGNIZED TESTING (E) EXISTING LABORATORY SHALL LIST ALL EQUIPMENT IN EMT ELECTRICAL METALLIC TUBING COMPLIANCE WITH ART. 110.:3. G SOLAR GUARD METER 4, CIRCUITS OVER 25OV TO GROUND SHALL COMPLY WITH ART. 250,97, 250.92(B) JU RISDICTION NO TES GALV GEC GALVANIZED GROUNDING ELECTRODE CONDUCTOR 5. DC CONDUCTORS EITHER DO NOT ENTER GND GROUND R IN METALLIC ADC TES HDG HOT DIPPED GALVANIZED OR FIRST ACCESSIBLE I CURRENT DISCONNECTING MEANS PER ART. 690.31(E), Imp CURRENT AT MAX POWER & ALL WIRES SHALL BE PROVIDED WITH STRAIN INVS INVERTERS RELIEF AT ALL ENTRY INTO BOXES AS ISC SHORT CIRCUIT CURRENT REQUIRED BY UL LISTING. 1. THIS SYSTEM IS GRID- INTERTIED VIA A kVA KILOVOLT AMPERE 7. MODULE FRAMES SHALL BE GROUNDED AT THE UL- LISTED POWER- CONDITIONING INVERTER. �,-'.... kW KILOWATT UL— LISTED LOCATION PROVIDED BY THE 2, THIS SYSTEM HAS NO BATTERIES, NO UPS.? LBW LOAD BEARING WALL MANUFACTURER USING UL LISTED GROUNDING 1 PHOTOVOLTAIC SOURCE AND INPUT CIRCUITS AND Wh eat R id De T. L i D epartment MIN MINIMUM HARDWARE. INVERTER INPUT CIRCUIT ARE UNGROUNDED. ppr PP ved MIR MIRROR 8, ALL EXPOSED METAL PARTS (MODULE FRAMES, 4. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED N) NEW RAIL, BOXES, ETC.) SHALL BE GROUNDED USING 5. ALL WORK TO BE DONE TO 2009 INTERNATIONAL NEC NATIONAL ELECTRIC CODE UL LISTED LAY -IN LUGS LISTED FOR THE BUILDING CODE. BUI L LPL � L NI NOT IN CONTRACT PURPOSE. POSTS SHALL BE MADE 6. ALL ELECTRICAL WORK SHALL COMPLY WITH THE VTR '� F NTS NOT TO SCALE ELECTRICALLY CONTINUOUS WITH ATTACHED 2011 NATIONAL ELECTRIC CODE. �I�. a22 . f I 7T or approy of "T , OC ON CENTER RAIL; a� T p rovisions appr f, any wRilaft P PANEL BOARD MODULE FRAMES, RAIL, AND POSTS SHALL BE Of to �� t t skiing , o DF I �2}� Dfi PL PROPERTY LINES BONDED WITH EQUIPMENT GROUND CONDUCTORS ar�7�Tat�2$ n; �7 a r ` " fy 2 � v 01 8 te r ��� th rvI2T of he PV PHOTOVOLTAIC AND GROUNDED AT THE MAIN ELECTRIC PANEL. rs an 85 air the � try, ���� PVC POLYVINYL CHLORIDE 10. THE DC GROUNDING ELECTRODE CONDUCTOR I I N I MAP Is , S SUBPANEL SHALL BE SIZED ACCORDING TO ART: SCH SCHEDULE 50166(B) & 69047, Ss STAINLESS STEEL SSD SEE STRUCTURAL DRAWINGS S TC STANDARD TESTING CONDITIONS SWH SOLAR WATER HEATER APPROVED TYP TYPICAL k S der ^ nler A t� m Inspections LION UNLESS OTHERWISE NOTED: L1T UPS UNINTERRUP11BLE POWER SUPPLY super a ra ver xYaRT�. RAG +#r"F. R Buil V VOLT Sta a Legendafy P (t P. VmR VOLTAGE AT MAX POWER ITr" I "OT Vic VOLTAGE AT OPEN CIRCUIT r rw m x, W WATT t bth Ave I R NEMA 3R, RAINTIGHT r aasn aerr n +nvaa lan Che cker J,vlllhwe King Jr PPvt� REV BY DATE COMMENTS ~rte C, aF R ! # ` CONF)D ENTIAL — THE WQWA CUNT SH A NYO N E EXCEPT USED FOR THE 4 (Q vet P (E I NEF) T 1 NEW TOWN BUILDERS EI IN IOW NIRA I NISCHAL Jli SHALL IT E N N. HOMES 12 CANADIAN SOLAR CS6P- 5OPX 563 0A W. 38TH AVE 3,O KW ROOF MOUNT PV SYSTEM ,aviarLity. PART T{? «, RE TS ORGANI ZATION, EXCEPT R� D ON C ON PRO SYSTEM- WNE T I E C O 8021 } 3Q55 Ce I a renew way Sara Mateo, CA THE SALE AND USE OF THE RESPECTIVE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM P NAME: T RM DATE: z "CITY E T, 6RT1iDt3T THE Std PERMSSION OF SO TY INC PA T LEASE Nt ( POWER -ONE AURORA PVI - 3.0 -OUTD S C OVE SHEET V 1 7":(65!7) 638 -2026 F :(650) 638 -1029 8 20/201 t ) crrytr6s - z es> .so n �� amam JB-8024988 00 *WTI Imomm �W770WER-ONE # AURORA PV (E) RAFTER SIDE VIEW . OF MP T. CHORD: 2x6 0 24" Ot. - SUPPORT: 2X4 WEBS, LBW SCALE: 1/4 = 1' MAX SPAN: T-0" SUBSEQUENT MODULES (6) 1 INSTALL LEVELING FOOT WITH WASHER AND NUT. (E) 2X6 TOP CHORD (E) 2X4 WEBS kligitally sign6d b Srihari Raghavan y v to - I *, -Ars,--4 7 1 1&41 I I ,I� II I.I y y r o f'1 i G 1 `� d T y# .. !T i 1� 7 Ik T iD o it T w 7 M 4 M U ♦. yi # i ' 1 1 a: `I+ 7 T Y TX • g 1 3)(W)WOW O3N i 9 0 An NYd l d T T T T 830Nn ONLV83O AIOVdrMY 83Hi8nJ IN3A38d 01 30VJSnS Notlnett.sto P F d t;: # � � • •� ice« .# fmf # i g 1 3)(W)WOW O3N i 9 0 An NYd l d 830Nn ONLV83O AIOVdrMY 83Hi8nJ IN3A38d 01 30VJSnS Notlnett.sto P 300 3AO8Y Z /1 NVHI 380A O3tNnOV4 30 01 51 llnGNO3 E (3) of I # $ dZ/VOO 0 11NA 13NYd s Notmasto 1 dZ/ OO M a VNn 13Wd Noll W t e i (3) of ire .a /s 'Its u (l) ,¢ "� d / O ---- ---- --- - -- - __ _ __�� __ � _ - I 9 Ga WW 4S t ocr J OND c 3`111 R NOUV LOV'NlW Lsnro � toN 9 * dZ /YOZ __- __ -_ -__ -- -- - -- - - - - - -- J naz savo1(3) Lt - 1 dw uo 9 Jo (s)6u €a4s Y WIONOO V -Z -Sn- 5-011 !- OT -lld v8osn W Nots�# ov mw isrcov o ra T , # 3NO -83tAOd 43 ;alooS .+alapl dZ /VOO! A4!ojotos iS3 V.LIOA NOUVALO ANEW 5mov 831ALN301 S N181S 00 3N;1. N I NM OHS 36V awl {INV A E AN1 Z NNI :iaguanN }auo pat ou3 d3Z '*3A 'auOJJ X1 ' `Old 1M0`6ZZ ` 0SZ !alnpoiq Ad X Z 21Y 105 N� 1l+NV0 (Z O — X 96 ,& Nt to, I ANI D NOOSIG NIVP"1 O3S#13 d - Nd7 � 3 '33NVd d141�10 3"10 83A3dd1 HIM i�08 # 03 3dA1 Y . Y Z- sn - s - olno - o c - tad Y (t) _ -Ot papunobun 00 : AUJ t3Ndd 01nd3 NI OQ IV 833n (3) 01 330 9# (N) GNO SN3 :)n ; :)3d'S 311 now SD dS �83"3ANI S310N IYM S 3d5 33NVd NIVW 533dS QNnad§ a Conductor must hove 1 • • amps of • • current t. «« « Total, Mod ules ,�,�,�� t • rtt Total Inv Pwr:l 3300 2621.95 PTC Total STC: 30t}0 dea F d ea C i fs « front * 1.25 = (Amps) 30 deg C ampacity i.b lcont= (Amps) Start ampacity Temperature derate ( %=F) Conduit fall derate (off =##) 14 lcont * 1.25 = (Amps) Ampacity 1A [cent " 115 - (Amps) OCP Size BE . n - ... . ... e _ _ a. Canductar mu>t hate � deg. ampaclt i= 12b of continuous may, !cant * 1.25 = (Amps) i current Art 21.2(A)(1). i' 0 deg C -a per ,I�R N MItM Icont= (Amps) b. Conductor must have (after corrections for conditions of use) >= � Start ampacity Temperature derate ( % =F) a ' , « 4.a Icont *1.25 -- (Amps) 18.12 rated ampaca « r « « « « i fs « front * 1.25 = (Amps) 30 deg C ampacity i.b lcont= (Amps) Start ampacity Temperature derate ( %=F) Conduit fall derate (off =##) 14 lcont * 1.25 = (Amps) Ampacity 1A [cent " 115 - (Amps) OCP Size BE . n - ... . ... e _ _ a. Canductar mu>t hate � deg. ampaclt i= 12b of continuous may, !cant * 1.25 = (Amps) i current Art 21.2(A)(1). i' 0 deg C -a per ,I�R N MItM Icont= (Amps) b. Conductor must have (after corrections for conditions of use) >= current Start ampacity Temperature derate ( % =F) continuous current per "fable 10.15(()(1) Conduit rill derate 4.a Icont *1.25 -- (Amps) 18.12 rated ampaca c. Evaluate conductor temperature at terminations per Art 110,14(C). C 9 6i 1 ,, s.d loont * 1.25 = (Amps) V Con 4.b conductor: AW 10 Ampacity • ti t output terminations a r e rated a « s WN r NERNMI w 1 MEA « } Branch Circuit jype A may, strings branch IIIVII III i' Inverter Min Vdc input� Total Inverter Power ,I�R N MItM 1 way wire length= 0 lcont = ## of inverters inverter current Art 690.8(A)(1 lcont = (Amps 4.a Icont *1.25 -- (Amps) 18.12 Max String Si OCP size = C 9 6i 1 ,, 20 V Con 4.b conductor: AW 10 WN r NERNMI w 1 MEA « } Branch Circuit jype A may, strings branch IIIVII III i' r b � Total Inverter Power ,I�R N MItM 1 way wire length= 0 lcont = ## of inverters inverter current Art 690.8(A)(1 lcont = (Amps 4.a Icont *1.25 -- (Amps) 18.12 f t OCP size = C 9 6i 1 ,, 20 V Con 4.b conductor: AW 10 Icont * 1.25 = (Amps) 30 deg C ampacity } 4 Start ampacity Tem perature d erate Conduit fill derate (%=#) t »� « . i« .• 1 t atMaxAve 1-109 161,9 I RIO Combined lnveer Cu uk may, 8 02 4 988 Service Voltage ,.. «,. � , . i) r b � Total Inverter Power ,I�R N MItM 1 way wire length= 0 lcont = ## of inverters inverter current Art 690.8(A)(1 lcont = (Amps 4.a Icont *1.25 -- (Amps) 18.12 Art 690.8(B)(1 OCP size = 20 Art 240.6(A) 4.b conductor: AW 10 TIV1I_2 at 90 deg C: Table 310.16 loont * 1.25 = (Amps) 18,12 30 deg C ampaci w 40 4.c lcont = (Amps) 1+5 Start ampacity 40 Temperature derate (%=F) 0.91 Conduit fill Berate ( %=#€) AURORA P\A-3.0—OUTD-: Derated ampacity M35 ELECTRICAL CALCULATIONS 4A lcont * 1.25 = (Amps) T:(650) 638-1028 P(650) 638-1029 Am acity ELECTRIC C LUM MW - Voftaae Drop - Calculations Version 58,0 may, 8 02 4 988 , . . i .r.R,, X& Denver ,.. «,. � , . i) r b � ,I�R N MItM i "YE H N. ti e t �.; �I I I 1 III 305 I ce a I CI M .l l s� eo, a� bN S YST E M AURORA P\A-3.0—OUTD-: gs��55 55 S5u ELECTRICAL CALCULATIONS T:(650) 638-1028 P(650) 638-1029 ELECTRIC C LUM MW - Voftaae Drop - Calculations Version 58,0 'ON UDWIOS JO NOSSWU N3UW 3HI inomL M 'lRWM3 AIMMS way� £se z DT- 9 fe8 1 szo� -ass tassl � szcrc�zes t�ss1 � �� +r,! j loge ! 00 — O VZWV SJN3 f 6 SO40 01 IHV M 01* d t zoos r3 oaleaa ues Ae Magne;nD ME . a► �� }�� 3 n� l T O VIN 3 Std 1 V,x3 . "VU uolloauuoa.talul 10 lulod :00d) a is !11 n :(l l} t 5515 C to }lta :{ A11 AV 0330X3 ION ll S '301A30 b°d 1N auuooSIC] Cl PajeJ ajul t4j!M JaPantl (ANI) 23Nn3H AO A- 1ddf1S N1VVr1 J1dPC1f1ix3 ° 51111 IInpuo; un ,toua)ul :(JI) It 3HW 'd3AO 11V30 N11 auuoosla o : CI) lViOI `S3o8n0S 31duin yv !sued uol ;ng sl€ :((} b9'C)69 AS 034INd1Nd111 d S1H1 xo jauigwo :apo tad malmom I!npuoo:(0) $oauu ICI :( fib') NOWSOd d O 3H1 N1 03 1 N NS SS AVV4 S3016 C VOI C1N NJI HIOS NO SIVN1M31 'L "C169 N SIVN11A 31 H not ION 00 t3NVZVH A OHS OW13313 : 19 d (10d)(OV) Mommom .-u ile o lag - 1 VG'069 03N ; • r • WOO tad 00d) (OV) ;uol.eoo lagel S T V069 03N 3 NflC iMn :9P00 .lad w S183lb AN1 ONV G30Nno )Nn N HM 03sn 01 S� WW31SAS 1H1 OAOIOHcf :uoileoo !aged ( )31 '169 N 1HI JO sboio ONO OQ 51-11 DOHS W1331 t�2�'d H � :apo ,tad .�1N1 ( ) 1 � lm : o-g lage e CS 069 03N y r r ()3 °.0163 N 'a O .1a P � . ,tad (ANl) (Do) .uot�eoo lage- S' 1069 03N .apoO .tad MEE d 1b3 .1.NS�1�1f1023Sf1 511-11 (ANlA00) 31VO0138 ION 00 .uol�eoo-1 lage V 0L ; N di NNO� 111d11�10 `�1:,t.?3S11N1 ` is 069 03 :apoO sad spa la E m m mm :uoll oo lager y :uol;eoo lager ' SolarCity SleekMountTM - C oM p The Solar City SleekMount hardware solution is optimized to achieve superior strength and aesthetics while minimizing roof disruption and labor, The elimination of visible rail ends and mounting clamps, combined with the addition of array trim and a lower profile all contribute to a more visually appealing system. SleekMOUnt utilizes Zep Compatible T 10 modules with strengthened frames that attach directly to Zap Solar standoffs, effectiveiy eliminating the need for rail and reducing the number of standoffs required, In addition, composition shingles are not required to be out for this system, allowing for minimal roof disturbance, * utilizes Zen So4ar hardware and UL 1703 issted Zen Corripatibie"I modules * InterioCk and grounding devices in system •IL Nsted to UL 2703 * interlock and Ground Zep ETL fisted to UL 1 , 703 as "Grounding and Eionds ng Sy tern" * Ground Zep UL and ETL fisted to Ui- 467 as groun&ng device * Painted galvanized waterproof fl ashir g * Anodized components for corrosion resistance * Applicable for vent spanning functions "Solalcitiv, I Janumy 2013 Drill Pilot Ficiie ( Proper D arrreter for Fastener Size Per ND S Section 1,13.2 Sea! pilot We with rording sealant insert Cornp Mount I'lashvig under upper niyer of slwrgle Piace c,ornp tvilount centered upon flashing install iag pursuant to NDS Section, 11,1,3 with sealing washer Securee Leveling Foot to the Conic Mount using mach'Me Screw Place lnodUie -, I.I.S - a wo.$d-od t ;2, n h"I walmWilum" awW—o,,d InNp.sbuvqa olmoNn welosomp sm w P.pm— s.0qvwpa9ds, MMMM3��� (a 9z 's L of LU/Imooz 0 1 I LU/M000lt 10 aoue!pel)q ue wojj ADusoa!ga alnpow %g uo!je!pejj! mill ju eouewjojjed 6urpvaj fulsnpul r w 1 1 1 r, .1 ID - LuW000 6 sz,dVZ sopcip c '99di 6 Poledwal WWZ'c WwOt x Z86 x M 99 t, OUMBISAJ0 ',A OZ omte,ad.mluwC.,v q k WIViun,la YM t5b 1_C`1 X96`9 At M19 4 A9 44 AS ZZ AtLZ 'n'l MtL M i m it ,19F, jo e^wodwal p03 pus g t AV W,,goodv MC+ –A X08-d' 19A00 �UOJ suo!suaw!a e I 1 11 v 11 a 11-1 1 1 e - * 1 1 1 u I e 11 4 1 0014 %,nu L poods pu,m po buqVIDdO W-4 10 PUn 'P MIS) "OWPU00 Mai plvpupts sop-l3 W)UeJ JGm Uoleogmejo uoqeDqddV v6 - q .11 s — ' .11L. ' — ';i 1—'- (,,I) lue4ino pnoj o ljoqS AUC ATK (10A) 0601joA pnuo uodo ------- — — ----- ------ yCol V06'1 4 (dwj) lvajjno Ouqejado tunwoo A6 U cle(I le*!jl*ol3 SOS IS )'� tad 1 7 G aotwildW00 HOV3 i - 3m���Mrl j ua l s m aj js�w lies paj�pojoav zmm� jeloSueipeue:) ot f,luejjem jndjno jamod jeauqie9A 9 Jo 4pax a s o 00 - a*uejstsoj Ueql puaBupunoA o4ne laouejeadde ssaluiess apa4lsee 'Sisoo walsAs fewiu�w jo an�eA pappe 041 siewo1sno siaJ40'swalsh 6ullunow jo sodAl aidspnw jol pauB�sap appow u IXOU 9 41' 9 43m 4 N OWPOW 10 1 0 S U IXON az;fiv r�2jnjejo'd gojjjooft!jeiado ew�oN voo 6 VII 'P voil 0d%VC'0 _nst OOA JuqQ!)jaoD enjejodwaL AtZE At Wpo voce vik'R - - ---- xLwd - - ----------- --L--"'------"l' AZ QC AVOC A0W M992 J mosz MW s04sP8PeJe40 ainjejedWsL XdGGZ/0GZ/9VZl017Z/9CZ X08-d' 19A00 �UOJ suo!suaw!a e I 1 11 v 11 a 11-1 1 1 e - * 1 1 1 u I e 11 4 1 0014 %,nu L poods pu,m po buqVIDdO W-4 10 PUn 'P MIS) "OWPU00 Mai plvpupts sop-l3 W)UeJ JGm Uoleogmejo uoqeDqddV v6 - q .11 s — ' .11L. ' — ';i 1—'- (,,I) lue4ino pnoj o ljoqS AUC ATK (10A) 0601joA pnuo uodo ------- — — ----- ------ yCol V06'1 4 (dwj) lvajjno Ouqejado tunwoo A6 U cle(I le*!jl*ol3 SOS IS )'� tad 1 7 G aotwildW00 HOV3 i - 3m���Mrl j ua l s m aj js�w lies paj�pojoav zmm� jeloSueipeue:) ot f,luejjem jndjno jamod jeauqie9A 9 Jo 4pax a s o 00 - a*uejstsoj Ueql puaBupunoA o4ne laouejeadde ssaluiess apa4lsee 'Sisoo walsAs fewiu�w jo an�eA pappe 041 siewo1sno siaJ40'swalsh 6ullunow jo sodAl aidspnw jol pauB�sap appow u IXOU 9 41' 9 43m 4 N OWPOW 10 1 0 S U IXON This tarrHiy of strigle-phaso string mverters cornplerirents he typtcai murnbei of rooftop solar marreis enabling horne-owners to get the "nost efficient energy harvesting for the size of the property. T,his inverier offers a dual infeut section that processes two Sri ings with independent Mun ple Power Point Tra(:01g (MPPT), This is especiaHy useful for rooftop instaRafions with two different orientations from two sub-arrays oriented in different directions. (For example: East and West) The dual input sections with independent MPPT enable a more optimal energy harvesting condition. The high-speed MPPT offer's teak finie poover tracking and iniproved energy harvesfirig, The flat efficiency curve ensures high efficiency at all output levels allowing a consistent and stable performance across the entire input voltage and output power range. The transforimeriess operation gives the highest efficiency of up to 97.0%. The wide input voltage range makes the inverter suitable to low power mstWiations with reduced string size. This rugged outdoor inverter has been designed to be a corn;:getely seated unit aUe to withstand the harshest environmental conditions, HigWights� - Single phase and soR phase output grid connection. - Wide input range for increased stringing flexibility. - The high speed and precise MPPT algorithm offers real time power tracking and improved energy harvesting. - Outdoor NEMA 4X rated enclosure for unrestricted use under any envirreltmentai conditions, - Integrated DC disconnect switch in compliance with international Standards (-S Version). Power and productivity for a better world "'ABB Additional highiights� RS-485 communication interface (for connection to laptop or data �oggeft' Integrated Are Fauit Detection and Interruption (-A Version), Tochnic data and Itypes A= ..... ..... .. Tyric cacit PVt 10, OU7 D US -S PW_a.i" 0i" To US PV8 -3,9 OUTD UI PVs 4,2-OUlf) US Nomirrai output power 300OW 36o vs` jab W 4200''A' 3000 3300' 3300 3600 4000' 400V 00 V 33 4200' 4200 4200 4600' 4600' f0aximurn output power wattage W W W W w w W of W of W W axed qnq!rPD vctta pe 208V 2404 277V 208V 240V 2777 208V 240V 277V 208V 240V 277V htpy! isce @C) Nurolca 6� independent M.Por channels 2 2 2 2 Maximum usabie power for each channel 20000 30000 310C)OW 30000 Absolute maiarriurn voltage pi'max) 6000 Start-up voltage (Venirt) 200V (aqK 120 350V) Full power MPPT voltage range 160.530V 120.530V 140-5300 140-53to' Operating MPPT voltage range 0.7 x Vioat', - 580V (>90ri) Maximurn Current Oromaxt for loch! MPP7 in 20A 32A 32A 32A paralke hilaximum usable current car channel 10A 16A #lsk 16A Mammurn short crocst current &irnll per 12,5A 20 OA 20,OA 20 OA channet Number of were landing olrmrseS per channel 2 pairs a� ler, nr ------ I— _', '.A[54Z ------- . . ..... 1 O, 7 Fa Grid connection type 2W i2. lopv` 2W 2W 0/34S 2W 2W 0/3W i 2W To 013W 2W 183- 211 � 244. 183- 211 244- 183- 211 244 ?83- 211 244- Adjustable vortage range (Vnim Vrstih (V) 228V 264V 304V 228V 264V 304V 228V 2644 304V 2288 264V 304V Grid frequency 6GHz Adfustatoe grid frequency range 57 14,5 14,5 1 ,20 17,2 16.0 160 16o 16 0 160 20o 20,0 20,0 Maxsnurn, current s,�.,_l A , A.., A., A A o A,, A., A A A,., A Power factor 0,995 Toes hannorric simlortion at rated power < 2% rwr winnn uprinowlinn tvne Terrriirol} block, Pressure comic, AWGI O" AVAS4 Keverse polarin Protection vcsa Over-voinste protection type Varistor, 2 for each channia PV arrav around fault detection furs start-op raise and Dynamic GFDiterquiles floalung arrays) eprisfection type Varistor, 2 (L, - Li / L, - Q �C OCPD R 20A ,, ?0, 15 - 25 2 20A, , 20A A _?!i y _ 2 A ao _ 2 � _N, fficsincy 96.9% 97% 97% 973, I'•l, 96% A811001,1 air operating temperature range - ij-r tu +v r m vwdt-V ae —, I k1. Ambient air storage temperature range 140"F to � 17 6 f -40 to X60 RisaInve humidity 0.100 t,, RH condensing Acoustic noiss emorsion sivef, < 50 do o,3 01 or Mawmurn operating aititucle without derating 6560 e f2000 m) 2 ABB solar Inverters l Product flyer for Pefr3-0/3,613,814.2-1 L-OUTD V CITY OF WHEAT RIDGE Building Inspection Division (3 Inspection line 3 03 • - (303) 237-8929 Fax ) Inspection JobAddress: Permit Number: Z61q Complete all information on BOTH sides of this form (option MiTek Industries, Inc. Wed May 22 14:51:55 2013 Pa 1 TrOHglhEHCRKPonW1 hw6woOSPesYu9H9HZDv21 Scale: 1/4"=1' 5x6 WB= 45 6 3x4 = 26 1 2 25 24 23 22 21 20 19 18 17 16 15 3x4 - 3x4 II 21 -0 -0 14-8-0 14.8 Plate Offsets (X,Y): [5:0 -3 -0 0 -3-41 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.29 Vert(LL) -0.00 13 n/r 120 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.09 Vert(TL) -0.01 14 n/r 120 BCLL 0.0 ' Rep Stress Incr Yes WB 0.09 Horz(TL) 0,00 15 n/a nla BCDL 10.0 Code IRC2009/TPI2007 (Matrix) 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 purlins, except BOT CHORD 2x4 SPF No.2 end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing, Except: OTHERS 2x4 SPF No.2 9 -2 -13 oc bracing: 24 -25. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer [installation guide. REACTIONS All bearings 14 - - 0. (lb) - Max Horz25= 329(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 25, 16, 17, 18, 19, 20, 21, 22, 23 except 15=- 124(LC 6), 24=- 288(LC 6) Max Grav All reactions 250 lb or less at joint(s) 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 except 25= 278(LC 6) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13 -15 =- 212/268, 2 -25 =- 358/162 BOT CHORD 24 -25= 410/148 WEBS 2 -24 =- 137/503 NOTES 1) Wind: ASCE 7 -05, 105mph (3- second gust), TCDL= 6.Opsf; BCDL= 6.Opsf, h =25ft, B =45ft; L =24ft, eave =4ft, Cat. II; Exp C. enclosed, MWFRS (all heights) and C -C Exterior(2) - 0 -11 -0 to 2 -1 -0, Interior(1) 2 -1 -0 to 15 -9 -0 zone; cantilever left and right exposed , end vertical left and right exposed,C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 5 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1 -4 -0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 10) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 15, 25, 16, 17, 18, 19, 20, 21, 22, 23, and 24. This connection is for uplift only and does not consider lateral forces. 11) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard tr-sa 14.6-0 -11 14 -2.8 - —� r 038 2 -50 V2 y� 10 11 1 'Job russ � �FLAT ype NT_ 7120 G2 TRUS S ProBuild, Joe Murphy 0.17 -0 lF s sy y-o-u 10.9-0 0.11-0 ,r„ 9 -2-8 1-3-0 10 Scale = 1:20.8 3x4 ', 19 -0 -0 LOADING(psf) SPACING 2 -0 -0 CSI TCLL 30.0 Plates Increase 1.15 TC 0.11 TCDL 10.0 Lumber Increase 1.15 BC 0.07 BCLL 0.0 Rep Stress Incr Yes WB 0.03 BCDL 10.0 Code IRC2009/TP12007 (Matrix) LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 DEFL in (loc) I /dell Ud PLATES GRIP Vert(LL) -0.00 9 n/r 120 MT20 197/144 Vert(TL) -0.01 10 n/r 120 Horz(TL) 0.00 11 n/a n/a Weight 38 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation nuide . REACTIONS All bearings 9 -6 -0. - (lb) - Max Horz 18= 167(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 18, 12, 13, 14, 15, 16 except 11=- 134(LC 9), 17=- 116(LC 6) Max Grav All reactions 250 lb or less at joint(s) 18, 11, 12, 13, 14, 15, 16, 17 FORCES (lb) - Max. Comp. /Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9 -11 =- 211/276 NOTES 1) Wind: ASCE 7 -05; 105mph (3- second gust); TCDL= 6.Opsf; BCDL= 6.Opsf; h =25ft; B =45ft; L =24ft, eave =2ft Cat II; Exp C, enclosed, 9 MWFRS (all heights) and C -C Corner(3) - 0 -11 -0 to 2 -1 -0, Exterior(2) 2 -1 -0 to 10 --0 zone; cantilever left and right exposed : end vertical left and right exposed;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) Truss designed for wind loads in the plane of the truss only For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 5 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1 -4 -0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 10) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 18, 11, 12, 13, 14, 15, 16, and 17. This connection is for uplift only and does not consider lateral forces 11) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job russ russ Type NT 120 G3 Monopltch Truss ProButltl, Jce Murphy 1-41 - i-0 532 _10 -2 -12 15.24 20-2-0 26 -11-4 11 4 -11 -10 4 -11 -10 4-11 -10 4 -11 -10 6.9-4 03-8 11 12 4 2x4 II 0 19 -0-0 21 -0 -0 5-3-2 10 -2 -12 15-2 -6 20 -2-0 26 -11-4 34-0 532 411 -10 4 -11 -10 Plate Offsets (X Y): [2:0 -8 -7 Edge] ge] [9:0 -3 -0 Ed [17:0 -2 -4 0 -2 -e] 4-11 -10 I 6-94 7 -0-12 - - LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.88 Vert(LL) -0.50 16 >816 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.94 Vert(TL) -1.00 16 -17 >405 180 MT20H 148/108 BCLL 0.0 ' Rep Stress Incr Yes WB 0.97 Horz(TL) 0.26 13 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix -M) Weight: 163 lb FT = 0% LUMBER BRACING TOP CHORD 2x6 SPF 2100F 1.8E 'Except' TOP CHORD Structural wood sheathing directly applied or 2 -2 -0 oc purlins. except T1: 2x4 SPF 240OF 2.OE, T2: 2x4 SPF 165OF 1.5E end verticals. BOT CHORD 2x4 SPF 165OF 1.5E 'Except` BOT CHORD Rigid ceiling directly applied or 2 -2 -0 oc bracing. Bl: 2x4 SPF 240OF 2 OE, B3: 2x4 SPF No.2 WEBS 1 Row at midpt 8-14.10-13 WEBS 2x4 SPF No.2 SLIDER Left 2x8 DF 1950E 1.7E 3 -0 -0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 13= 1806/0 -5 -8 (min. 0- 2 -13), 2= 1765/0 -5 -8 (min. 0 -1 -15) Max Horz 2= 360(LC 6) Max Upliftl3=- 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 =- 439/83, 3 -4 =- 4071/885, 4 -5 =- 4454/966, 5 -6 =- 4419/973, 6 -7 =- 38111844, 7 -8 =- 5305/1225, 8- 9=- 2394/540, 9- 10=- 2345/551, 11 -13 =- 347/224 BOT CHORD 2- 20=- 1086/3897, 19 -20 =- 1086/3897, 18- 19=- 1086/3897, 17- 18=- 1097/4348, 8 -15 =- 262/1410, 14 -15 =- 1309/5194, 13 -14 =- 609/2303 WEBS 4 -18 =- 66/480, 6 -17 =- 760/208, 7- 17=- 1196/381, 15- 17=- 99113966, 7 -15 =- 406/1549, 8- 14=- 3128/775, 10- 14=- 172/1213, 10- 13=- 2685/660 NOTES 1) Wind. ASCE 7 -05, 105mph (3- second gust); TCDL= 6.Opsf; BCDL= 6.Opsf, h =25ft, B =45ft, L =34ft, eave =oft; Cat. II; Exp C; enclosed; MWFRS (all heights) and C -C Exterior(2) - 0 -11 -0 to 2 -5 -13, Interior(1) 2 -5 -13 to 35 -3 -0 zone; cantilever left and right exposed ; end vertical left and right exposed,C -C for members and forces & MWFRS for reactions shown, Lumber DOL =1.60 plate grip DOL =1.60 2) All plates are MT20 plates unless otherwise indicated 3) Plates checked for a plus or minus 5 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 6) One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13 and 2 This connection is for uplift only and does not consider lateral forces. 7) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 0 d N LOAD CASE(S) Standard 34 -M 35-3-0 7-0-12 13-0 Scale = 1:58.3 2.50 12 3x4 II 20 " 18 17 16 8x12 11 6x12 MT20H WB= 3x4 = 5x10 = 2x4 11 _1120 IG3G Truss la" iv:vlUnwgaWAJTUVIiI VVluvnNl ZUyAN- U6MGZVI (jabgF5kx07YLU7fJGM7MisOymczDv2F 11 5 -3 -2 10.2 -12 15 241 20.2-0 26- 114 34-0-0 35 11 4 -11 -10 4 -11 -10 4 -11 -10 411 -10 5.9.4 7-0-12 13-0 03.6 2.50 12 3x4 11 Scale= 1:59.3 11 12 8x12 II 6x12 MT20H VVB = 3x4 = NAILED 5x10 = NAILED 2x6 II BOT CHORD Rigid ceiling directly applied or 2 -2-0 oc bracing. WEBS 2x4 'i NAILED NAILED NAILED NAILED MiTek recommends that Stabilizers and required cross bracing be 19 -0-0 Installation guide. 5 3 2 10-2 -12 15-2-6 20-2-0 26.114 5-3-2 411 -10 411 -10 411 -10 6-94 Plate Offsets MY): [2.0 -8 -7 Edge] [9:0 -3-0 Edge] [14:0 -3 -8 0-1-81 [15:0-10-4,0-5-01. [17:0 -1 -12 0-2-8] LOADING(psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft L/d TCLL 30.0 Plates Increase 1.15 TC 0.99 Vert(LL) -0.53 16 -17 >761 240 TCDL 10.0 Lumber Increase 1.15 BC 0.98 Vert(TL) -1.04 16.17 >389 180 BCLL 0.0 ' Rep Stress Incr Yes VVB 0.96 Horz(TL) 0.25 13 n/a n/a BCDL 10.0 Code IRC2009rTP12007 (Matrix -M) LUMBER TOP CHORD 2x6 SPF 2100F 1.8E *Except* T1: 2x4 SPF 240OF 2.OE, T2: 2x4 SPF 165OF 1.5E BOT CHORD 2x4 SPF 240OF 2.0E 'Except' B3: 2x4 SPF No.2, B2: 2x4 SPF 165OF 1.5E WEBS 2x4 SPF No.2'Except* W7: 2x4 SPF 165OF 1.5E SLIDER Left 2x8 DF 1950F 1.7E 3 -0 -0 REACTIONS (lb /size) 13= 1905/0 -5 -8 (min. 0 -2 -1), 2= 1899/0 -5 -8 (min. 0 -2 -1) Max Horz2= 360(LC 6) Max Upliftl3=- 537(LC 5), 2=- 543(LC 5) 21 -" PLATES GRIP MT20 197/144 MT20H 148/108 Weight: 163 lb FT = 0% 4 N BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2 -2-0 oc bracing. WEBS 1 Row at midpt 8-14,10-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3= 459/103, 34= 4442/1233, 4- 5= 4951/1432, 5 -6= 4916/1441, 6-7= 4245/1251, 7- 8=- 5824/1713,8 -9 =- 2562/696,9 -10 =- 2513x708,11 -13 =- 346/224 BOT CHORD 2- 20=- 1420/4252, 19- 20=- 1420/4252, 19 -26 =- 1420/4252, 18 -26 =- 1420/4252, 18 -27 =- 1557/4837, 27- 28=- 1557/4837, 17 -28 =- 1557/4837, 8- 15= 469/1627, 14 -15 =- 1789/5704,13 -14 =- 763/2468 WEBS 4- 18=- 199/622, 6 -17 =- 8341278, 7- 17=- 1240/423, 15 -17 =- 1413/4414, 7 -15= 489/1638, 8- 14=- 3500/1127,10 -14 =- 29511345,10 -13= 2879/841 NOTES 1) Wind: ASCE 7 -05; 105mph (3- second gust); TCDL= 6.Opsf; BCDL= 6.Opsf; h =25ft; B =45ft; L =34ft; eave =oft; Cat. II; Exp C; enclosed; MWFRS (all heights) and C -C Exterior(2) - 0 -11 -0 to 2 -5 -13, Interior(1) 2 -5 -13 to 35 -3 -0 zone; cantilever left and right exposed ; end vertical left and right exposed;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 5 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 6) One RT7A LISP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13 and 2. This connection is for uplift only and does not consider lateral forces. 7) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) "NAILED" indicates 3 -1 Od (0.148 "x3') or 3 -12d (0.148 "x3.25 ") toe - nails. For more details refer to MiTek's ST- TOENAIL Detail. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.15, Plate Increase =1.15 Continued on page 2 20 „ co 18 cr go 17 Zu 3U 16 russ russ ype y NT 1120 G3G Monopitch Truss 1 1 tional Job Reference ProBuikl, Joe Murphy - Run: 7.350 s Sep 27 2012 Print: 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed May 22 1451:58 2013 Page 2 ID:VtOnwg3wX 3YQvCGVVTU9nN IzDyXN- O6HCzVtGabg F5kx0?YLU7fJGM7brfYilE sOymczDv2F 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(B) 27=-39(B) 28=-39(B) 29=-39(B) 30=-39(B) (Job cuss russ ype NT 720 G4 Mono pitch Truss ProBuild, Joe Murphy 1� -R-1 179, 8 -7 -12 17 -0-0 8-4-4 8d-4 0 -3 -8 10 1 6x12 MT20H NB- 19-0 -0 19 -0-0 11 -5-3 22 -6 -13 34 -0.0 11 -5-3 11 -1 -11 Plate Offsets (X,Y): [21 -t0 -8 Edae] f2:0-5-2 [9:0 -2 -0 0 -1 -12] 11 -5_3 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 47.0 Plates Increase 1.15 TC 0.90 Vert(LL) -0.51 11 -12 >800 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.90 Vert(TL) -1.00 11 -12 >408 180 MT20H 148/108 BCLL 0.0 ' Rep Stress Incr Yes WB 0.83 Horz(TL) 0.20 11 n/a n/a BCDL 10.0 Code IRC2009ITP12007 (Matrix -M) Weight: 157 lb FT = 0% LUMBER BRACING TOP CHORD 2x6 SPF 210OF 1.8E TOP CHORD Structural wood sheathing directly applied or 2 -2 -0 oc purlins, except BOT CHORD 2x4 SPF 240OF 2.0E 'Except* end verticals. B2: 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 7 -3 -15 oc bracing. WEBS 2x4 SPF No.2 *Except* WEBS 1 Row at midpt 9-11,6-12 W5: 2x4 SPF 1650F 1.5E 2 Rows at 1/3 pts B -11 SLIDER Left 2x6 SPF 2100F 1.8E 3 -0 -0 MiTek reoommends that Stabilizers and required cross bracing be [installed during truss erection, in accordance with Stabilizer REACTIONS (lb /size) 11= 2543/0 -5 -8 (min. 0- 2 -12), 2= 2403/0 -5 -8 (min. 0 -2 -10) Installation uide. Max Horz 2= 409(LC 8) Max Uplift11=- 442(LC 5), 2=- 419(LC 5) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2 -3 =- 1051/9, 3 -4 =- 6270/1040, 4 -5 =- 5741/875, 5 -6 =- 5682/888, 6 -7 =- 3549/536, 7 -8 =- 3374/554, 9 -11 =- 578/245 BOT CHORD 2- 15=- 1228/6022, 14- 15=- 954/4893, 13 -14 =- 954/4893, 12 -13 =- 954/4893, 12 -21 =- 56112662, 21- 22=- 561/2662, 11 -22 =- 561/2662 WEBS 4 -15 =- 581/278, 6 -15 =- 69/838, 6 -12 =- 1892/467, 8 -12 =- 154/1675, 8 -11 =- 3207/599 NOTES 1) Wind. ASCE 7 -05, 105mph (3- second gust), TCDL= 6.Opsf, BCDL= 6.Opsf, h =25ft, B =45ft. L =34ft, eave =oft, Cat. II; Exp C, enclosed, MWFRS (all heights) and C -C Exterior(2) - 0 -11 -0 to 2 -5 -13, Interior(1) 2 -5.13 to 35 -3 -0 zone; cantilever left and right exposed ; end vertical left and right exposed,C -C for members and forces & MWFRS for reactions shown, Lumber DOL =1.60 plate grip DOL =1.60 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 5 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 11 and 2. This connection is for uplift only and does not consider lateral forces. 7) This truss is designed in accordance with the 2009 International Residential Code sections R502 11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 2544 34 -" 353-0 84-4 -- — }- 8 -7 -12 1JA Scale = 1:57.6 2.50 12 04 II 10x10 II sxa = bx1Z MIZOH wB- 5x6 = 3x10 MT20H= � Jo6 russ russType NT 120 GE1 Special Truss ProBuild, Jce Murphy . v.�unyanna � wuvvv I uarnncuynrviVr - 0-11 - 19 -0 �3-8 2-0-0 011-0 0 1 0-3-8 1 -8-8 2.50 12 2x4 II 1livo 1 19-0 -0 Scale = 1:9.7 2-0-0 2 -0-0 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in floc) I /deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.06 Vert(LL) -0.00 5 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.02 Vert(TL) -0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix -M) Weight: 7 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2 -0 -0 oc purlins. except BOT CHORD 2x4 SPF No.2 end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed d truss erection, in accordance with Stabilizer Installation REACTIONS (lb/size) 4 =59 /Mechanical, 5= 197/0 -3 -8 (min. 0 -1 -8) Max Horz 5 =63(LC 6) Max Uplift4= -25(LC 6), 5=- 113(LC 5) FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown NOTES 1) Wind. ASCE 7 -05, 105mph (3- second gust); TCDL= 6.Opsf, BCDL= 6.Opsf, h =25ft, B =45ft, L =24ft, eave =oft; Cat. II; Exp C, enclosed; MWFRS (all heights) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed,C -C for members and forces & MWFRS for reactions shown, Lumber DOL =1.60 plate grip DOL =1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. 8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI /TPI 1. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard a 1 cuss russ Type NT_1120 GE2 Monopitch Truss ProBuild, Joe Murphy 011-0 11- 114038 Iv.rivmyovna1W(; VvIVVIIIVILLlyATI -Nj 0-11-0 0-3-8 1-8 -0 2.50 f 12 4x6 = 3 Plate Offsets (X,Y): [6:0- 2- 0,0 -0] LOADING(psf) SPACING 2 -0 -0 CSI TCLL 30.0 Plates Increase 1.15 TC 0.06 TCDL 10.0 Lumber Increase 1.15 BC 0.01 BCLL 0.0 ' Rep Stress Incr Yes WB 0.00 BCDL 10.0 Code IRC2009/TPI2007 (Matrix -M) DEFL in (loc) I /deft L/d Vert(LL) -0.00 5 >999 240 Vert(TL) -0.00 5 >999 180 Horz(TL) -0.00 7 n/a n/a LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BOT CHORD OTHERS 2x4 SPF No.2 REACTIONS (lb /size) 5= 195/0 -5 -8 (min. 0 -1 -8), 7= 27/0 -1 -8 (min. 0 -1 -8) Max Horz 5 =46(LC 6) Max Uplift5=- 106(LC 5), 7= -13(LC 6) FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. 3x4 = Y r d PLATES GRIP MT20 197/144 Weight: 7 lb FT = 0% Scale = 1.97 Structural wood sheathing directly applied or 1 -11 -8 oc purlins, except end verticals. Rigid ceiling directly applied or 10 -0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind- ASCE 7 -05; 105mph (3- second gust), TCDL= 6.Opsf, BCDL= 6.Opsf; h =25ft, B =45ft, L =24ft, eave =oft; Cat. 11, Exp C, enclosed, MWFRS (all heights) and C -C Extenor(2) zone: cantilever left and right exposed ; end vertical left and right exposed.0 -C for members and forces & MWFRS for reactions shown. Lumber DOL =1.60 plate grip DOL =1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5 and 7. This connection is for uplift only and does not consider lateral forces. 8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802 10.2 and referenced standard ANSI/TPI 1. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �- 1 -1143 i -11-8 LOAD CASE(S) Standard 11- 3"f 12 -6 -14 Qnerg s analysis. Insight. answers. ENERGY CODE INSPECTION CHECKLIST Date: January 10, 2014 Rating No.: Simulated Performance Analysis Building Name: New Town Builders Rating Org.: EnergyLogic, Inc Owner's Name: New Town Homeowner Phone No.: 970.532.3220 1.800.315.0459 Property: 1120 End Perrins Row Rater's Name: Peter Oberhammer Address: Wheatridge, CO 80033 Rater's No.: 9189857 Builder's Name: New Town Builders Weather Site: Denver, CO Rating Type: Based On Plans File Name: 1120 End Perrins Row.blg Rating Date: 01110/14 Building Information Conditioned Area (sq ft): 1633 Conditioned Volume (cubic ft): 17330 Insulated Shell Area (sq ft): 4388 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed below will change in the field from what has been input in the analysis. EnergyLogic, Inc's field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. ^7JY bl ►- R sF i Ceilings: [ ] 1. Attic: R -38 Blown Attic G1 (666 s.f.) R -25.0 continuous insulation, R -13.0 cavity insulation. Name: Flat Insulation Grade: 1 II III Face/Inset Comments /Location [ ] 2. Attic: R30 Blow Open G1 (73 s.f.) R -17.0 continuous insulation, R -13.0 cavity insulation. Name: Flat edge Insulation Grade: 1 II III Face / Inset Comme Above -Grade Walls: APPROVED Subject to Field Inspections Wheat Midge Building Dept. pfG'F'S Date: / _,� Plan checker 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. 0 ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 2 (] 1. Wall: x6 16oc BF /R23 G1 (616 s.f.), Between conditioned space and ambient R -0.0 continuous insulation, R -23.0 cavity insulation. Name: Front 2x6 Insulation Grade: 1 II III Face / Inset Comme [ ] 2. Wall: x4 16oc FB /R13 G1 (770 s.f.), Between cond and another cond unit (adiabatic) R -0.0 continuous insulation, R -13.0 cavity insulation. Name: Left 2x4 common Insulation Grade: I If III Face / Inset Comments /Locatio [ ] 3. Wall: x6 16oc BF /R23 G1 (440 s.f.), Between conditioned space and ambient R -0.0 continuous insulation, R -23.0 cavity insulation. Name: Back 2x6 Insulation Grade: 1 II III Face / Inset Comments /Locati [ ] 4. Wall: x6 16oc BF /R23 G1 (770 s.f.), Between conditioned space and ambient R -0.0 continuous insulation, R -23.0 cavity insulation. Name: Right 2x6 Insulation Grade: 1 II III Face / Inset Comments /Location [ ] 5. Wall: x6 16oc BF /R23 G1 (176 s.f.), Between conditioned space and garage R -0.0 continuous insulation, R -23.0 cavity insulation. Name: Garage 2x6 Insulation Grade: 1 II III Face / Inset Comments /Location Windows and Skylights: Window -to -Wall Area Ratio: 0.16 [ ] 1. Window: Low E 30 / 30 (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 /Locatio [ ] 2. Window: Low E 30 / 30 (98 s.f., North), U- Value: 0.300, SHGC: 0.300 For windows without labeled U- factors, describe features: Name: Back 2x6 Orientation: North REM /Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. © 1985 -2013 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 3 Comments /Locati 3. Window: Low E 30 / 30 (84 s.f., East), U- Value: 0.300, SHGC: 0.300 For windows without labeled U- factors, describe features: Name: Right 2x6 Orientation: East Comments /Location Doors: 1. Door: R 6.2 no storm (22 s.f.), R -Value 6.2 Comments /L [ ] 2. Door: R 5 Garage Entry (18 s.f.), R -Value 5.0 Comments /Location Frame Floors: [ ] 1. Floor: F -Glass 16oc 12" G1 (469 s.f.), Between conditioned space and garage R -0.0 continuous insulation, R -50.4 cavity insulation. Name: Garage Insulation Grade: 1 II III Face/Inset Comments /Loca [ ] 2. Floor: F -Glass 16oc 12" G1 (57 s.f.), Between conditioned space and ambient conditions R -0.0 continuous insulation, R -50.4 cavity insulation. Name: Cant Insulation Grade: 1 II III Face / Inset Comments /Location Slab Floors: [ ] 1. Slab: R1 0-S1 0'w/R1 0-P1 8"G1 (213 s.f.) R -10.0 perimeter insulation, R -10.0 under slab insulation. Name: Slab Insulation Grade: 1 II III Face / Inset Comments /Loca Rim and Band Joists: 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. C�7) ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 4 1. Joist: Ambient (92 s.f.), Between conditioned space and ambient R -0.0 continuous insulation, R -19.0 cavity insulation. Name:Ambient Insulation Grade: 1 II III Face / Inset Comments /Location 2. Joist: Party (46 s.f.), Between cond and another cond unit (adiabatic) R -0.0 continuous insulation, R -13.0 cavity insulation. Name: Party Insulation Grade: 1 11 III Face / Inset Comments /Location Mechanical Equipment: 1 Heating: Fuel -fired air distribution, Natural gas, 92.1 AFUE. Make and Model Number: 2. Cooling: Air conditioner, Electric, 13.0 SEER. Make and Model Number: 3. Water Heating: Conventional, Natural gas, 0.62 EF, 40.0 Gal. Make and Model Number: Mechanical Ventilation System: Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Exhaust Only, 46 cfm, 24.0 hrs /day, 15.0 watts. System description (make): Air Leakage Control: [ ] Blower Door Test at Final [ ] House is air - sealed so as to achieve 3.00 ACHSO or less at final blower door test. (Max CFM50 is: 867) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. INFILTRATION REQUIREMENTS FOR IECC. 2009 IE I limit for the design home is 7 ACH — 201 IECC I l imit for the design home is 3 ACHSO. 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. ij ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 5 Duct Leakage and Insulation: Duct System 1 Leakage to Outside and Total Duct Leakage Duct System 1 Leakage to Outside is specified in REM /Rate at 1.000 CFM @ 25 Pascals Duct System 1 Total Duct Leakage is specified in REM /Rate at 1.000 CFM @ 25 Pascals DUCT LEAKA C ODE REQUIREMENTS FOR IECC 2009 IECC Postconstruction Leakage Test: Duct Leakage to Outdoors <= 8 CFM25/10 sq ft CFA. 2009 IECC Rough in Test with AHU: Total Duct Leakage <= 6 CFM25 / 100 sq ft CFA. 2009 IECC R in Test wi AHU: Total Duct Leakage — 4 CFM25 / 1 sq ft CFA. 2012 IECC Postconstruction Leakage Test Total Duct Leakage — 4 CFM25 / 100 sq ft CFA. 2012 IECC Rough in Test with AHU: Total Duct Leakage <= 4 CFM25 / 100 sq ft CFA. 2012 IECC Rough in Test without AHU: Total Duct Leakage <= 3 CFM / 100 sq ft C FA. NOTES 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 STAR VERSION 3 HOME REPORT Date: January 10, 2014 Rating No.: Simulated Performance Analysis Property: 1120 End Perrins Row Rating Org.: EnergyLogic, Inc Wheatridge, CO 80033 Rater's Name: Peter Oberhammer Builder's Name: New Town Builders Rater's ID: 9189857 Building Name: New Town Builders Rating Date: 01/10/14 Projected Rating: Based on Plans - Field Confirmation Required. Normalized, Modified End -Use Loads (MMBtulyear) ENERGY STAR As Designed Heating: 19.8 16.5 Cooling 9,8 7 Water heating: 11.0 10.8 Lighting &A ppliances: 19.1 20.2 Total: - - - -- 59.8 54.7 HERS Index of Reference Design Home 72 66 HERS Index w/o PV HERS Index Target (SAF Adjusted) 72 66 HERS Index Size Adjustment Factor: 1.00 HERS Index w/o PV <= 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 XD Duct leakage at post construction better than or equal to ENERGY STAR v3.0 requirements. X� Envelope insulation levels meet or exceed ENERGY STAR v3.0 requirements. X❑ Slab on Grade Insulation must be > R -5, and at IECC 2009 Depth for Climate Zones 4 and above. a Envelope insulation achieves RESNET Grade I installation, or Grade II with insulated sheathing. X❑ Windows meet the 2009 IECC Requirements -Table 402.1.1. Duct insulation meets the EPA minimum requirements of R -6. X❑ Mechanical ventilation system is installed in the home. ENERGY STAR Checklists fully verified and complete. 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. © 1985 -2013 Architectural Energy Corporation, Boulder, Colorado. ENERGY STAR VERSION 3 HOME REPORT New Town Builders Page 2 Pollution Prevented Type of Emissions Carbon Dioxide (CO2) - tons /yr Sulfur Dioxide (S02) - Ibs /yr Nitrogen Oxides (NOx) - Ibs /yr Energy Cost Savings ($ /year) Reduction Heating: 3.1 Cooling: 3.4 Water Heating: 8.4 Lights &Appliances: Total: The energy savings and pollution prevented are calculated by comparing the Rated Home to the ENERGY STAR Version 3 Reference Home as defined in the "ENERGY STAR Qualified Homes HERS Index Target Procedure for National Program Requirements, Version 3.0" promulgated by the Environmental Protection Agency (EPA). In accordance with RESNET Mortgage Industry National Home Energy Rating Systems Standards, building inputs affecting setpoints infiltration rates, window shading and the existence of mechanical systems may have been changed prior to calculating loads. $273 $85 $11 $88 $457 REM /Rate - Residential Energy Analysis and Rating Software v14.3 © 1985 -2013 Architectural Energy Corporation, Boulder, Colorado. (j) Mnwra,at ti o + .Nw 1Mi061 ENERGY STAR VERSION 3 HOME VERIFICATION SUMMARY Date: January 10, 2014 Rating No. Simulated Performance Analysis Property: 1120 End Perrins Row Rating Org.: EnergyLogic, Inc Ceiling Fan (cfm=att): Wheatridge, CO 80033 Rater's Name: Peter Oberhammer Builder's Name: New Town Builders Rater's ID: 9189857 Building Name: New Town Builders Rating Date: 01/10/14 Projected Rating: Based on Plans - Field Confirmation Required. Building Information Conditioned Area (sq ft): Conditioned Volume (cubic ft): Insulated Shell Area (sq ft): Number of Bedrooms: Housing Type: Foundation Type: Building Shell Ceiling w /Attic: Sealed Attic: Vaulted Ceiling: Above Grade Walls: Found. Walls (Cond): Found. Walls (Uncond) Frame Floors: Slab Floors: Mechanical Systems Heating Cooling Water Heating Programmable Thermostat: Ventilation System: Lights and Appliances 1633 17330 4388 3 Townhouse, inside unit Slab R -38 Blown Attic G1 U =0.026 None None x6 16oc BF /R23 G1 U =0.055 None None F -Glass 16oc 12" G1 U =0.024 R 10- S10'w /R 10- P18 "G1 U =0.044 Ratings HERS Index: 66 HERS Index w/o PV: 66 HERS Index Target (SAF Adjusted): 72 HERS Index of Reference Design Home: 72 Size Adjustment Factor: 1.00 Window/Wall Ratio Window Type: Window U- Value: Window SHGC: Infiltration: Duct Leakage to Outside Total Duct Leakage: 0.16 Low E 30/30 0.300 0.300 Htg: 3.00 Clg: 3.00ACHSO 1.00 CFM @ 25 Pascals 1.00 CFM @ 25 Pascals Fuel -fired air distribution, 55.0 kBtuh, 92.1 AFUE. Air conditioner, 30.0 kBtuh, 13.0 SEER. Conventional, Gas, 0.62 EF. Heat =Yes, Cool =Yes Exhaust Only: 46 cfm, 15.0 watts. Percent Interior Lighting: 90.00 Percent Garage Lighting: 0.00 Refrigerator (kWh /yr): 775.00 Dishwasher Energy Factor: 0.60 Ceiling Fan (cfm=att): 0.00 Clothes Dryer Fuel: Clothes Dryer EF: Clothes Washer LER: Clothes Washer Capacity Range /Oven Fuel: Electric 2.67 704.00 2.87 Electric 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. IN ENERGY STAR VERSION 3 HOME VERIFICATION SUMMARY New Town Builders Page 2 Note Where feature level varies in home, the dominant value is shown. This home MEETS OR EXCEEDS the EPA's requirements for an ENERGY STAR Home. HERS Index w/o PV — HERS Index of Reference Design Home AND HERS Index — HERS Index Target to comply. REM /Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. © 1985 -2013 Architectural Energy Corporation, Boulder, Colorado. (Z)nergyLogic analysis. Insight. answers. MowTwc 1H r - P 1 \ No. 199 8-088 F cCR foiTwito ~ 2009 IECCANNUAL ENERGY COST COMPLIANCE Date: January 10, 2014 Rating No.. Simulated Performance Analysis Building Name: New Town Builders Rating Org.: EnergyLogic, Inc Owner's Name New Town Homeowner Phone No.: 970.532.3220 1.800.315.0459 Property: 1120 End Perrins Row Rater's Name: Peter Oberhammer Address: Wheatridge, CO 80033 Rater's No.: 9189857 Builder's Name: New Town Builders Weather Site: Denver, CO Rating Type: Based On Plans File Name: 1120 End Pe« ins Row.blg Rating Date: 01/10/14 Annual Energy Cost ($) 2009 IECC A s D es ign ed Heating: 443 361 Cooling: 93 102 Water Heating: 184 184 SubTotal - Us ed to Determine Compliance: 72 6 47 Lights & Appliances: 678 672 Photovoltaics: -0 -0 Service Charge: 0 0 Tota I: 1398 1320 Window U- Factor Check (Section 402.5) Window U- Factor (Design must be equal or lower): 0.480 0.300 Home Infiltration (Section 402.4.2): Duct Leakage (Section 403.2.2): This home MEETS the annual energy cost requirements of Section 405 of the 2009 International Energy Conservation Code based on a climate zone of 5B. In fact, this home surpasses the requirements by 10.0 %. Name: Peter Oberhammer Organization: EnergyLogic, Inc Signature: 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 PASSES PASSES 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. 2009 IECC ANNUAL ENERGY COST COMPLIANCE New Town Builders Page 2 Blower door test: Htg: 3.00 Clg: 3.00ACHSO In accordance with IECC, building inputs, such as setpoints, infiltration rates, and window shading may have been changed prior to calculating annual energy cost. Furthermore, the standard reference design HVAC system efficiencies are set equal to those in the design home as specified in the 2009 IECC. These standards are subject to change, and software updates should be obtained periodically to ensure the compliance calculations reflect current federal minimum standards. 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. (Z)nerg analysis. Insight. answers, 4�p rAf �tDITATW 2012 IECC ANNUAL ENERGY COST COMPLIANCE Date: January 10, 2014 Rating No.: Simulated Performance Analysis Building Name: New Town Builders Rating Org.: EnergyLogic, Inc Owner's Name New Town Homeowner Phone No.: 970.532.3220 1.800.315.0459 Property: 1120 End Perrins Row Rater's Name: Peter Oberhammer Address: Wheatridge, CO 80033 Rater's No.: 9189857 Builder's Name: New Town Builders Weather Site: Denver, CO Rating Type: Based On Plans File Name 1120 End Perrins Row.blg Rating Date: 01/10/14 Annual Energy Cost ($) 2012 IECC A De Heating: 347 361 Cooling: 117 112 Water Heating: 184 184 SubTo - U s e d to D Compliance: 648 65 7 Lights & Appliances: 678 672 Photovoltaics: -0 -0 Service Charge: 0 0 Total: 1326 1329 ' Window U- Factor Check (Section 402.5) Window U- Factor (Design must be equal or lower): 0.480 0.300 Home Infiltration (Section 402.4.1.2): PASSES Duct Leakage (Section 403.2.2): PASSES Mechanical Ventilation (Section 403.5): PASSES 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: Peter Oberhammer Signature: Organization: EnergyLogic, 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. 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. 2012 IECC ANNUAL ENERGY COST COMPLIANCE New Town Builders Window -to -Floor Area Ratio: 0.20 Blower door test: Htg: 3.00 Clg: 3.00 ACHSO Page 2 In accordance with IECC, building inputs, such as setpoints, infiltration rates, and window shading may have been changed prior to calculating annual energy cost. Furthermore, the standard reference design HVAC system efficiencies are set equal to those in the design home as specified in the 2012 IECC. These standards are subject to change, and software updates should be obtained periodically to ensure the compliance calculations reflect current federal minimum standards. 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. f3 c o 0 0 0 I 0 0 0 N a) V � to V 0 0 0 U N � O T d a Q E 0 0 a, 0 0 0 u E 0 0 0 0 .� A C N N O co 00 f` O V� •C p O O O O o f � ai V U `» i» w= Z Z Z �i. E E pTj ~ o 0 N W d (0 O N O c c C a L = a) c 0 m W m m m m U U U ra O V O fa a C �0 M to O N O ao V a > T T> _ X .� � 2) m 2) to O a) O 3 C O m N N to N O n O O Q C C C co in a o z Q �°� O m U) w w w 0 m m a O c c c R m m ly o o o E .� v M m LL E w ra 0 0 < .�� E p v E a) ?) Z c c c > z v o N T 0) °' N U (D En a� E w m a) m rn x 0 ' z 0) .� N W c m O U Q c c c a �. 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U o J> E y Q" o a m r E g� U E c a 0 _0 10 v co cm c m e m o to � d c 0 0 o� r c g = 'C7 0 d m J W a M � N > ,c > d �a a @ <a o O N O o OU W U T N m � r+ C O ra 0 m HOC C T O 20 Vi a R .�, 3 U r T Q C m N a: N Co C CO 7 W U Z ra O .t C N 1 2 a O Q m D co N c o a) O N m 0m oT L W H d �62 Cf) (yj ffj Well CS NK .p AVI- cr ID FD' X CO EZ 0 C. < M (D CD o 0 (D 0 CS NK .p AVI- xo APPROVED Subject to Field Inspections Wheat Midge B ilding Dept. p Vo Date: Sign Plan checker 25x12" up to 1st Fir Low,7 ",100 CFM,Grille:12x6 )x4 SR- 220,8 ",167 CFM,Reg:14x6 NEWTOWN BUILDERS PERRIN'S ROW Plan 1120 jiptment locations, and local building code requirements may hinder customer comfort preferences. Continous blower operation may be required to equalize temperature differences. North Page Size: 8.5x11" Lower Level � Scale: 1/8" - 1'0" Drawn: Approved: Date: Job Number: Q 4" whisper green fan 00,5 ",32 CFM,Re9�10x4 146" Transfer Grille SR- 180,8 ",110 CFM,Reg:14x6 Kitchen /Dining Low,515 CFM,Grille:20x2O 14x10" up to 2nd floor 25x12" From Below 12'0" of 12x10 in 1st floor ceiling soffit 16'0" of 20x10" In 1st fir Ceiling soffit UP DN SR- 200,110 CFM,Reg:14x6 ■1 UPDN I Living APPR VED Subject to Fie Inspections Wheat Midge wilding Dept. NEWTOWN BUILDERS PERRIN'S ROW Plan 1120 SR- 170,7'',72 CFM,Reg:tOx4 SR- 160,7 ",72 CFM,Reg:10x4 ° CFM GIVEN HERE ARE THE LARGEST BETWEEN SEASONS TfIAT WILL BE REQUIRED FROM ELITE SOFTWARES MANUAL AND MAY USE COMMON ROOMS TO MAKE UP SUPPLY AIR CFM THAT IS REQUIRED AS SHOWN ON FLOOR PLANS. Page Size: 8.5x11" Main Floor Scale: 1/8" - 1'0" Drawn: Approved: Date: Job Number: Rhvac - Residential & Light Commercial HVAC Loads ■ Smith. Willis HVAC LLC 80125 Proiect Report Elite Software Development, Inc, NewTown Perrin's Row Plan 1120 End Unil Page Project Title: NewTown Perrin's Row Plan 1120 End Unit Designed By: Bob Guenther Project Date: Wednesday, October 19, 2011 Client Name: Newtown Builders Company Name: Smith And Willis Heating And Air LLC Company Representative: Bob Guenther Company Address: 12340 Mead Way Company City: Littleton, CO. 80125 Company Phone: (303)688 -4487 ext 102 Company E -Mail Address: bobpsmithandwillis.com Reference City: Wheatridge, Colorado Building Orientation: Front door faces West Daily Temperature Range: High Latitude: 39 Degrees Elevation: 5418 ft. Altitude Factor: 0.819 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 1 0.19 80% 50% 70 61.05 Summer: 91 59 15% 50% 75 -39 Check Figures Ad Total Building Supply CFM: 825 CFM Per Square ft.: 0.527 Square ft. of Room Area: 1,564 Square ft. Per Ton: 1,159 Volume (W) of Cond. Space: 14,881 Buildin Loads Total Heating Required Including Ventilation Air: 40,364 Btuh 40.364 MBH Total Sensible Gain: 17,606 Btuh 100 % Total Latent Gain: -1,413 Btuh 0 % Total Cooling Required Including Ventilation Air: 17,606 Btuh 1.47 Tons (Based On Sensible + Latent) Notes 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. (J Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads AC /hr Smith & Willis HVAC LLC ■ Littleton, CO 80125 AC /hr Mis cellaneous Rep rt Cu.ft. System 1 System 1 Outdoor Outdoor Input Data Dry Bulb Wet Bulb _ Winter: 1 0.19 Summer: 91 59 Duct Sizing Inputs in. Calculate: Use Schedule: Roughness Factor: Pressure Drop: Minimum Velocity: Maximum Velocity: Minimum Height: Maximum Height: Infiltration Specified: Infiltration Actual: Above Grade Volume: Main Trunk AC /hr Yes CFM Yes AC /hr 0.00300 Cu.ft. 0.1000 in.wg. /100 ft. 650 ft. /min 900 ft. /min 0 in. 0 in. Total Building Infiltration: Total Building Ventilation: 0.302 AC /hr 75 CFM 0.341 AC /hr X 14.881 Cu.ft. 5,072 Cu.ft. /hr X 0.0167 ft. /min 85 CFM 0 CFM Elite software Development, Inc. NewTown Perrin's Row Plan 1120 End Unit Paae 2 Outdoor Indoor Rel.Hum Rel.Hum 80% 50% 15% 50% Runouts Grains Yes AC /hr Yes CFM 0.01000 AC /hr 0.1000 in.wg. /100 ft. 450 ft. /min 750 ft. /min 0 in. 0 in. Summer Grains 0.250 AC /hr 62 CFM 0.295 AC /hr X 14.881 Cu.ft. 4,395 Cu.ft. /hr X 0.0167 73 CFM 0 CFM Indoor Grains Dry Bulb Difference 70 61.05 75 -39.07 - -- System 1 - -- Infiltration & Ventilation Sensible Gain Multiplier: 14.42 = (1.10 X 0.819 X 16.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: -21.76 = (0.68 X 0.819 X -39.07 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 62.17 = (1.10 X 0.819 X 69.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC /hr (62 CFM) Summer Infiltration Specified: 0.250 AC /hr (62 CFM) 1 Supply Garage 1 Return Garage Y:\ ... \Plan 1120 End Unit.rhv Open Crawl Open Crawl 0.12 0.24 414.8 78.6 Yes Yes (. Wednesday, November 20, 2013, 3:14 PM Rhvec - Residential & Light Commercial HVAC Loads - Elite Software Development, Inc. Smith & Willis HVAC LLC New R rin' Row Plan 1120 End Unit. Littleton, CO 80125 ■ _ Page Load Preview Report Building System 1 Duct Latent Humidification Zone 1 1 -Guest Entry 2- Laundry 3 -Pwdr 4- Kitchen/Dining 5- Living 6- LofUBedroom 3 7- Bedroom 2 8- Master Bedroom 9 -Bath 10- Master Bath Sum of room airflows may be greater than system airflow because system room airflow option uses the greater of heating or cooling. Y:\ ... \Plan 1120 End Unit.rhv Net Ton ft . 2! /Tonj Sen Lat Area Gain Gain _ Net Gain 2.550 Ht 9 CFM CIS 9 CFM Sys Duct CFM Size 1.47 1,564 17,606 -995 17.606 37.814 772 825 825 10x15 155 1,721 -293 1,721 8,161 167 81 167 8 53 829 -91 829 2,535 52 39 52 5 39 556 -79 556 1,562 32 26 32 5 362 4,691 -346 4,691 7,676 157 220 220 8,7 252 3,089 -284 3.089 6,065 124 145 145 7,7 213 1,994 38 2,032 3,746 76 93 93 7,7 148 1,638 84 1,722 2,552 52 77 77 7,7 212 2,416 59 2,475 3,685 75 113 113 7,7 54 81 0 81 126 3 4 4 4 76 592 -83 592 1,705 35 28 35 7 Y:\ ... \Plan 1120 End Unit.rhv Net Ton ft . 2! /Tonj Sen Lat Area Gain Gain _ Net Gain Sen Loss I Ht 9 CFM CIS 9 CFM Sys Duct CFM Size 1.47 1,159 1,564 17,606 -1,413 17,606 40,364 772 825 825 1.47 1,159 1,564 17,606 -1,413 17,606 40,364 772 825 825 18x12 -418 0 J Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads ■ Elite Software Development, Inc. Smith & Willis HVAC LLC New. ffggMow Plan 1120 End Unit Littleton, CO 80125 - Pa 1_ System J - System 1 - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 25, 20, 15, m c C7 m 10, a / Average Glass / 1.3 x Average / Hourly Glass / Hourly Total Net Sensible Gain Glass Gain Gain Gain Over 12 Hours rsion) AED Calculation Summary - -- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. System is on NE, SE, SW, NW rosette. Peak load exceeds 12 -hour average load by 43.3 %. AED Excursion (amount by which peak exceeds 1.3 x average): 935 Btuh Definition: A system has adequate exposure diversity if the peak -hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. (System Concept Warning for excursion greater than 1.3 x baseline and less than 1.5 x baseline) This application has glass areas that produced relatively large heat gains for part of the day. Variable air volume devices may be required to overcome spikes in solar gain for one or more rooms. A zoned system may be required, or some rooms may require zone control (provided by individual, motorized, thermostatically controlled dampers). Y:\ ... \Plan 1120 End Unit.rhv Q Wednesday, November 20, 2013, 3:14 PM 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Rhvac - Residential & Light Commercial HVAC Loads Smith & Willis HVAC LLC ® Elite Software Development, Inc. New Perrin's Row Plan 1120 End Unit Littleton, CO 80125 358 0.000 Up: ST -240 55 20 0.014 0.000 Rect 0.7 10 Pa e Manual D Ductsiz D ata - Du Sy s tem 1 - - _ - -_ - S�np __ 0.336 0.464 -- �Ty -- -Duct Name, Roughness - - - . Diameter Velocity SPL.Duct I pe Temperature Width Loss /100 SPL.Fi Upstream Length Height Fit.Eq.Len SPL.T Shape CFM Area SP.Avail SPL.Cumul Sizing - -- -Duct Name: ST -290, Feeds Into: Kitchen /Dining, Effective Length: 0.5 Trunk 0.0003 15.2 148 0.000 Up: ST -280 55 20 0.003 0.000 Rect 0.5 10 0.0 0.000 Presize 205 2.5 0.336 0.464 -- -Duct Name: ST -280, Feeds Into: Kitchen /Dining, Effective Length: 4.8 Trunk 0.0003 15.2 199 0.000 Up: ST -220 55 20 0.005 0.000 Rect 4.8 10 0.0 0.000 Presize 277 24.2 0.336 0.464 -- -Duct Name: ST -270, Feeds Into: Kitchen /Dining, Effective Length: 0.7 Trunk 0.0003 15.2 306 0.000 Up: ST -230 55 20 0.011 0.000 Rect 0.7 10 0.0 0.000 Presize 425 3.3 0.336 0.464 -- -Duct Name: ST -190, Feeds Into: Kitchen /Dining, Effective Length: 1.0 Trunk 0.0003 15.2 508 0.000 Up: ST -320 55 20 0.027 0.000 Rect 1.0 10 0.0 0.000 Presize 706 5 0.337 0.463 -- -Duct Name: ST -260, Feeds Into: Kitchen /Dining, Effective Length: 2.8 Trunk 0.0003 15.2 456 0.001 Up: ST -190 55 20 0.022 0.000 Rect 2.8 10 0.0 0.001 Presize 633 14.2 0.337 0.463 -- -Duct Name: ST -250, Feeds Into: Kitchen /Dining, Effective Length: 1.0 Trunk 0.0003 15.2 402 0.000 Up: ST -260 55 20 0.018 0.000 Rect 1.0 10 0.0 0.000 Presize 558 5 0.337 0.463 -- -Duct Name: ST -240, Feeds Into: Kitchen /Dining, Effective Length: 2.2 Trunk 0.0003 15.2 399 0.000 Up: ST -250 55 20 0.017 0.000 Rect 2.2 10 0.0 0.000 Presize 554 10.8 0.336 0.464 -- -Duct Name: ST -230, Feeds Into: Kitchen /Dining, Effective Length: 0.7 Trunk 0.0003 15.2 358 0.000 Up: ST -240 55 20 0.014 0.000 Rect 0.7 10 0.0 0.000 Presize 497 3.3 0.336 0.464 7) Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads ® Smith & Willis HVAC LLC CO 80125 Elite Software Development, Inc. NewTown Perrin's Row Plan 1120 End U Pa Manu D Ductsi Data - Du stem 1 - Supply (cont'd Trunk 0.0003 - -Duct Name, - - Up: ST -270 55 etc. Type Upstream Shape Sizing ughness Diameter Jre perature Width Length Height CFM Area Velocity Loss /100 Fit.Eq.Len SP.Avail SPL.Duct SPL.Fit SPL.Tot SPL.Cumul -- -Duct Name: ST -220, Feeds Into: Kitchen /Dining, Effective Length: 0.5 Trunk 0.0003 15.2 279 0.000 Up: ST -270 55 20 0.009 0.000 Rect 0.5 10 0.0 0.000 Presize 387 2.5 0.336 0.464 -- -Duct Name: ST -210, Feeds Into: Kitchen /Dining, Effective Length: 0.5 Trunk 0.0003 15.2 107 0.000 Up: ST -290 55 20 0.002 0.000 Rect 0.5 10 0.0 0.000 Presize 148 2.5 0.336 0.464 -- -Duct Name: ST -200, Feeds Into: Kitchen /Dining, Effective Length: 0.5 Trunk 0.0003 15.2 79 0.000 Up: ST -210 55 20 0.001 0.000 Rect 0.5 10 0.0 0.000 Presize 110 2.5 0.336 0.464 -- -Duct Name: SR -100, Supplies: Pwdr, Fittings: 2 -I, 4 -AD, Effective Length: 62.2 Runout 0.0003 5 235 0.004 Up: ST -190 128 3.9 0.021 0.009 Rnd 18.0 5.5 44.2 0.013 Presize 32 23.6 0.324 0.476 -- -Duct Name: SR -160, Supplies: Living, Fittings: 2 -I, 4 -AD, Effective Length: 70.9 Runout 0.0003 7 269 0.003 Up: ST -280 55 5.4 0.019 0.011 Rnd 13.3 7.7 57.7 0.014 Presize 72 24.3 0.322 0.478 -- -Duct Name: SR -170, Supplies: Living, Fittings: 2 -I, 4 -AD, Effective Length: 76.5 Runout 0.0003 7 269 0.003 Up: ST -230 55 5.4 0.019 0.012 Rnd 13.3 7.7 63.3 0.015 Presize 72 24.3 0.321 0.479 -- -Duct Name: SR -180, Supplies: Kitchen /Dining, Fittings: 2 -I, 4 -AD, Effective Length: 83.5 Runout 0.0003 8 315 0.002 Up: ST -220 55 6.2 0.021 0.016 Rnd 10.4 8.7 73.1 0.018 Presize 110 21.8 0.318 0.482 -- -Duct Name: SR -200, Supplies: Kitchen /Dining, Fittings: 2 -I, 4 -AD, Effective Length: 51.2 Runout 0.0003 7 412 0.000 Up: ST -200 55 5.4 0.041 0.021 Rnd 0.0 7.7 51.2 0.021 Presize 110 0 0.315 0.485 Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rlivac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Smith & Willis HVAC LLC ■ NewTown Perrin's Row Plan 1120 End Unit Littleton, CO 80125 Page 7 Manual D Ductsize Data - Duct System 1 - Supply (cont'd) -- -Duct Name, etc. Roughness Diameter Velocity SPL.Duct Type Temperature Width Loss /100 SPL.Fit Upstream Length Height Fit.Eq.Len SPL.Tot Shape CFM Area SP.Avail SPL.Cumul Sizing -- -Duct Name: SMT -100, Feeds Into: Guest Entry, Fitting: 1 -H1, Effective Length: 128.1 Trunk 0.0003 16 551 0.000 Up: Fan 55 18 0.028 0.036 Rect 0.5 12 127.6 0.344 Presize 826 2.5 0.341 0.459 -- -Duct Name: ST -110, Feeds Into: Guest Entry, Effective Length: 0.2 Trunk 0.0003 16 551 0.000 Up: SMT -100 55 18 0.028 0.000 Rect 0.2 12 0.0 0.000 Presize 826 0.8 0.341 0.459 -- -Duct Name: SR -220, Supplies: Guest Entry, Fittings: 2 -I, 4 -AD, Effective Length: 90.9 Runout 0.0003 8 478 0.007 Up: ST -180 128 6.2 0.041 0.031 Rnd 16.0 8.7 74.9 0.037 Presize 167 33.5 0.301 0.499 -- -Duct Name: SR -230, Supplies: Laundry, Fittings: 2 -I, 4 -AD, Effective Length: 49.1 Runout 0.0003 5 381 0.005 Up: ST -170 128 3.9 0.049 0.019 Rnd 9.7 5.5 39.4 0.024 Presize 52 12.7 0317 0.483 -- -Duct Name: ST -170, Feeds Into: Guest Entry, Effective Length: 2.2 Trunk 0.0003 16 551 0.001 Up: ST -110 55 18 0.028 0.000 Rect 2.2 12 0.0 0.001 Presize 826 10.8 0.341 0.459 -- -Duct Name: ST -180, Effective Length: 6.3 Trunk 0.0003 16 525 0.002 Up: ST -310 55 18 0.026 0.000 Rect 6.3 12 0.0 0.002 Presize 787 31.7 0.338 0.462 -- -Duct Name: ST -310, Effective Length: 4.8 Trunk 0.0003 16 525 0.001 Up: ST -170 55 18 0.026 0.000 Rect 4.8 12 0.0 0.001 Presize 787 23.8 0.340 0.461 -- -Duct Name: ST -320, Effective Length: 0.5 Trunk 0.0003 16 471 0.000 Up: ST -180 55 18 0.021 0.000 Rect 0.5 12 0.0 0.000 Presize 706 2.5 0.338 0.462 M Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential -& Llght Commercial HVAC Loads Elite Software Development, Inc. Smith & Willis HVAC LLC ■ NewTown Perrin's Row Plan 1120 End Unit Littleton, CO 80125 5.4 J Pag 8 [Manual D Ductsize Data - Duct S ystem 1 - Supply (cont'd) 49.4 0.004 -- -Duct Name, 28.3 0.332 0.468 etc. Roughness Diameter Velocity SPL.Duct Type Temperature Width Loss /100 SPL.Fit Upstream Length Height Fit.Eq.Len SPL.Tot Shape CFM Area SP.Avail SPL.Cumul Sizing Rnd 17.3 7.7 -- -Duct Name: SR -120, Supplies: Loft /Bedroom 3, Fittings: 2 -I, 4 -G, 8 -A2, 8 -A2, Effective Length: 96.4 Runout 0.0003 7 176 0.002 Up: ST -190 55 5.4 0.009 0.007 Rnd 19.3 7.7 77.1 0.009 Presize 47 35.4 0.329 0.471 -- -Duct Name: SR -130, Supplies: Bedroom 2, Fittings: 2 -I, 4 -G, Effective Length: 64.8 Runout 0.0003 7 142 0.001 Up: ST -210 55 5.4 0.006 0.003 Rnd 15.4 7.7 49.4 0.004 Presize 38 28.3 0.332 0.468 -- -Duct Name: SR -140, Supplies: Master Bedroom, Fittings: 2 -I, 4 -G, Effective Length: 75.3 Runout 0.0003 7 213 0.002 Up: ST -290 55 5.4 0.013 0.007 Rnd 17.3 7.7 58.1 0.010 Presize 57 31.6 0.326 0.474 -- -Duct Name: SR -190, Supplies: Master Bath, Fittings: 2 -I, 4 -H, Effective Length: 70.5 Runout 0.0003 7 131 0.001 Up: ST -260 128 5.4 0.005 0.003 Rnd 15.5 7.7 55.0 0.003 Presize 35 28.4 0.333 0.467 -- -Duct Name: SR -210, Supplies: Bath, Fittings: 2 -I, 4 -H, Effective Length: 23.5 Runout 0.0003 Runout 0.0003 4 46 0.000 Up: ST -250 55 3.1 0.002 0.000 Rnd 6.0 4.4 17.5 0.000 Presize 4 6.3 0.336 0.464 -- -Duct Name: SR -240, Supplies: Master Bedroom, Fittings: 2 -I, 4 -G, Effective Length: 84.1 Runout 0.0003 7 213 0.002 Up: ST -240 55 5.4 0.013 0.009 Rnd 17.3 7.7 66.8 0.011 Presize 57 31.6 0.326 0.474 -- -Duct Name: SR -250, Supplies: Bedroom 2, Fittings: 2 -I, 4 -G, Effective Length: 76.0 Runout 0.0003 7 142 0.001 Up: ST -270 55 5.4 0.006 0.004 Rnd 15.4 7.7 60.6 0.005 Presize 38 28.3 0.331 0.469 -- -Duct Name: SR -260, Supplies: Loft /Bedroom 3, Fittings: 4 -G, 2 -I, Effective Length: 79.4 Runout 0.0003 7 176 0.001 Up: ST -260 55 5.4 0.009 0.006 Rnd 15.7 7.7 63.7 0.007 Presize 47 28.7 0.330 0.470 Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes: inch, Airflow: CFM, Velocity: ft. /min, Temperature: F 0 47 Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads Smith & Willis HVAC LLC Littleton, CO 80125 Lanual D Duct Data - Duct, y stem 1 - Sup ply (cont'd) -- -Duct Name, etc. Roughness Diameter Type ILTemperature Width Upstream Length Height 'Shape CFM Area i Sizina Elite Software Development, Inc. NewTown Perrin's Row Plan 1120 End Unil — Page_ 8 SR -180 Velocity SPL.Duct Loss /100 SPL.Fit Fit.Eq.Len SPL.Tot SP.Avail SPL.Cum Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. [ ummary - -- - - - Number of active trunks: Number of active runouts: 17 15 Total runout outlet airflow: Main trunk airflow: 938 826 Largest trunk diameter: 16 SMT -100 Largest runout diameter: 8 SR -180 Smallest trunk diameter: 15.2 ST -290 Smallest runout diameter: 4 SR -210 Supply fan external static pressure: 0.800 Supply fan device pressure losses: 0.308 Supply fan static pressure available: 0.492 Runout maximum cumulative static pressure loss: 0.499 SR -220 Return loss added to supply: 0.115 Total effective length of return ( ft.): 356.0 High Total effective length of supply ( ft.): 232.4 SR -220 Overall total effective length ( ft.): 588.4 High to SR -220 Design overall friction rate per 100 ft.: 0.084 (Available SP x 100 / TEL) System duct surface area (No Scenario): System duct surface area (Scenario 1): Total system duct surface area: Y:\ ... \Plan 1120 End Unit.rhv 91.8 414.8 Garage (Linked to duct load) 506.6 0 Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Llght Commercial HVAC Loads Elite Software Development, Inc. Smith & Willis HVAC LLC 12 ■ NewTown Perrin's Row Plan 1120 End Unit Littleton, CO 80125 12 3 _ Page 10 Manual D Ductsize Data - Duct Syst 1 - Return 0.001 Presize 323 Duct N -0.033 0.107 -- -Duct Name: Low, Returns From: Kitchen /Dining, Fittings: 6 -B, 6 -H, Effective Length: 84.0 etc. Roughness Diameter Velocity SPL.Du Type Temperature Width Loss /100 SPL.F` Upstream Length Height Fit.Eq.Len SPL.To Shape CFM Area SP.Avail SPL.Cumu Sizing Trunk 0.0003 16 625 0.001 -- -Duct Name: RT -170, Feeds From: Kitchen /Dining, Effective Length: 2.0 0.034 0.000 Trunk 0.0003 12 388 0.000 Up: RT -140 75 12 0.020 0.000 Rect 2.0 10 0.0 0.000 Presize 323 7.3 -0.032 0.107 -- -Duct Name: RT -140, Feeds From: Kitchen /Dining, Effective Length: 7.0 Runout Trunk 0.0003 12 388 0.001 Up: RT -190 75 12 0.020 0.000 Rect 7.0 10 0.0 0.001 Presize 323 25.7 -0.033 0.107 -- -Duct Name: Low, Returns From: Kitchen /Dining, Fittings: 6 -B, 6 -H, Effective Length: 84.0 -0.019 Runout 0.0003 15.2 371 0.000 Up: RT -190 75 20 0.015 0.012 Rect 0.2 10 83.8 0.012 Presize 515 0.9 -0.022 0.012 -- -Duct Name: RT -180, Effective Length: 3.3 Trunk 0.0003 16 625 0.001 Up: RT -120 75 18 0.034 0.000 Rect 3.3 12 0.0 0.001 Presize 938 16.7 -0.035 0.110 -- -Duct Name: RMT -100, Feeds From: Guest Entry, Fittings: 5 -H1, 5 -N, Effective Length: 171.7 Trunk 0.0003 15.2 675 0.000 Up: Fan 75 20 0.043 0.074 Rect 0.3 10 171.3 0.075 Presize 938 1.7 -0.040 0.115 -- -Duct Name: RT -110, Feeds From: Guest Entry, Effective Length: 1.8 Trunk 0.0003 15.2 675 0.001 Up: RMT -100 75 20 0.043 0.000 Rect 1.8 10 0.0 0.001 Presize 938 9.2 -0.039 0.114 -- -Duct Name: RT -120, Effective Length: 7.7 Trunk 0.0003 16 625 0.003 Up: RT -110 75 18 0.034 0.000 Rect 7.7 12 0.0 0.003 Presize 938 38.3 -0.037 0.111 -- -Duct Name: Low, Returns From: Guest Entry, Fittings: 6 -C, 6 -G, 12 -S, Effective Length: 50.1 Runout 0.0003 7 374 0.003 Up: RT -180 75 5.4 0.033 0.013 Rnd 10.4 7.7 39.7 0.017 Presize 100 19.1 -0.019 0.017 Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads 16 Elite Software Development, Inc. Smith & Willis HVAC LLC ® NewTown Perrin's Row Plan 1120 End Unit Littleton, CO 80125 12 RT -170 Pa e t 9 [Manual D Ductsiz D ata - Duct 1 -_- - Retur - -- -Duct Name, etc. Roughness Diameter Velocity SPL.D Type Temperature Width Loss /100 SP L. Upstream Length Height Fit.Eq.Len SPL.T Shape CFM Area SP.Avail SPL.Cum. Sizing -- -Duct Name: RT -190, Effective Length: 4.2 Trunk 0.0003 16 559 0.001 Up: RT -180 75 18 0.028 0.000 Rect 4.2 12 0.0 0.001 Presize 838 20.8 -0.034 0.109 -- -Duct Name: RT -150, Feeds From: Master Bedroom, Effective Length: 0.7 Trunk 0.0003 12.9 332 0.000 Up: RT -170 75 14 0.014 0.000 Rect 0.7 10 0.0 0.000 Presize 323 2.7 -0.032 0.107 -- -Duct Name: High, Returns From: Master Bedroom, Fittings: 6 -B, 8 -B3C, 6 -H, Effective Length: 157.6 Runout 0.0003 12 388 0.000 Up: RT -150 75 12 0.020 0.032 Rect 0.5 10 157.1 0.032 Presize 323 1.8 0.000 0.032 Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes: inch, Airflow: CFM, Velocity: ft. /min, Temperature: F Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. Number of active trunks: 8 Number of active runouts: 3 Total runout outlet airflow: 938 Main trunk airflow: 938 Largest trunk diameter: 16 RT -180 Largest runout diameter: 15.2 Low Smallest trunk diameter: 12 RT -170 Smallest runout diameter: 7 Low Runout maximum cumulative static pressure loss: 0.032 High Return loss added to supply: 0.115 Total effective length of return ( ft.): 356.0 High System duct surface area (No Scenario): 65.6 System duct surface area (Scenario 1): 78.6 Garage (Linked to duct load) Total system duct surface area: 144.2 tVofes _ 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. t Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Li Smith & Willis HVAC LLC Elite Software Development, Inc. NewTown Perrin's Row Plan 1120 End Unit Paae 12 Manual D Ductsize Data - Duct System 1 - Return (cont'd) Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads Smith &Willis HVAC LLC ■ Li ttleton, CO 80125 Total B S ummary Loads Component Description Area Quan Sen Loss Elfte Software Development, Inc. NewTown Perrin's Row Plan 1120 End Unit Page 13 Lat Sen Tot, Gain Gain Ga` New Town Window: Glazing- .30, u -value 0.3, SHGC 0.3 292.8 6,062 0 7,660 7,660 New Town Door: Door -R =2.85 41.8 1,010 0 322 322 12F -Osw: Wall- Frame, R -21 insulation in 2 x 6 stud 1580.5 7,089 0 1,159 1,159 cavity, no board insulation, siding finish, wood studs 2,483 2,065 Infiltration: Winter CFM: 85, Summer CFM: 73 5,255 -1,595 12D -Osw: Wall- Frame, R -15 insulation in 2 x 4 stud 863.6 5,126 0 1,150 1,150 cavity, no board insulation, siding finish, wood studs Humidification (Winter) 6.95 gal /day : 2,550 0 0 0 16B -38: Roof /Ceiling -Under Attic with Insulation on Attic 722 1,296 0 863 863 Floor (also use for Knee Walls and Partition Ceilings), -1,413 17,606 16,193 Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R -38 insulation 226- 10ph -t: Floor -Slab on grade, Vertical board insulation 67 2,224 0 0 0 covers slab edge and extends straight down to 3' below grade, tile covering, R -10 insulation, passive, heavy moist soil 20P -38 -c: Floor -Over open crawl space or garage, 500.9 1,037 0 89 89 Passive, R -38 blanket insulation, carpet covering Subtotals for structure: 23,844 0 11,243 11,243 People: 3 600 690 1,290 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 8,715 -418 2,483 2,065 Infiltration: Winter CFM: 85, Summer CFM: 73 5,255 -1,595 1,055 -540 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Humidification (Winter) 6.95 gal /day : 2,550 0 0 0 AED Excursion: 0 0 935 935 Total Building Load Totals: 40,364 -1,413 17,606 16,193 Total Building Supply CFM: 825 CFM Per Square ft.: 0.527 Square ft. of Room Area: 1,564 Square ft. Per Ton: 1,159 Volume (ft of Cond. Space: 14,881 Total Heating Required Including Ventilation Air: 40,364 Btuh 40.364 MBH Total Sensible Gain: 17,606 Btuh 100 % Total Latent Gain: -1,413 Btuh 0 % Total Cooling Required Including Ventilation Air: 17,606 Btuh 1.47 Tons (Based On Sensible + Latent) Notes 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 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads ® Elite Software Development, Inc. Smith & Willis HVAC LLC NewTown Perrin's Row Plan 1120 End Unit n CO 80125 Page 14 Building Pie Chart 6% Roof ration 13% Building Loss 40,364 Btuh Wall 30 %_ -_ Ductwork 22% 6% Wall 14% Building Gain 16,193 Btuh cork 12% .Equipment 7% People 8% )or 2% Glass 46% Y:\ ... \Plan 1120 End Unit.rhv G Wednesday, November 20, 2013, 3:14 PM Glass 15% Rhvac - Residential & Light Commercial HVAC Loads Smith & Willis HVAC LLC ■ 23,844 0 Elite Software Development, I NewTown Perrin's Row Plan 1120 End U Littleton, CO 80125 People: 3 600 690 System 1 Syste 1 Summary Loads Equipment: 0 1,200 Component Area Sen Lat 0 Description Quan Loss Gain' 2,483 New Town Window: Glazing- 3/3, u -value 0.3, SHGC 0.3 292.8 6,062 0 7,660 7,660 New Town Door: Door -R =2.85 41.8 1,010 0 322 322 12F -Osw: Wall- Frame, R -21 insulation in 2 x 6 stud 1580.5 7,089 0 1,159 1,159 cavity, no board insulation, siding finish, wood studs AED Excursion: 0 0 935 12D -Osw: Wall- Frame, R -15 insulation in 2 x 4 stud 863.6 5,126 0 1,150 1,150 cavity, no board insulation, siding finish, wood studs 16B -38: Roof /Ceiling -Under Attic with Insulation on Attic 722 1,296 0 863 863 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R -38 insulation 22B- 10ph -t: Floor -Slab on grade, Vertical board insulation 67 2,224 0 0 0 covers slab edge and extends straight down to 3' below grade, tile covering, R -10 insulation, passive, heavy moist soil 20P -38 -c: Floor -Over open crawl space or garage, 500.9 1,037 0 89 89 Passive, R -38 blanket insulation, carpet covering Subtotals for structure: 23,844 0 11,243 11,243 People: 3 600 690 1,290 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 8,715 -418 2,483 2,065 Infiltration: Winter CFM: 85, Summer CFM: 73 5,255 -1,595 1,055 -540 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Humidification (Winter) 6.95 gal /day : 2,550 0 0 0 AED Excursion: 0 0 935 935 System 1 System 1 Load Totals: 40,364 -1,413 17,606 16,193 Supply CFM: 825 CFM Per Square ft.: 0.527 Square ft. of Room Area: 1,564 Square ft. Per Ton: 1,159 Volume (ft of Cond. Space: 14,881 Total Heating Required Including Ventilation Air: 40,364 Btuh 40.364 MBH Total Sensible Gain: 17,606 Btuh 100 % Total Latent Gain: -1,413 Btuh 0 % Total Cooling Required Including Ventilation Air: 17,606 Btuh 1.47 Tons (Based On Sensible + Latent) Rhvac is an ACCA approved Manual J and Manual D 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. 11 Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, I Smith &Willis HVAC LLC - s ■ NewTown Perrin's Row Plan 1120 End U' eton, CO 80125 Page - - - -- [E Data - System 1 - System 1 Cooling System Type: Outdoor Model: Indoor Model: Tradename: Outdoor Manufacturer: AHRI Reference No.: Nominal Capacity: Efficiency: Heating System Type: Model: Tradename: Manufacturer: Description: Capacity: Efficiency: Y:\ ... \Plan 1120 End Unit.rhv Standard Air Conditioner CA13NA024 .... (A,B) CNPV'3017A " +TDR 13 SEER PURON AC CARRIER AIR CONDITIONING 4540832 23200 13 SEER Natural Gas Furnace 59SC213060S17 -16 Carrier CARRIER CORPORATION Natural Gas or Propane Furnace 56000 92.1 AFUE (a - Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads Smith & Willis HVAC LLC ■ Elite Software Development, Inc. NewTown Perrin's Row Plan 1120 End Unit Littleton, CO 80125 Page 17, [Det Room Loads - Room 1 - Guest Entry ( Average Loa Procedure) G eneral Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 154.7 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 155.0 sq.ft. Supply Air: 167 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 6.5 AC /hr Volume: 1,547.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 16 CFM Actual Summer Infil.: 13 CFM Item - Area -U- Hug Sen Cig Lat Sen Description Quantity Value HT Loss HTM G_ ain ,.; , SE- Wall- 12F -Osw 20.5 X 10 187.2 0.065 4.5 840 0.7 0 137 SW- Wall- 12D -Osw 2.8 X 10 28.3 0.086 5.9 168 1.3 0 38 NW- Wall- 12F -Osw 4.2 X 10 31.7 0.065 4.5 142 0.7 0 23 SW- Wall- 12F -Osw 4.1 X 10 33.3 0.065 4.5 149 0.7 0 24 NW- Wall- 12F -Osw 6.5 X 10 41 0.065 4.5 184 0.7 0 30 NE- Wall- 12D -Osw 12.9 X 10 129.2 0.086 5.9 767 1.3 0 172 SE- Door -New Town Door 2.7 X 17.8 0.350 24.2 430 7.7 0 137 6.7 NW- Door -New Town Door 3 X 8 24 0.350 24.2 580 7.7 0 185 NW- GIs -New Town Window shgc- 10 0.300 20.7 207 23.5 0 235 0.30%S SW- GIs -New Town Window shgc- 7.5 0.300 20.7 155 28.3 0 212 0.30%S Floor- 22B -10ph 51 ft..Per. 51 0.481 33.2 1,693 0.0 0 0 Subtotals for Structure: 5,315 0 1,193 Infil.: Win.: 15.5, Sum.: 13.4 510 1.892 965 0.380 -293 194 Ductwork: 1,881 243 AED Excursion: 91 Room Totals: 8,161 -293 1,721 Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads Smith & Willis HVAC LLC ■ Elite Software Development, Inc. NewTown Perrin's Row Plan 1120 E Littleton, CO 80125 - 0.300 10 Detailed Room Loads - Room 2 - Laundry (Average Load Procedure) 0.481 Gener 207 23.5 0 _ Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 52.9 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 53.0 sq.ft. Supply Air: 52 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 5.9 AC /hr Volume: 529.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 5 CFM Actual Summer Infil.: 4 CFM Item Area -U- Htg Sen Clg Lat Description Qua ntity Value HTM Loss HTM Gain Ga SW- Wall- 12D -Osw 6 X 10 NW- Wall- 12F -Osw 9.8 X 10 NW- GIs -New Town Window shgc- 0.3 0 %S NW- GIs -New Town Window shgc- 0.3 0 %S Floor - 2213-10ph 16 ft., Per. Subtotals for Structure: Infil.: Win.: 4.8, Sum.: 4.2 Ductwork: AED Excursion: Room Totals: Y:\ ... \Plan 1120 End Unit.rhv 60 0.086 78.3 0.065 10 0.300 10 0.300 16 0.481 158 207 5.9 356 1.3 0 80 4.5 351 0.7 0 58 20.7 207 23.5 0 235 20.7 207 33.2 531 1,652 1.889 299 584 2,535 23.5 0 0.0 0 0 0.379 -91 Loll 235 0 608 60 117 44 829 z: Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads Htg Elite Software Development, Inc. Smith & Willis HVAC LLC Lat NewTown P- in's Row Plan 1120 End Unit ■ Littleton, CO 80125 HTM Loss HTM Page . Detailed Room Loads - Roo 3 - Pwdr (A verage Load Procedure) - 4.5 272 General - 0 45 0.086 5.9 Calculation Mode: Htg. & clg. Occurrences: 1 0.300 Room Length: 6.3 ft. System Number: 1 254 Room Width: 6.2 ft. Zone Number: 1 Area: 39.0 sq.ft. Supply Air: 32 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 4.4 AC /hr Volume: 430.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 4 CFM Actual Summer Infil.: 4 CFM Item Area Descrip Quantity SE- Wall- 12F -Osw 6.3 X 11 60.6 NE- Wall- 12D -Osw 6.2 X 11 67.9 SE- GIs -New Town Window shgc- 9 0.30%S Floor- 20P -38 1 X 39.1 39.1 -U- Htg Sen Clg Lat S Value HTM Loss HTM Gain Ga 0.065 - 4.5 272 0.7 - 0 45 0.086 5.9 403 1.3 0 90 0.300 20.7 186 28.2 0 254 0.030 2.1 81 0.2 0 7 Subtotals for Structure: 942 0 396 Infil.: Win.: 4.2, Sum.: 3.6 138 1.891 260 0.378 -79 52 Ductwork: 360 78 AED Excursion: 30 Room Totals: 1,562 -79 556 Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM hvac - Residential & Light Commercial HVAC Loads T ith & Willis HVAC LLC ■ Elite Software Development, Inc. NewTown Perrin's Row Plan 1120 End Unit eton, CO 80125 •APa 9 detailed Room Loads - Room 4 - Kitchen/Dining (Average Load Procedure) 186 neral 0 254 0.30%S Calculation Mode: Htg. & clg. Occurrences: SW- GIs -New Town Window shgc- 1 0.300 Room Length: 361.7 ft. 28.2 System Number: 381 1 Room Width: 1.0 ft. Zone Number: 1 SW- GIs -New Town Window shgc- Area: 362.0 sq.ft. 20.7 Supply Air: 28.2 220 CFM 847 Ceiling Height: 11.0 ft. Supply Air Changes: 3.3 AC /hr Volume: 3,978.0 cu.ft. 19.3 Req. Vent. Clg: 1.8 0 CFM 1.2 Number of Registers: 2 Floor- 20P -38 1 X 341.4 Actual Winter Vent.: 0.030 0 CFM 707 0.2 0 61 Percent of Supply.: 0 % 4,766 0 Actual Summer Vent.: Infil.: Win.: 18.4, Sum.: 15.9 0 CFM 1.891 1,141 0.380 Percent of Supply: 229 0 % 1,769 Actual Winter Infil.: 18 CFM AED Excursion: Actual Summer Infil.: 16 CFM 249 - ---- - - - - -- Item Area -U- Htg Sen Clg Lat 0 Descri tion Quantity Value H TM Loss HTM Gain G SE- Wall- 12F -0sw 14 X 11 136 0.065 4.5 610 0.7 - - 0 100 SW- Wall- 12F -Osw 6.7 X 11 59.9 0.065 4.5 269 0.7 0 44 SE- Wall- 12F -Osw 1.8 X 11 20.1 0.065 4.5 90 0.7 0 15 SW- Wall- 12F -Osw 9.7 X 11 76.4 0.065 4.5 343 0.7 0 56 NW- Wall- 12F -Osw 1.8 X 11 20.1 0.065 4.5 90 0.7 0 15 SW- Wall- 12F -Osw 0.7 X 11 7.4 0.065 4.5 33 0.7 0 5 NE- Wall- 12D -Osw 20.2 X 11 221.9 0.086 5.9 1,317 1.3 0 296 SE- GIs -New Town Window shgc- 9 0.300 20.7 186 28.2 0 254 0.30%S SE- GIs -New Town Window shgc- 9 0.300 20.7 186 28.2 0 254 0.30%S SW- GIs -New Town Window shgc- 13.5 0.300 20.7 279 28.2 0 381 0.30%S SW- GIs -New Town Window shgc- 30 0.300 20.7 621 28.2 0 847 0.30%S UP- Ceil - 1613-38 19.3 X 1 19.3 0.026 1.8 35 1.2 0 23 Floor- 20P -38 1 X 341.4 341.4 0.030 2.1 707 0.2 0 61 Subtotals for Structure: 4,766 0 2,351 Infil.: Win.: 18.4, Sum.: 15.9 603 1.891 1,141 0.380 -346 229 Ductwork: 1,769 661 AED Excursion: 249 Equipment: 0 1,200 Room Totals: 7,676 -346 4,691 Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Smith & Willis HVAC LLC ■ NewTown Perrin's Row Plan 1120 End Unit Littleton, CO 80125 Page 21 Detailed Room Loads - Room 5 - Li ving (Ave rage Load Proc edure - - General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 252.3 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 252.0 sq.ft. Supply Air: 145 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 3.1 AC /hr Volume: 2,776.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 15 CFM Actual Summer Infil.: 13 CFM Item - Area -U- Htg Sen Clg Lat Description Quantity Value H_TM Loss HTM Gain G SW- Wall- 12F -Osw 13 X 11 121 0.065 4.5 543 0.7 0 89 NW- Wall- 12F -Osw 14 X 11 106.2 0.065 4.5 476 0.7 0 78 SW-Wall- 1 2F-Osw 4 X 11 44 0.065 4.5 197 0.7 0 32 NW- Wall- 12F -Osw 6.3 X 11 61.6 0.065 4.5 276 0.7 0 45 NE- Wall- 12D -Osw 7.7 X 11 84.4 0.086 5.9 501 1.3 0 112 SW- GIs -New Town Window shgc- 10 0.300 20.7 207 28.2 0 282 0.30%S SW- GIs -New Town Window shgc- 12 0.300 20.7 248 28.3 0 339 0.30%S NW- GIs -New Town Window shgc- 30 0.300 20.7 621 23.5 0 706 ! 0.30%S NW- GIs -New Town Window shgc- 17.8 0.300 20.7 369 23.5 0 419 0.30%S NW- GIs -New Town Window shgc- 8 0.300 20.7 166 23.5 0 188 0.30%S Floor- 20P -38 1 X 61.3 61.3 0.030 2.1 127 0.2 0 11 Subtotals for Structure: 3,731 0 2,301 Infil.: Win.: 15.1, Sum.: 13.0 495 1.891 936 0.380 -284 188 Ductwork: 1,398 436 AED Excursion: 164 Room Totals: 6,065 -284 3,089 Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM I Rhvac - Residential & Light Commercial HVAC Loads Area -U- Elite Software Development, Inc. i Smith & Willis HVAC LLC Clg Lat ® New Perrin's Row Plan 1120 End Unit Littleton, CO 80125 � Loss HTM Gain Gain Page 2 Detail Room Loads - Room 6 - Loft/Be 3 (Average Load Procedure) 0.065 4.5 General 0.7 0 40 NE- Wall- 12D -Osw 25.3 X 8 202.6 0.086 Calculation Mode: Htg. & clg. 1.3 Occurrences: 1 SE- GIs -New Town Window shgc- 25 Room Length: 212.5 ft. System Number: 1 706 0.30%S Room Width: 1.0 ft. Zone Number: 1 Area: 213.0 sq.ft. Supply Air: 93 CFM 0 Ceiling Height: 8.0 ft. Supply Air Changes: 3.3 AC /hr Volume: 1,700.0 cu.ft. Req. Vent. Clg: 0 CFM 535 Number of Registers: 2 107 Actual Winter Vent.: 0 CFM 863 Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM 1 Percent of Supply: 0 % Room Totals: Actual Winter Infil.: 9 CFM 1,994 Actual Summer Infil.: 7 CFM Item Area -U- Htg Sen Clg Lat Sen l Desc6p - Quanti Value HTM Loss HTM Gain Gain SE-Wall- 1 2F-Osw 10 X 55 0.065 4.5 247 0.7 0 40 NE- Wall- 12D -Osw 25.3 X 8 202.6 0.086 5.9 1,202 1.3 0 270 SE- GIs -New Town Window shgc- 25 0.300 20.7 518 28.2 0 706 0.30%S UP- Ceil - 1 66 -38 212.5 X 1 212.5 0.026 1.8 381 12 0 254 Subtotals for Structure: 2,348 0 1,270 Infil.: Win.: 8.6, Sum.: 7.5 283 1.893 535 0.379 -162 107 Ductwork: 863 281 AED Excursion: 106 People: 200 lat/per, 230 sen /per: 1 200 230 Room Totals: 3,746 38 1,994 (2VD - I Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. l� Smith & Willis HVAC LLC UP- Ceil - 1613-38 148.1 X 1 ® NewTown Perrin's Row Plan 1120 End Unit Littleton, CO 80125 1,581 0 1,013 Page Detailed_ Room L oads - Room 7 - Be droom 2 (Average Load Proced 77 General 588 231 AED Excursion: Calculation Mode: Htg. & clg. Occurrences: 1 1 Room Length: 148.1 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 148.0 sq.ft. Supply Air: 77 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.9 AC /hr Volume: 1,185.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 6 CFM Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen Clg Lat Sen Description Qu Value HTM Loss H_ TM Gain G ain SE- Wall- 12F -0sw 10.7 X 8 60.4 0.065 4.5 271 03 0 44 SW- Wall- 12F -Osw 14.7 X 8 117.4 0.065 4.5 526 0.7 0 86 SE- GIs -New Town Window shgc- 25 0.300 20.7 518 28.2 0 706 0.30%S UP- Ceil - 1613-38 148.1 X 1 148.1 0.026 1.8 266 1.2 0 177 Subtotals for Structure: 1,581 0 1,013 Infil.: Win.: 6.2, Sum.: 5.3 203 1.889 383 0.380 -116 77 Ductwork: 588 231 AED Excursion: 87 People: 200 lat/per, 230 sen /per: 1 200 230 Room Totals: 2,552 84 1,638 0 -D Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads Area -U- Elite Software Development, Inc. i Smith & Willis HVAC LLC Clg Lat ■ New Perrin's Row Plan 1120 End Unit I Littleton, CO 80125 Value H TM Loss HTM Page 24_f Detai Room Loads - Room 8 - Master Bedroom (Average Load Procedure) SW- Wall- 12F -Osw 19.3 X 8 Gene 0.065 4.5 631 0.7 0 Calculation Mode: Htg. & clg. 55.6 Occurrences: 1 250 Room Length: 211.6 ft. System Number: 1 0.300 Room Width: 1.0 ft. Zone Number: 1 0 Area: 212.0 sq.ft. Supply Air: 113 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.0 AC /hr Volume: 1,693.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % 3,685 Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 7 CFM Actual Summer Infil.: 6 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value H TM Loss HTM Gain Gain SW- Wall- 12F -Osw 19.3 X 8 140.6 0.065 4.5 631 0.7 0 103 NW- Wall- 12F -Osw 11.3 X 8 55.6 0.065 4.5 250 0.7 0 41 SW- GIs -New Town Window shgc- 14 0.300 20.7 290 28.2 0 395 0.30%S NW- GIs -New Town Window shgc- 35 0.300 20.7 725 23.5 0 824 0.30%S UP- Ceil- 16B -38 211.6 X 1 211.6 0.026 1.8 380 1.2 0 253 Floor- 20P -38 1 X 46.5 46.5 0.030 2.1 96 0.2 0 8 Subtotals for Structure: 2,372 0 1,624 Infil.: Win.: 7.5, Sum.: 6.5 245 1.892 464 0.379 -141 93 Ductwork: 849 341 AED Excursion: 128 People: 200 Iat/per, 230 sen /per: 1 200 230 Room Totals: 3,685 59 2,416 26 Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads ® Elite Software Development, Inc. Smith & Willis HVAC LLC NewTown Perrin's Row Plan 1120 End Unit Littleton, CO 80125 Page Detail Room Loads - Room 9 - Bath (Average Load Procedure) Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 5.5 ft. System Number: 1 Room Width: 9.8 ft. Zone Number: 1 Area: 54.0 sq.ft. Supply Air: 4 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 0.5 AC /hr Volume: 433.0 CUM. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 0 CFM Actual Summer Infil.: 0 CFM Item Area -U- Htg e - n Clg Lat S Description Quantity Value HTM Loss H_ F Gain UP- Ceil - 1613-38 54.1 X 1 54.1 _ 0.026 1.8 97 1.2 0 65 Subtotals for Structure: 97 0 65 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 29 11 AED Excursion: 4 Room Totals: 126 0 81 (ii) Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads ® Elite Software Development, Inc. Smith & Willis HVAC LLC New"rown Perrin's Row Plan 1120 End Unit Littleto 00 80125 �� Page L eta iled Room Loads - Room 10 - Master Bath (Average Load Procedure) ..[Gene —�A Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 76.3 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 76.0 sq.ft. Supply Air: 35 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.4 AC /hr Volume: 610.0 CUM. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.. 0 CFM 2� Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 4 CFM Actual Summer Infil.: 4 CFM Item Item Area -U- Htg Sen Clg Lat S __ Q uantity Value H TM Loss HTM Gai NW- Wall- 12F -Osw 9.3 X 8 66.6 0.065 4.5 299 0.7 0 49 NE- Wall- 12D -Osw 8.7 X 8 69.4 0.086 5.9 412 1.3 0 92 NW- GIs -New Town Window shgc- 8 0.300 20.7 166 23.5 0 188 0.30%S UP- Ceil - 1613-38 76.3 X 1 76.3 0.026 1.8 137 1.2 0 91 Floor- 20P -38 1 X 12.5 12.5 0.030 2.1 26 0.2 0 2 Subtotals for Structure: 1,040 0 422 Infil.: Win.: 4.4, Sum.: 3.8 144 1.889 272 0.382 -83 55 Ductwork: 393 83 AED Excursion: 31 Room Totals: 1,705 -83 592 2� Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac • Residential & Light Commercial HVAC Loads Smith &Willis HVAC LLC t Littleton, CO - Room Cooling and Heating Loads Bar Graphs Elite Software Development, Inc. NewTown Perrin's Row Plan 1120 End Unit Page ■ Cooling Ki Loft/BE mI Master Bedl B2 Master Bath Btuh 8,000 10,000 6,000 ■ Heating 29 YA ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM 0 2,000 4,000 Rhvac - Residential & Light Commercial HVAC Loads Smith & Willis HVAC LLC Littleton, CO 80125 Room Cooling Loads Bar Graphs 3,000 ■ Sensible Ki Loft/BE Bed Master Bedl Ba Master Bath Y:\ ... \Plan 1120 End Unit.rhv Btuh 4,000 Elite Software Development, Inc. NewTown Perrin's Row Plan 1120 End Unit Page 2 5,000 ■ Latent 3G '. Wednesday, November 20, 2013, 3:14 PM 0 1,000 2,000 Rhvac • Residential & Light Commercial HVAC Loads Smith & Willis HVAC LLC - 1,721 -293 Littleton, CO 80125 167 52 l System 1 Room Load Summary � - — -91 Htg Room Area Sens No Name SF Btuh 1 - -- 157 8,7 1 Guest Entry 155 8,161 2 Laundry 53 2,535 3 Pwdr 39 1,562 4 Kitchen /Dining 362 7,676 5 Living 252 6,065 6 Loft/Bedroom 3 213 3,746 7 Bedroom 2 148 2,552 8 Master Bedroom 212 3,685 9 Bath 54 126 10 Master Bath 76 1,705 Humidification 0 2,550 Duct Latent 35 7 ® Elite Software Development, Ina,; New"rown Perrin's Row Plan 1120 End U Page 2 Min Run Run Clg Clg Min Act Htg Duct Duct Sens Lat Clg Sys CFM Size Vel Btuh Btuh CFM CFM 167 8 - 1,721 -293 96 167 52 5 - 829 -91 46 52 32 5 - 556 -79 31 32 157 8,7 - 4,691 -346 260 220 124 7,7 - 3,089 -284 171 145 77 7,7 - 1,994 38 111 93 52 7,7 - 1,638 84 91 77 75 7,7 - 2,416 59 134 113 3 4 - 81 0 4 4 35 7 - 592 -83 33 35 System 1 total 1,564 40,364 772 System 1 Main Trunk Size: 18x12 in. Velocity: 551 ft. /min Loss per 100 ft.: 0.028 in.wg Heating System Natural Gas Furnace 59SC2B060S17 -16 Duct size results above are from Manual D Ductsize. Runout duct velocities are not printed with duct size results from Manual D Ductsize since they can vary within the room. See the Manual D Ductsize report for duct velocities and other data. Cooling System Summary Cooling Sensible /Latent Sensible Latent Tot @_ Tons split Btuh Btuh Btuh Net Required: 1.47 109%/-9% 17,606 -1,413 17,606 Actual: 1.93 100%/0% 23.2.00 0 23,200 'Equipment Data Type: Model: Indoor Model: Brand: Description: Efficiency: Sound: Capacity: Sensible Capacity: Latent Capacity: AHRI Reference No.: Y:\ ... \Plan 1120 End Unit.rhv Carrier Natural Gas or Propane Furnace 92.1 AFUE 56000 n/a n/a n/a -418 17,606 -1,413 977 825 Cooling System Standard Air Conditioner CA13NA024 " "(A,B) CNPV'3017A " +TDR 13 SEER PURON AC 13 SEER 23200 23,200 Btuh 0 Btuh 4540832 3r Wednesday, November 20, 2013, 3:14 PM Rhvac • Residential & Light Commercial HVAC Loads ■ Smith & Willis HVAC LLC Elfte Software Development, Inc. NewTown Perrin's Row Plan 1120 End Unit Littleton, CO 80125 risible Latent Net P 30 [ Rotation Report - _ -- -- 00 West *977 J' All rotation degree values in this report are clockwise with respect to the project's original orientation. 45 Northwest 852 Building orientation as entered (zero degrees rotation): Front door faces West -1,417 1.28 90 North 937 At least one system with its System Air Type input set to Fixed was changed to Auto during the building rotation. If you want to change this behavior uncheck the option on the General tab of the Select Reports dialog called "Always use Auto for System Air Type for Building Rotation Report." -1,415 1.40 180 East 916 16,507 -1,415 Individual Rooms 225 Southeast 824 14,849 -1,415 1.24 270 South 00 45 0 90 0 135 180° 225 270 315 High Rm. Room Rot. Rot. Rot. Rot. Rot. Rot. Rot. Rot. Du No._ Nam CFM CFM CFM CFM CFM CFM CFM CFM Si System 1: Zone 1: 1 Guest Entry *167 167 167 167 167 167 167 167 8 2 Laundry 52 52 52 56 52 52 52 *57 5 3 Pwdr 32 32 32 32 32 32 32 *32 5 4 Kitchen /Dining 260 *267 243 202 228 245 240 222 8,7 5 Living 171 133 162 172 173 148 179 *183 7,7 6 Loft/Bedroom 3 111 93 109 113 97 78 97 *114 7,7 7 Bedroom 2 91 73 90 94 79 59 78 *95 7,7 8 Master Bedroom 134 110 128 133 134 118 137 *140 7,7 9 Bath 4 *5 4 4 4 4 4 4 4 10 Master Bath 35 35 35 36 35 35 35 *36 7 * Indicates highest CFM of all rotations. 8 Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM risible Latent Net ain Gain Tons 00 West *977 *17,614 * -1,414 *1.47 45 Northwest 852 15,360 -1,417 1.28 90 North 937 16,883 -1,415 1.41 135 Northeast 931 16,769 -1,415 1.40 180 East 916 16,507 -1,415 1.38 225 Southeast 824 14,849 -1,415 1.24 270 South 939 16,918 -1,415 1.41 315 Southwest 976 17,580 -1,414 1.46 * Indicates highest value of all rotations. 8 Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads ■ Smith & Willis HVAC LLC Littleton, CO 80 Building Rotation Report (cont'd) Building Rotation Tonnage 1.46 .••• 1.44 ....... 1.42 ••••. 1.40 •.••• 1.38 .•••. N p 1.36 H c 0 1.34 0 U 1.32 • • • . 1.30 1.28 1.26 •••• 124 ....... 122 West Northwest North Northeast East Southeast Direction Front door Faces Elite Software Development, Inc. NewTown Perrin's Row Plan 1120 End Unit _ Page South Southwest —+-- Building Net Tonnage Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads ■ Smith & Willis HVAC LLC Littleton, CO 80125 Building Rotation Report (cont'd) Building Rotation Hourly Net Gain 21,000 18,000 17,000 r A � 16,000 14,000 13,000 12,000 11,000 9 Frontdoorfaces West �– Frontdoorfaces Northwest ---�— Front door faces North ---4 Front door faces Northeast ---+ -- Frontdoorfaces East —+-- Front door faces Southeast -- Front door faces South --�— Frontdoorfaces Southwest Y:\ ... \Plan 1120 End Unit.rhv Elite Software Development, Inc. NewTown Perrin's Row Plan 1120 End Unit Page ( 2? ) - l Wednesday, November 20, 2013, 3:14 PM Manual S, D New Town Perrin's Row Plan 1 120 EQUIPMENT: Furnace = Carrier Model 59SC2A060S 17 -16 (60000 BTU) Air Conditioner = Carrier Model CA13NA024 * * * *(A,B) (2 Ton) Evaporator Coil = Carrier Model CNPV *3017A * * +TDR (2.5 Ton) Duct Data from Program Summary Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered and the cumulative may also include the total static pressure loss of the return side Summa Number of active trunks: 17 Number of active runouts 15 Total runout outlet airflow: Man trunk airflow: 938 826 Largest trunk diameter: Largest runout diameter: Smallest trunk diameter: Smallest runout diameter: 16 8 15.2 4 SMT -100 SR -220 ST -290 SR -210 Supply fan external static pressure: 0.800 060.16 Supply fan device pressure losses: 0.308 100.22 Supply fan static pressure available: 0.492 High Heat Runout maximum cumulative static pressure loss: 0.499 SR -220 Return loss added to supply 0 115 60.000 Total effective length of return ( ft.): 356.0 High Total effective length of supply ( ft) 232.4 SR -220 Overall total effective length ( ft.): 588.4 High to SR -220 Design overall friction rate per 100 ft.: 0.084 (Available SP x 100 ! TEL) Furnace Heat Rise Used 58 degrees on Program Heuiip CapsdtY and y 010-10 010-12 060.12 060.16 10046 100.22 120-22 Input High Heat (BTUHi 40 5Y — 40000 60, DOD 60,DD0 60.000 60, 100.D00 100500 120.DD3 outpul H igh at ? Certifies Temperahwe Rise Range OF (1C) High Hem g 35-65 (19 - 36) 35-65 (19 - 361 40 - 7D (2_' -39) 40 - 70 r -39 40-70 (22 - 39) 35-65 (19 - 36) 40-70 (22 - 39) 40-70 (22-391 45-75 (25 -421 Furnace Blower data .-SIR DELIVERY - CF I ( BOTTOM RETURN WITH FILTER) UNIT SIZE RETURN-AIR CONNECTION SPEED TAPS 2 EXTERNAL STATIC PRESSURE (IN. 0.1 0.2 0.3 0.4 0.5 0.6 0_7L 0.8 0.9 1.0 040 -10 SIDE/BOTTOM Black 1160 1120 1070 1020 965 905 835 765 695 630 Blue 970 940 905 865 825 770 715 655 585 515 Yellow 920 890 855 820 T70 720 665 600 545 465 Red 730 705 670 630 580 535 495 445 380 335 040 -12 SIDE/BOTTOM Black 1310 1255 1205 1150 1100 1045 985 930 870 805 Yellow 1215 1165 1120 1070 1025 970 915 860 800 740 Orange 1065 1030 1000 960 920 875 830 780 725 670 Blue 1005 980 950 920 880 840 790 745 695 640 Red j 750 740 720 700 670 640 615 585 550 500 060 -12 SIDE BOTTOM Black 1295 1265 1230 1195 1155 1110 1055 990 895 795 Blue 1035 1010 980 940 905 865 805 740 655 580 Yellow 965 940 915 885 855 805 750 685 610 530 760 735 470 405 3 SIDE,BOTTOM Black 160 779 1 M 1575 1505 1430 1355 1270 1180 1 9 Yellow 1415 1400 1365 1335 1290 1240 1180 r 1 1 m 1040 965 060 -16 Orange 1065 1060 1050 1035 1010 975 940 890 835 770 Blue 1010 1000 990 975 955 925 885 845 785 720 Red 770 745 730 710 685 660 625 585 545 500 080 -16 SIDE!BOTTOM Black 1800 1770 1735 1685 1630 1570 1495 1415 1330 1230 Yellow 1445 1430 1410 1385 1350 1305 1255 1195 1120 1045 Orange 1250 124 122 1 1170 1130 1 1 75 91 Blue 1090 1080 1060 1035 1010 970 930 885 835 765 Red 880 860 835 810 780 750 10 15 080 -20 BOTTOM or TWO -SIDES 3.4 Black 2310 2235 2140 2050 1960 1860 1755 1 1 5 1430 Yellow 1720 1700 1670 1625 1570 1505 1435 1360 1275 1185 Orange 1515 1500 1480 1445 1405 1350 1290 1225 1155 1075 Blue 1150 1135 1105 1080 1050 1020 980 935 880 815 Red 945 915 885 860 835 805 770 720 670 61 100 -16 SIDE/BOTTOM Black 1725 1700 1665 1620 1570 1510 1445 1365 1265 1160 Blue 1500 1475 1450 1410 1370 1330 1260 1180 — lugs 1010 Yellow - 1235 1215 1190 1160 _ 1 _ 1W _ 1075 1020 960 890 905 Red 1035 1005 955 915 875 825 770 715 650 575 100 -22 BOTTOM or TWO -SIDES 3; Black 2690 2595 2490 2390 2280 2170 2050 1930 1810 1675 Yellow 2180 2145 2095 2045 1980 1905 1820 1725 1615 1490 Orange 1790 1795 1785 1765 1735 1690 1630 1555 1460 1350 Blue 1640 1640 1635 1620 1595 1565 1510 1450 1365 1270 Red 1365 1360 1360 1345 1330 1300 1265 1215 1155 1080 120 -22 BOTTOM o r TWO SIDES r Black 2645 2545 2445 2340 2230 2110 1990 1810 1685 1580 Blue 2430 2355 2275 21 5 2090 1980 1850 1700 1600 1500 Yellow 1850 1825 1795 1760 1705 1625 1540 1465 1380 1280 Orange 1610 1595 1430 1575 1405 1550 1500 1350 1455 1315 1405 IM 1345 1 1215 1270 11 1185 1 Evaporator Coil Static Pressure 3w PERFORVLANCE D.-kTIA (cont.) COIL S TATIC' PRESSURE DROP PL?RON and R -22 REFRIGERMN - TS ® - • I'1 M IM9 '1 1'1 : PI • PI 1'1 JIM, 1 JIRUI 1 1'1 . W, 1'1 : ! 1 • Witla, 1 1'1 1 1 1 1•:'• �iW. i% �iYfi�iil�i�il 'ii�Yi�iiiYY�____________ 1 1 1 1'. 11 •! N• I / �: 1 11 i• I ' 1 Tr• / Ii • 1 1 . � 1 1 • ���{ r���■ �1® �• �' ���1® ���' �■ �1y®y����1y®y�'�_��_r��________ 1 1'' 1 IT• • /': 1 • �iYli /�YirYiii��iil�1fii/ '� iiY�________ 1 1'• • 1 I':. / ••: 1 IT! [ I \Yfii�iif�iiiC /�iiiii________ rr. . r 1 M •, 1 1 • 1 1 1 1 � 1 • �� 1 1 1 • L • 1 i i 1 :T 1 C L�L � ___ -__ - Cooling Data 3`7 DETAILED COOLING CAPACITIES# CONTINUED EVAPORATOR AIR CONDENSER ENTERING Alf 75 (23.9) 85 (29.4) 95 (35) CFM EWB F (C) Capacity MBtuh Total System KW" Capacity MBtuh Total System KW - t Capacity MBtuh Total System KW Total Se Taal Sense Total Outdoor Senst Section 57 (13.9) 27.09 13.27 1.65 25 82 12.82 1 85 24 63 12 41 2 06 62 (167) 2489 16.41 1.65 23.83 15.99 1.84 2271 1556 2.05 700 63 (172)tt 23.39 15.98 1.64 2239 15 55 1.84 2129 1511 205 67 (19.4) 23.01 19.56 1.64 2203 1914 1.84 2099 1667 205 72 (22.2) 22.46 2246 164 2166 21.66 1.83 2079 2079 205 57 (13.9) 27.52 1392 169 2615 13.46 1. n 2491 13 D4 210 62 (16.7) 2525 1744 1.68 2416 17.03 1.88 2300 16.60 209 800 63 (172)tt 23.76 1695 1.68 22.72 16.53 1.87 2160 16 DO 209 67 (19.4) 2347 20.99 168 22,49 20.52 1.87 2152 21 52 209 72 (22.2) 23.30 23.30 1.68 22.44 22.44 1.87 2153 21 53 209 57 (13.9) 27.79 14.53 1.73 2641 14.07 1.92 2510 1163 213 62 (16.7) 2551 1845 1 72 2438 1903 . 191 2321 1759 213 900 63 (17 2)tt 24.03 17,89 1.72 22.96 17.47 1.91 21 82 1701 212 67 (19.4) 23.97 2397 1.72 2307 23.07 1.91 2211 2211 212 72 (22.2) 23.96 2396 1 72 2307 2307 1 91 2211 2211 212 Sensible Gain= 17603 BTUs AC Delivers 21290 BTUs at Design 17603/21290 =.826 or 17.4 % Over- 1.5 ton only delivers 16150 BTUs- Had to use this one. 3-3 Item Value Model Type Standard Air Conditioner Model Number (Combined) CA13NA024 " " "(A,B) +CNPV'3017A*'+TDR Outdoor Model Number CA13NA024 " "'(A,B) Indoor Model Number CNPV'3017A" +TDR Tradename 13 SEER PURON AC Outdoor Manufacturer CARRIER AIR CONDITIONING Indoor Manufacturer Description Comment Nominal Capacity 23200 Nominal Capacity High Speed 0 Nominal Capacity Low Speed 0 SEER 13 SEER High Speed 0 SEER Low Speed 0 EER 11 EER High Speed 0 EER Low Speed 0 Sound 0 AHRI Reference Number 4540832 Qualifying Tier Sensible Capacity 23200 Latent Capacity 0 Compressor Warranty Coil Warranty Parts Warranty Labor Warranty Microprocessor Warranty 39 SR-1 20,7",47 CFM,Reg:10x4 , ', eg x SR- 250,7',38 CFM,Reg:10x4 CFM, Reg:10x 4 Proposed: Frame in 1400" high duct in closet 24x6" Transfer Grille SR 210,4 ",4 CFM,Reg:10x4 SR- 190,7',35 CFM,Reg:10x2 SR- 240,7',57 CFM,Reg:10x4 SR- 140,7',57 CFM,Reg:10x4 NEWTOWN BUILDERS PERRIN'S ROW Plan 1120 Upper Floor Page Size: gi�a�ef 1/8" - Drawn: Approved: Date: Job Number: yo