The URL can be used to link to this page

Home My WebLink About3781 Depew Street, Unit AINSPECTION 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 — tt)�_ — 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 Wall Sheathing Mid -Roof Concrete Encased Ground (CEG) Sewer Service Foundation / P.E. Letter Lath / Wall Tie Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Initials Comments Electrical Wall Sheathing Mid -Roof Sewer Service Lath / Wall Tie Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. For low voltage permits – Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:/,/-) 3 F E A Job Address: 3 7P / i%P W 5 Permit Number: ?-ol7G 76G / ❑ No one available for inspectioDTirnedQ/0AM/PM Re -Inspection required: Yes When correcions have been made, call for re-inspection-Ll e-insppe'cltiioon at 303-234-5933 Date:—?,//) I Inspector: l, l �I DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE U Building Inspection Division -(303) 234-5933 Inspection line ��(30'3) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �� j Job Address: Permit Number: < 0-7 7 U ;- Q ❑ No one available for inspection: Time �,S A&/PM Re -inspection required: Yes ' CO) When corrections have been made, call for re -inspection at 303-234-5933 Date: 6 P1 Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE i,r/�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 7 �,I -7, C h "Z ❑ No one available for inspection: Time AWPr IN Re -Inspection required: Yes Plor When corrections have been made, cae-inspection at 303-234-5933 Date: VI1 Inspector: I --c- DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: M I'd Job Address: -3-7161 (,,u S Permit Number: a o 170 .e ❑ No one available for inspection: Time 1= 73 AM Re -Inspection required:Yes No When corrections have been made, call for re -inspection at 303 -234 - Date:— 9 /R Inspector: `F b> DO NOT REMOVE THIS NOTICE IV � 4 41 City of Wheat Ridge .. r Residential Roofing PERMIT - 201706613 PERMIT NO: 201706613 ISSUED: 08/25/2017 JOB ADDRESS: 3781 Depew ST EXPIRES: 08/25/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles - 32 sq *** CONTACTS *** OWNER (720)339-1444 ONESLAGER RICHARD D JR SUB (303)484-9854 Dylan Lucas, Ryan Nichols 120088 Eco Roof and Solar *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2946 / MANSFIELD BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 16,780.00 FEES Total Valuation 0.00 Use Tax 352.38 Permit Fee 315.25 ** TOTAL ** 667.63 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Roofing PERMIT - 201706613 201706613 3781 Depew ST ISSUED: 08/25/2017 EXPIRES: 08/25/2018 Residential Re—roof to install asphalt shingles — 32 sq I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I furthe ttest that I am le ally authorized to include alI entities named within this document as parties to the work to be performed and work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature o O R or CONTRACTOR (Circle one) Date I . This pe it was issued based on the information provided in the permit application and accompanying plans and specifications and is subjec to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This rmit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and rece ed 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 changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable r any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett 201 ?O6 61 From: no-reply@ci.wheatri dge.co.us Sent: Wednesday, August 23, 2017 4:34 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 3781 11epew St Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Perrins Row HOA 720-339-1444 145 Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract perrinsrow@gmail.com Yes PerrinsRow.pdf CONTRACTOR INFORMATION Contractor Business ECO Roof and Solar Name ] b ( Contractor's License 12008'8. Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) 303-484-9854 610 S Lipan St Denver CO 80223 Contractor Email Address zmaiers@ecoroofandsolar.com Retype Contractor Email Address DESCRIPTION OF WORK TOTAL SQUARES of the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? zmaiers@ecoroofandsolar.com 32 (167870 No 146 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 147 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. 148 3i51 Tie��ew sr- ECO Roof and Solar. Inc. Restoration Contract THIS CONTRACT is executed this 12'h day of July 2017, between ECO Roof and Solar, Inc. whose address is 610 S Lipan Street, Denver, CO, 80223, ("Contractor") and Perrin's Row Community Association. ("Client"), whose address is: 5630 W 38`' Ave Wheat Ridge CO 80212, c/o the registered agent currently on file with the Colorado Secretary of State, its successors and assigns. WHEREAS. Client owns the real property commonly known as: Perrin's Row Community Association, ("Property"). WHEREAS, the Client's property insurer is: American Family Insurance Group — Claim #'s 00225195384: 00225195398: 00225195401: 00225195396: 00225195393: 00225195390 00225195402 - for property damage from the regional 5/08/2017 hail storm. NOW THEREFORE, in consideration of these mutual promises and other good and valuable consideration, the parties agree as follows: 1. Scope of Work; Engagement. Contractor hereby agrees to furnish all materials and labor required to repair commissioned portions of the Property, so approved by Insurerand the Client, as more fully described herein and the attached Exhibit A (the "Work"), to be attached to this Contract and initialed by Contractor and Client prior to commencement of the Work. To the extent any conflicts exist between this Contract and Exhibit A, the terms of this Contract shall control. *Work does not include the D&R of the Solar Panels. These items have been removed from scope of work as they will be handled by a 3`1 party vendor: SolarCity. 2. Compensation (Guaranteed Contract Price). NOTWITHSTANDING ANYTHING TO THE CONTRARY STATED HEREIN, CONTRACTOR SHALL HOLD IN TRUST ANY PAYMENT(S) FROM CLIENT UNTIL CONTRACTOR HAS DELIVERED ROOFING MATERIALS OR HAS PERFORMED A MAJORITY OF THE WORK AT PERRIN'S ROW COMMUNITY ASSOCIATION. Page 1 of 14 Client Initials 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(l)(c), Colorado Revised Statutes, requires this Contract to include "the costs of the services based on the scope of damages claimed and acknowledged at the time this Contract is entered." American Family Insurance Group has identified the amount of insurance proceeds authorized specifically for the Work, (i.e., "the approximate costs of services based on predetermined and currently known damages"), to total $150,184.94. That amount represents the Contract Price: $150,184.94* *(The project may incur additional costs, to be covered by the Client's insurance policy, that would be supplemented and submitted accordingly to American Family Insurance Group and added to the Final Payment of the sequential payment amounts noted below. Client will be not be financially responsible for additional work outside of Exhibit A (supplements) that are not approved and paid for by American Family Insurance Group.) Contractor hereby agrees and warrants that its total contract price, once memorialized in the First Amendment, shall include all labor, materials, accessories and installations required to complete the Scope of Work. The total contract price shall also include all sales, use, and other applicable taxes.for materials, labor, work or sen)ices to be furnished or supplied by Contractor. The Compensation Schedule shall be as follows: • 1" Payment — 50% of Actual Cash Value (ACV) $65,645.91 + Deductible ($5,000.00) amount due upon commencement of Phase 1 .............................. $70,645.91 -2 "d Payment — 50% of Actual Cash Value (ACV) $65,645.91 less a 10% retainer ($6,564.59) due upon commencement of Phase 2..............................................................................$59,081.32 • Final Payment — Depreciation + Retainer + Additional Supplements due upon final inspection and completion of punch list items ........................................ I..............................$13893.12 +$6,564.59 +Supplements *Supplement amount is determined by insurance negotiation *(Client is responsible to pay contractor (Depreciation + Additional Supplements) upon release of final funds per American Family Insurance and not beforehand) "Substantial Completion" is defined as: the Project's roof system installation 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 perfornncd in a. good and workmanlike manner, free from faults and defects, and in accordance with the highest standards of the trade, in the Front Range Metro Area and in accordance with the Plans and Specifications, and applicable governmental building codes and other laws, rules. ordinances, requirements and regulations applicable to the Work. The Work shall be performed in a manner satisfactory to Client as set forth in "Substantial Completion section above. 5. Work Schedule. Contractor shall schedule and begin the Work as soon as possible, favorable weather permitting. Contractor anticipates completion of the work within 60 days of start date, unless such completion is not possible due to circumstances outside the Contractor's control, such as weather conditions, extra work requested by the Client (Change Orders), other Acts of God, scheduling with 3`d party vendors (SolarCity) or any other causes beyond the Contractor's control than cannot be reasonably overcome by Contractor, labor disputes, orfire. Page 3 of 14 Client Initials l� 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, electricity for performance of the Work. 9. Waste Removal. Contractor shall remove from the site all rubbish, debris, and waste material arising from the Work upon completion of the Project. 10. Cooperation of Contractor. Contractor shall obtain all governmental inspections required, if any, for performance of the Work and shall cooperate with the Client in the performance of this Contract. 11. Safety. Contractor shall take all reasonable safety precautions with respect to the Work, shall comply with all applicable laws, ordinances, rules, regulations, requirements and orders of any public authority for the safety of persons orproperty. 12. Employment Practices. Contractor, in the performance of the Work, is an independent contractor and, as such, shall be responsible for compliance with the provisions of all applicable State and/or Federal Social Security, Unemployment Compensation, Workmen's Compensation, Sales and Use Tax, Withholding Tax and other tax laws now or hereafter in effect and shall pay all taxes, contributions and premiums required thereunder. 13. No Liens. Contractor shall deliver the Work to the Client in good condition, free and clear of all claims, liens and encumbrances arising by, through, or under Contractor. At all times, Contractor shall defend and hold Client harmless from and indemnify Client from and against all such claims, liens or encumbrances, pending orthreatened. 14. Insurance. Contractor shall, in a manner satisfactorily to the Client, maintain at its own expense until the completion of the Work and final payment therefore the following insurance: Page 4of 4 Client Initials Contractor Initials (a) Worker's Compensation and Employer's Liability as required bylaw; (b) Comprehensive General Liability; and (c) Comprehensive Automobile Liability. Maintenance of the required insurance protection does not relieve Contractor of responsibility for any losses not covered by the above required policies. Upon Client's written request, Contractor shall furnish original certificates, together with copies of the policies, evidencing that existence of the required coverage with the Client named as a co-insured. Failure of Contractor to fulfill any of its obligations contained in this Section shall constitute a material breach of this Contract. 15. Indemnity. Contractor hereby indemnifies and saves harmless the Client against any and all loss, damage, liability, claims, demands, costs, or expenses, including attorney fees and costs of litigation, arising from or in any way attributable to the activities of Contractor or any of the Contractor's employees, Contractor's Work or Contractor's presence or activities on the Project site without limitation, injuries or deaths to persons and damage to property, where such loss, damage, liability, claims, demands, costs, or expenses arise out of the Contractor's negligence or willful acts. 16. 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 104 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 AUi 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: par nsrow@gmail.com Page 9 of 14 Client Initials Contractor Initials 24. Notice. Except as otherwise provided herein, notice shall be deemed to have been given on the date on which notice is delivered, if notice is given by personal delivery, on the date of the electronic transmission, if notice is given in an electronic form and one business day after the date of deposit in the U.S. mail, if mailed. 25. No Waiver. Any failure to enforce or waiver of any breach of any of the provision of this Contract shall not constitute a waiver of any continued or additional breach of the same or any other provisions of this Contract. Client's failure to give notice to Contractor shall not limit, alter, diminish, restrict or waive Contractor's obligations set forth in this Contract. 26. Entire Agreement. Both parties hereby agree that this Contract and all documents referred to herein represents and constitutes the entire agreement between said parties and no other document or representation, either verbal or written, whether made heretofore, simultaneously with the execution hereof, or hereafter, except as set forth herein, shall be binding on either parties hereto. 27. Amendment. This Contract may be amended, altered, or modified only by written instrument executed by both parties hereto. 28. Governing Law. This Contract shall be interpreted in accordance with the laws of the State of Colorado. in the event of a lawsuit, the proper venue shall be in Denver County, Colorado. 29. Severability. The provisions of this Contract are severable, and should any provision be found to be invalid or unenforceable, such finding shall not affect the validity or enforceability of any other provisions hereunder. 30. Independent Contractor. Contractor is not an employee or agent of the Client, but only an independent contractor. Nothing in this Contract shall authorize or empower Contractor to create or assume any obligation or responsibility whatsoever, express or implied, in the name or on behalf of the Client, nor to make any representation, warranty or Contract on Client's behalf. 31. Attorney Fees. In the event of a default under, or breach of this Contract, the prevailing party shall be entitled to reasonable attorney fees and costs including all costsincurred on appeal. Page 10 of 14 Client Initials Contractor Initials This document authorizes ECO Roof and Solar, Inc. to invoke and compel appraisal rights on behalf of the insured to determine the final payment amount of the claim should the restoration project incur justifiable and verifiable supplemental costs heretofore unknown. [Remainder of page left intentionally blank — Signature Page Follows] Page 11 of 14 Client Initials Contractor InitialsALM 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 stow Community Association; CLIENT Biq i f- . r -L— .a -•tea: ECO Roof and Solar, Inc.; CONTRACTOR A By: Title: Za aiers Commercial Project Manager Page 12 of 14 Client InitialsW Contractor initials Exhibit A Pre -Construction Phase: Delivery of safety, site control, and storage equipment for use during various Phases of restoration process. All equipment used to complete the restoration process in its various Phases will be contained within The Perrin's Row Community Association Property. Initial equipment to include but not limited to depending on necessity: Delivery of one (1) 30 YD waste dumpster: Delivery of one (l) porta-potty: Delivery of one (1) temporary storage container (convex) for storage of materials and equipment: Delivery of portable fencing, cones, and any other equipment defined as site control and safety equipment. *Please note we will attempt to limit tenant impact but additional parking on site will be used to store this equipment. Phase One (Trade Completion): Completion of non -roof and gutter related trade items detailed in the scope of work provided by American Family Insurance Group. These items to include the replacement of the damaged HVAC units (damaged bases and damaged fan guards), replacement to the broken windows panes (re -glazing), replacement of the damaged architectural metals (color to match existing), replacement of damaged garage doors, patch repair to damaged stucco (color to match existing). Equipment necessary for these various processes will be delivered and on site in on an as need basis. Equipment to include but not limited to: Ladders of various height: Delivery and relocation of one (1) Aerial reach crane: Delivery of new material and HVAC equipment, Delivery and relocation of one (1) Articulating man -lift work platform: Delivery of new window pain and glass materials: Delivery of new architectural metal materials: Delivery of new garage doors: Various work vehicles and personnel. Phase Two (Solar Removal, Roof Installation, Gutter Installation): Coordination with SolarCity for removal and temporary storage of all Solar Panel systems currently installed on the various roof structures. Delivery of roofing materials: this process will include the presence of P party equipment on site from our supplier. This equipment includes but is not limited to: Use of one (1) 3 axel transport vehicle with boom/crane arm: Ladders of various height. Materials will be loaded and isolated to the roof of each structure. Existing roofing materials will be removed completely to the existing solid sheath wood deck. New materials being installed include GAF's Timberline HD 30yr shingle (Color TBD), 2 courses of GAF's Weatherwatch Ice and Water Shield to extend 24" within the warm wall of the structure and GAF's TigerPaw Synthetic Underlayment. All damaged roof vents, flashings, pipe jacks, and edge metal will be replaced with new materials and installed in compliance with manufacturer specifications and local city codes and ordinances. Upon completion of each roof, gutter and downspout installation will commence. All damaged gutters and downspouts will be removed from the building and disposed of properly. New gutters and downspouts will be installed to match the existing gutter and downspout installation (color TBD). During construction of the re -roofing and gutter process the following equipment will include but not be Page 13 of 14 Client Initials Contractor Initials limited to: Delivery and use of one (1) extended reach forklift: Relocation, Emptying and replacement of one (1) 30 yard dumpster: Use of Ladders of various height: Use of generators, air compressors and other construction equipment and tools: various service and construction vehicles. Upon completion of construction each day the site will be cleaned and magnetically swept for debris and nails and all tools will be properly stored.. Phase Three (Final Inspection, Punch List Completion): Final inspections will be coordinated with the City of Wheat Ridge to verify that all installations have been installed in accordance with current building code. Any punch list items noted by the city will be addressed. Final Walk through with management, create punch list if necessary and address all items prior to final payment. Upon completion of each final inspection SolarCity will be notified and allowed to coordinate their effort for reinstallation of the solar panels. **Solar panels will not be reinstalled ahead of final city inspection. Post Construction: Upon final completion a full site walk will be completed and all equipment, extra materials, debris, trash etc. will be removed from the site. Warranty Information: - ECO Roof and Solar (5 year workmanship warranty) — All work performed will remain free from defects for a period of up to 5 years - GAF System Plus Limited Warranty included in all roof systems Page 14 of 14 Client Initials Contractor Initials A L11 City of Wheat Ridge Residential Solar PERMIT - 201707661 PERMIT NO: 201707661 ISSUED: 09/25/2017 JOB ADDRESS: 3781 Depew ST A EXPIRES: 09/25/2018 JOB DESCRIPTION: Permit for remove/reinstall existing system (see 201500086) 3.06 KW Roof mounted grid tied PV system. *** CONTACTS *** OWNER (303)859-2600 NT PERRINS LLC 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#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,161.60 FEES Total Valuation 0.00 Use Tax 87.39 Permit Fee 125.05 ** TOTAL ** 212.44 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by 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 thisermit. I further attest that I art le ally authorized to include all entities named within this document as parties to the work to be performed and � qt all work to be permed is disclosed in this document and/or its'IaccomVanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date t 1 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 androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Oficial and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of,thi�s jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date t REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat 1 ,dge 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 Date: 13 1 Plan/Permit # 2, 01-1'0 -7 (.0(-o ( Plan Review Fee: Building Permit Application I zl zq� *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3781 Depew St Unit A, Wheat Ridge, CO 80212 Property Owner (please print): Lee J Padilla Property Owner Email: Mailing Address: (if different than property address) Address: Same as above City, State, 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: 253-720-4461 Phone: Phone: 253-720-4461 Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT x OTHER (Describe) R&R Solar PV (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) R&R a 3.06 kW roof -mounted grid -tied solar PV system Sq. FLILF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 4161.6 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 Whcat Ridge codes and ordinances for work under any pernvt 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 also authorized by the tegat owner of any entity included on this application to list that entity on this application. A CIRCLE ONE: (OWNER) (CONTRACTOR) or (ADTIIORIZED REPRF.SENTATIVE) of (O PRINT NAME: Tyler Ward SIGNATURE: DEPARTMENT USE ONLY ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required (CONTRACTOR2 DATE: 9/21/2017 OCCUPANCY CLASSIFICATION: Building Division Valuation: $ CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. ELECTRICAL NOTES 1. WHERE ALL TERMINALS OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, A SIGN WILL BE PROVIDED WARNING OF THE HAZARDS PER ART. 690.17. 2. EACH UNGROUNDED CONDUCTOR OF THE MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY PHASE AND SYSTEM PER ART. 210.5. 3. A NATIONALLY -RECOGNIZED TESTING LABORATORY SHALL LIST ALL EQUIPMENT IN COMPLIANCE WITH ART. 110.3. 4. CIRCUITS OVER 250V TO GROUND SHALL COMPLY WITH ART. 250.97, 250.92(B) 5. DC CONDUCTORS EITHER DO NOT ENTER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR ENCLOSURES TO THE FIRST ACCESSIBLE DC DISCONNECTING MEANS PER ART. 690.31(E). 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY UL LISTING. 7. MODULE FRAMES SHALL BE GROUNDED AT THE UL -LISTED LOCATION PROVIDED BY THE MANUFACTURER USING UL LISTED GROUNDING HARDWARE. 8. ALL EXPOSED METAL PARTS (MODULE FRAMES, RAIL, BOXES, ETC.) SHALL BE GROUNDED USING UL LISTED LAY -IN LUGS LISTED FOR THE PURPOSE. POSTS SHALL BE MADE ELECTRICALLY CONTINUOUS WITH ATTACHED RAIL. 9. MODULE FRAMES, RAIL, AND .POSTS SHALL BE BONDED WITH EQUIPMENT GROUND CONDUCTORS AND GROUNDED AT THE MAIN ELECTRIC PANEL. 10. THE DC GROUNDING ELECTRODE CONDUCTOR SHALL BE SIZED ACCORDING TO ART. 250.166(B) & 690.47. JOB NUMBER: J B-80 2 5 410 00 MARKET: I MODULES: IN. r1UML3 I k L IIINULI JV ILLJJr--LJU PROJECT MANAGER: MOUNTING SYSTEM: JASON FRISCHKORN SOLARCITY SLEEKMOUNT SYSTEM PAYMENT TYPE: INVERTER: IFASF (1) SOLAREDGE 4 SE3000A-US-ZB-U INDEX PV1 ABBREVIATIONS A AMPERE AC ALTERNATING CURRENT BLDG BUILDING CONC CONCRETE C COMBINER BOX D DISTRIBUTION PANEL DC DIRECT CURRENT EGC EQUIPMENT GROUNDING CONDUCTOR (E) EXISTING EMT ELECTRICAL METALLIC TUBING G SOLAR GUARD METER GALV GALVANIZED GEC GROUNDING ELECTRODE CONDUCTOR GND GROUND HDG HOT DIPPED GALVANIZED I CURRENT Imp CURRENT AT MAX POWER INVS INVERTERS Isc SHORT CIRCUIT CURRENT kVA KILOVOLT AMPERE kW KILOWATT LBW LOAD BEARING WALL MIN MINIMUM MIR MIRROR (N) NEW NEC NATIONAL ELECTRIC CODE NIC NOT IN CONTRACT NTS NOT TO SCALE OC ON CENTER P PANEL BOARD PL PROPERTY LINES PV PHOTOVOLTAIC PVC POLYVINYL CHLORIDE S SUBPANEL SCH SCHEDULE SS STAINLESS STEEL SSD SEE STRUCTURAL DRAWINGS STC STANDARD TESTING CONDITIONS SWH SOLAR WATER HEATER TYP TYPICAL UON UNLESS OTHERWISE NOTED UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. ELECTRICAL NOTES 1. WHERE ALL TERMINALS OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, A SIGN WILL BE PROVIDED WARNING OF THE HAZARDS PER ART. 690.17. 2. EACH UNGROUNDED CONDUCTOR OF THE MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY PHASE AND SYSTEM PER ART. 210.5. 3. A NATIONALLY -RECOGNIZED TESTING LABORATORY SHALL LIST ALL EQUIPMENT IN COMPLIANCE WITH ART. 110.3. 4. CIRCUITS OVER 250V TO GROUND SHALL COMPLY WITH ART. 250.97, 250.92(B) 5. DC CONDUCTORS EITHER DO NOT ENTER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR ENCLOSURES TO THE FIRST ACCESSIBLE DC DISCONNECTING MEANS PER ART. 690.31(E). 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY UL LISTING. 7. MODULE FRAMES SHALL BE GROUNDED AT THE UL -LISTED LOCATION PROVIDED BY THE MANUFACTURER USING UL LISTED GROUNDING HARDWARE. 8. ALL EXPOSED METAL PARTS (MODULE FRAMES, RAIL, BOXES, ETC.) SHALL BE GROUNDED USING UL LISTED LAY -IN LUGS LISTED FOR THE PURPOSE. POSTS SHALL BE MADE ELECTRICALLY CONTINUOUS WITH ATTACHED RAIL. 9. MODULE FRAMES, RAIL, AND .POSTS SHALL BE BONDED WITH EQUIPMENT GROUND CONDUCTORS AND GROUNDED AT THE MAIN ELECTRIC PANEL. 10. THE DC GROUNDING ELECTRODE CONDUCTOR SHALL BE SIZED ACCORDING TO ART. 250.166(B) & 690.47. JOB NUMBER: J B-80 2 5 410 00 MARKET: I MODULES: IN. r1UML3 I k L IIINULI JV ILLJJr--LJU PROJECT MANAGER: MOUNTING SYSTEM: JASON FRISCHKORN SOLARCITY SLEEKMOUNT SYSTEM PAYMENT TYPE: INVERTER: IFASF (1) SOLAREDGE 4 SE3000A-US-ZB-U INDEX PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 STRUCTURAL VIEWS PV5 THREE LINE DIAGRAM PV6 ELECTRICAL CALCULATIONS CUTSHEETS ATTACHED GENERAL NOTES 1. THIS SYSTEM IS GRID-INTERTIED VIA A UL -LISTED POWER -CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. PHOTOVOLTAIC SOURCE AND INPUT CIRCUITS ANC INVERTER INPUT CIRCUIT ARE UNGROUNDED. 4. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED 5. ALL WORK TO BE DONE TO 2009 INTERNATIONAL BUILDING CODE. 6. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE. Pd c Super 8 Denver Stapleton L:trher Kiiig Jr Blvd. PREMISE OWNER: AHJ: Wheat Ridge D'AURIA, DENAE 3781 A DEPEW ST. LOT 20 DENVER, CO 80212 (303) 859-2600 VICINITY MAP S fimltlt •`:anm > aIrnart Supercenter IHOP Famous Dave's Legendary Pit 2ar_g-Que E 3Sth Ave c _ z Ila V1 LICENSE TYPE EC # 8041 JURISDICTION NOTES This permit is for the remove/reinstall of usly Existing equipment previoho _ , ra9eed c201500086 ONLY 16,0f ea_ IREV BY DATE COMMENTS I * Marra Luther icing Jr BI Sfs :ET' G 1; DESCRIPTION: DESIGN: NEW TOWN BUILDERS PERRINS ROW CO NIRAJ NISCHAL 3.060 DC ROOF MOUNT PV SYSTEM PAGE NAME: COVER SHEET SHEET: REV: DATE: PV 1 1/12/2015 m SolarCity. 3055 Clearview Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888) -SOL -CITY (765-2489) www.solarcity.com INS a (N) 80' TRENCH • 18" DEEP r.nNntIIT- 1" SnH VQ IC. LV 1 J.V I . 1—r 1 V. I / .V I VV VV MP1 PITCH: 12 ARRAY PITCH: 12 AZIMUTH: 270 ARRAY AZIMUTH: 270 MATERIAL: Como Shingle STORY: Above I FGFND O (E) UTILITY METER & WARNING LABEL Ing INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS DC DC DISCONNECT & WARNING LABELS AC DISCONNECT & WARNING LABELS -D JUNCTION BOX O DC COMBINER BOX & WARNING 1 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 ., CONFIDENTIAL A THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE JOB NUMBER:NIRAJ J B-8025410 00 PREMISE OWNER: AHJ: wheat Ridge DESCRIPTION: D AURA DENAE NEW TOWN BUILDERS PERRINS ROW CO DESIGN: NISCHAL \,,\SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 3781 A DEPEW ST. LOT 20. 3.06KW DC ROOF MOUNT PV SYSTEM Ok MARKET: N. HOMES MODULES: 12 YINGLI YL255P-29b PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH DENVER CO 80212 PROJECT MANAGER: MOUNTING SYSTEM: THE SALE AND USE OF THE RESPECTIVE JASON FRISCHKORN SOLARCITY SLEEKMOUNT SYSTEM 3055 Clearview way San Mateo, CA SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION Of SOLARCITY INC. PAGE NAME: 303 859-2600 ( SITE PLAN SHEET REV: DATE: PV 2 / / T:(650)638-1028 PZ(650)638-1029 1 12 2015 (888)-SOL-CITY(765-2489) www.solarclty.conn PAYMENT TYPE: INVERTER: (1) SOLAREDGE # SE3000A—US—ZB—U LEASE Stories 4' MAX. BETWEEN STANDOFF FOOTINGS STAGGERED INSTALLATION ORDER 7 PV MODULE � Scale: 1-1/2" = 1' ZEP LEVELING FOOT LOCATE RAFTER, MARK HOLE - HANGER BOLT (6) (1) LOCATION, AND DRILL PILOT (4) HOLE. ECOFASTEN FLASHING(2) SEAL PILOT HOLE WITH �_2' TYP� (E) COMP. SHINGLE (N) ZEP INTERLOCK - - - - - - - (3) POLYURETHANE SEALANT. (E) 2x4 RAFTERS (3) INSERT ECOFASTEN FLASHING. Q 24" SPACING (E) ROOF DECKING FRONT VIEW OF M P 1 J x4" LAG BOLT (2) � (4) PLACE FLASHING BLOCK. B Scale: 1/2"=1'-0" (2-� EMBED, MIN) (5) (5) NSTALL LAG BOLT WITH SEALIN (E) RAFTER LOWEST MODULE SUBSEQUENT MODULES WASHER - (6) INSTALL LEVELING FOOT WITH WASHER AND NUT. STAMPED AND SIGNED FOR STRUCTURAL ONLY GRADE COMPACTED BACKFILL Li 8" 6 �� — UNDISTURBED SOIL > -- - - o w � z - RED WARNING TAPE W/ TRACE WIRE ��• • t :��,�,,``� � APPROVED BACKFILL °NSCHEDULE 40 PVC rN'p1`1`\`�� CONDUIT /3X/3'/ Digitally signed by Srihari Raghavan Date: 2015.01.14 18:17:15 -08'00' *_T�IL Scale. 3/4 - 1-0 CONFIDENTIAL -THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE JOB NUMBER: J B-8 0 2 5 410 0 0 PREMISE OWNER: AHJ: wheat Ridge DESCRIPTION: � D AURIA, DENAE NEW TOWN BUILDERS PERRINS ROW CO DESIGN: NIRAJ NSCHAL .. BENEFIT OF ANYONE EXCEPT SOLARCITY INC-, NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 3781 A DEPEW ST. LOT 20. 3.06KW DC ROOF MOUNT PV SYSTEM oi�" �;,;SOIarClty MARKET: N. HOMES MODULES: 12 YINGLI YL255P-29b PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH DENVER CO 80212 PROJECT MANAGER: MOUNTING SYSTEM: THE SALE AND USE OF THE RESPECTIVE JASON FRISCHKORN SOLARCITY SLEEKMOUNT SYSTEM PAGE NAME: 3055 Clearview way San Mateo, CA SHEET: REV: DATE 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PaYMENTLEPASE INVERTER: N(1) SOLAREDGE # SE3000A-US-ZB-U (303) 859-2600 STRUCTURAL VIEWS PV 3 / / T:(650)638-1028 8:)6 W.38-1029 1 12 201 5 (888) -SOL -CITY (765-2489) www.solarcity.com STAMPED AND SIGNED FOR STRUCTURAL ONLY Digitally signed by Srihari Raghavan Date: 2015.01.14 18:17:26 -08'00' t A SIDE VIEW OF MP SCALE: 1/4" = 1' T. CHORD: 2x6 @ 24" O.C. SUPPORT: 2X4 WEBS, LBW MAX SPAN: 7'-0" (E) 2X6 TOP CHORD (E) 2X4 WEBS (E) 2X4 BOTTOM CHORD CONFIDENTIAL —THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE ,108 NUMBER: J B- 8025410 0 0 PREMISE OWNER: AH k. Wheat Ridge DESCRIPTION: � D AURIA, DENAE NEW TOWN BUILDERS PERRINS ROW CO DESIGN: NIRAJ NISCH AL �\`�,. NOR BENESHAFIT LL IT BE DISCLOSED ANYONE EXCEPT SINWHOLE ORARCITY CIN MARKET: N. HOMES MODULES: 12 YINGLI YL255P-29b 3781 A DEPEW ST. LOT 20. 3.06KW DC ROOF MOUNT PV SYSTEM -==SolarCity. '�� PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH DENVER CO 80212 PROIECT MANAGER: MOUNTING SYSTEM: THE SALE AND USE OF THE RESPECTIVE JASON FRISCHKORN SOLARCITY SLEEKMOUNT SYSTEM 3055 Clearview Way San Mateo, CA SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PAGE NAME: (303) 859-2600 STRUCTURAL VIEWS SHEET: REV: DATE2 T:(650) 638-1028 F:(650) 638-1029 PV 4 1/12/2015 (888)-SOL-CFrY(765-2489) www.solarcly con, PAYMENT TYPE: LEASE INVERTER: (1) SOLAREDGE # SE3000A—US—ZB—U GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (E) LIFER AT PANEL (E) 400A MAIN SERVICE PANEL Inv 1: DC Ungrounded INV 1 - (1 ) SOLAREDGE I SE3000A-US-ZB-U LABEL: A ((12)11NGLI � YL255P-29b 4 TYPE EC # 8041 WITH IRREVERSIBLE CRIMP (E)) 400A LPN -R FUSED MAIN DISCONNECT Inverter; 3000W, 240V, 97.5%; w/Unifed Disco and ZB, PV Module; 255W, 230.8W PTC, H4, 40mm, YGE-Z 60, Black Frame ZEP Enabled INV 2 Panel Number: Meter Number: max: 30 Voc: 37.7 V P INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER Is riu Ion Panel 3 Inverter 1 g MILBANK CUTLER -HAMMER CUTLER -HAMMER Meter Socket Disconnect Disconnect 3 SOLAREDGE ^ SE3000A-US-ZB-U 100A/2P 20A/2F C D E 2171 SolarCity T L1 L2 B " NEUT TO (E) DISTIBUTION f- GND - - - - GND - - - - GND - - - GND - - - - N EGC/ CC, - -- N GEC DG DC, r_ MP D . PANEL i EGC EGC --------------------fJ UNIT A - - - - - - - - - - - - - - - - - - - - - - - - - - ---i---- OOA/2P E N TO (E) ' DISTIBUTION ' PANEL UNIT B OOA/2P I � B N ' TO E DISTIBUTION PANEL UNIT C I OOA/2P ' I I E i TO (E) " CONDUIT IS TO BE MOUNTED MORE THAN 1/2° ABOVE ROOF DISTIBUTION SURFACE TO PREVENT FURTHER AMPACITY DERATING UNDER PANEL NEC 310.15(B)(2)(C). UNIT D I I i EGGGEC� O I 400A FUSED - - GEC - DISCONNECT #8 JUMPER l B ( 1 )SIEMENS SERIES - A NEM 3R: WOB16ML1125CU Load Center; 125A, 120/24OV, NEMA 3 AC A (1) SolarCi,yy pp 4 STRING JUNCTION BOX 2x2 SIRMGS, UNFUSED, GROUNDED DC I (1)MILBANK �l U4801 -XL -5T9 Meter Socket; 200A, Ringless PV (12)SOLAREDGE jP300-2NA4AZS PowerBox Optimizer, 300W, H4, DC to DC, ZEP TO 120/240V BOND (N) y8 EGC/GEC TO (E) i!6-350, -(3)MILBANK N K4977 -INT Load -Side Tap Connector, 100A, #12 - 1/0 AWG nd ( 1) AWG (f6, Solid Bare Copper SINGLE PHASE UFER ORE GEC IN () - (1) Ground Rod; 5/8" x 8', Copper UTILITY SERVICE PANEL WITH IRREVERSIBLE CRIMP PER ART. 250.64 C (1 )CUTLER-HAMMERDG221URB � # Disconnect; 30A, 240Vac, Non -Fusible, NEMA 3R ARRAY GROUND ELECTRODE: LOCATE (N) GROUND ROD PER NEC 690.47(D) TO GROUND THE ARRAY. CONNEC - (1)CUTLER-HAMMER 8 DG03ONB A SEPARATE (N) #6 GEC FROM THE ELECTRICALLY BONDED ARRAY FRAME TO THE (N) GROUND ELECTRODE. Ground/Neutrol it, 30A, General Duty (DG) THE (N) GEC SHALL BE KEPT SEPARATE FROM ALL OTHER NON-CURRENT CARRYING METAL PARTS. 1 SIEMENS Q220 PV BACKFEED BREAKER POI ( )SIEMENS 2P, 2 Spaces / P (1 )AWG #10, THWN-2, Black o (I)AWG 10, THWN-2, Red O ( ) B -( 1) Wire (2)AWG #10, PV WIRE, Black Voc* = 500 VDC Isc = 15 ADC Metal Clad Cable; MC 10/3 w/G 75degC (1)AWG 10, Solid Bare Copper EGC Vmp = 350 VDC Imp= 8.63 ADC or O ( ) i PP P P- -(1)CUTLER-HAMMER # 0G030NB Ground/Neutral it; 30A, G General Duty (DG) (1 )AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=12.5 AAC (1)AWG X10, THWN-2, Black Voc* = 500 VDC Isc = 15 ADC -(1 )AWG 8, THWN-2, Green EGC/GEC 2 (1)AWG X10, THWN-2, Red Vmp =350 VDC Imp= 8.63 ADC E (1)CUTLER-HAMMER # DG321UG8 Disconnect; 30A, 24OVac, Non -Fusible, NEMA 1 - (1 ) Conduit Kit; 1' PVC, Sch. 40 EGC (1) AWG #10, THAN -2, Green EGC. - (1 ) Conduit Kit; 3/4' EMT - (1)CUTLER-HAMMER Y DG03ONB Ground/Neutral it; 30A, General Duty (DG) INFORMATIONCONFIDENTIAL - THE CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NUMBER J13-802541 0 00 PREMISE OWNER: AHJ: Wheat Ridge D AURIA DENAE DESCRIPTION: NEW TOWN BUILDERS PERRINS ROW CO DESIGN: NIRAJ NISCHAL • ;COlar�l+" MODULES: WH NOR SHALL IT BE DISCLOSED IN OLE OR IN MARKET: N. HOMES 12 YINGLI YL255P-29b 3781 A DEPEW ST. LOT 20. 3.06KW DC ROOF MOUNT PV SYSTEM ''••"` �+ 1. r ►�� PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION NTH DENVER, CO 80212 PROJECT MANAGER: MOUNTING SYSTEM: THE SALE AND USE OF THE RESPECTIVE JASON FRISCHKORN SOLARCITY SLEEKMOUNT SYSTEM 3055 Clearview Way San Mateo, CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. � 303 859-2600 PAGE NAME: THREE LINE DIAGRAM SHEET REV: DATE: T:(650) 638-1028 F:(650) 638-1029 PV 5 1/12/2015 (888) -SOL -CITY (765-2489) www.solarcity.com PAYMENT TYPE: LEASE INVERTER: 1(1) SOLAREDGE SE3000A-US-ZB-U # 1. Conductor Sizing per Art 690.8(B)(1) a. Conductor must have 30 deg. C ampacity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.15(B)(16). c. Evaluate conductor temperature at terminations per 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(B)(1) a. Conductor must have 30 deg. C ampocity >= 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 Sizing per Art 690.8(B)(1) a. Conductor must have 30 deg. C ampacity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.15(B)(16). c. Evaluate conductor temperature at terminations per Art 110.14(C). Ampacity of wire derated for conditions of termination must be >= continuous current*1.25. All inverter output terminations are rated at 75' C. ------------------------------------------- 6. OCP Sizing a. Round up to next size per Art 240.4(8) 7. Conductor Sizing per Art 690.8(B)(1) a. Conductor must have 30 deg. C ampacity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.15(B)(16). c. Evaluate conductor temperature at terminations per Art 110.14(C). Ampacity of wire derated for conditions of termination must be >= continuous current*1.25. All inverter output terminations are rated at 75' C min. ELECTRICAL CALCULATIONS Hardware Module: DC Converter: Qty 12 12 Model Yin li YL255P-29b YGE-Z 60 SolarEdge OP300-MV Inv Power DC W PTC DC W STC DESCRIPTION: NEW TOWN Voltage Drop Calculations Vdrop= (Imp) (2*Length) (Resistance) Inverter Imp (A) Max. Length (ft) Wire Input 1 8.63 1 50 AWG #10 (8.63 1 100 1 0.00124 Inverter Imp (A) Max. Length (ft) Wire Output R2.5 95 1 AWG #10 Vdrop= (12.5 1 190 1 0.00124 N/A Imp (A) Max. Length (ft) Wire Vdrop= Ohms) Ohms) Ohms) 5_8.0 / (Vmp) 350 0.33 240 0.82 Inverter A: 1 SolarEdge 3000 AFCI 3000 2700.36 1 3060 Inverter B: 3781 A IVdrop= 3.06KW DC ROOF MOUNT PV SYSTEM 3000 2700.36 1 3060 �'no� J ` r Inverter A Stringing String 1: 12 Modules String 2: Modules Inverter B Stringing String 1: Modules String 2: FModules CO 80212 PROJECT MANAGER: MOUNTING SYSTEM: THE SALE AND USE OF THE RESPECTIVE JASON FRISCHKORN Voltage Drop Calculations Record Low Temp: Max Average High Temp: °F °C -22 1 -30 189 1 32 Photovoltaic Module Electrical Specifications: Yingli YL255P-29b YGE-Z 60 Power (STC)= 255 W Power (PTC)= 230.8 W Voc= 37.7 V Vmp= 30 V Isc= 9.01 A Imp= 8.49 A Tvoc= 0.12 V/deg C Tvmp= 0.13 V/deg C Tisc= 4.5 mA/deg C Photovoltaic Source Circuit (Modules to PowerBox) V V V V 1 A 1 A A Voc at Min Temp= Voc= Vmp= Vmp at Max Temp= Isc= Imp=j Icont= 44.34 37.7 30 26.98 9.01 8.49 11.26 PAYMENT TYPE: LEASE AWG #10 90 °C:Table 310.15(8)(16) Ampacity= Corrected Ampacity= Temperature Derate= Conduit Fill Derate= 30 > 1 14.08 A A > 1 11.26 A 17.4 0.58 1 DC Converter Electrical Specifications: SolarEdge OP300-MV Power= 300 W Efficiency Factor= 0.99 Vmin_input= 5 V Vmax_input= 60 V Imax_input= 10 A Vmax_output= 1 500 IV Imax_output= 15 A PowerBox to Combiner String 1 Vmax= 500 V Wire Length Vmp= 350 V Imax= 15 A Imp= 8.63 dA AWG #10 90 °C:Table 310.15(B)(16) Ampacity= 40 > 15 A Corrected Ampacity= 30.4 A > 15 A Temperature Derate= 0.76 Conduit Fill Derate= 1 OCP= 15 A 50 Combiner to Inverter Vmax= Vmp= Imax= Imp= AWG #10 Ampacity= Corrected Ampacity= Temperature Derate= Conduit Fill Derate= OCP= 500 V Wire Length 50 350 V 15 A 8.63 A 90 °C:Table 310.15(B)(16) 40 > 18.75 A 30.4 A > 15 A 0.76 1 20 A DC Converter Electrical Specifications: SolarEdge 3000 AFCI Power= 3000 W Vmp_input= 350 V Vmax_input= 500 V Imax_input= 10 A Vmax_output= 240 V =Service Voltage Imax_output= 12.5 A =lcont Inverter A Output Circuit Service Voltage = Icont = 240 V 12.5 A Wire Length 95 Inverter A Output Circuit Service Voltage = Icont = AWG #10 Ampacity= Corrected Ampacity= Temperature Derate= Conduit Fill Derate= OCP= 240 V 12.5 A Wire Leng h 95 90 °C:Table 310.15(B)(16) 40 > 15.62 A 36.4 A > 12.5 A 0.91 1 20 A AWG #10 90 °C:Table 310.15(B)(16) Ampacity= Corrected Ampacity= Temperature Derate= Conduit Fill Derate= OCP= 40 > 15.62 A A > 12.5 A A 36.4 0.91 1 20 CONFIDENTIAL -THE INFORMATION HEREIN CONTAINED SHALL NOT E USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., JOB NUMBER: JB -802541 O O O PREMISE OWNER: � D AURIA AHJ: Wheat Ridge DENAE DESCRIPTION: NEW TOWN BUILDERS PERRINS ROW CO DESIGN: NIRAJ NISCHAL =I1;COlar(`I�" MODULES: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN MARKET: N. HOMES 12 YINGLI YL255P-29b 3781 A DEPEW ST. LOT 20, 3.06KW DC ROOF MOUNT PV SYSTEM �'no� J ` r PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH DENVER, CO 80212 PROJECT MANAGER: MOUNTING SYSTEM: THE SALE AND USE OF THE RESPECTIVE JASON FRISCHKORN SOLARCITY SLEEKMOUNT SYSTEM 3055 Clearview Way San Mateo, CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. (303) 859-2600 PACE NAME: ELECTRICAL CALCULATIONS SHEET REV: PV 6 DATE: T:(650) 638-1028 F:(650) 638-1029 1 /12/2015 (888)-SOL-CFFY(765-2489) www.solarcity.com PAYMENT TYPE: LEASE INVERTER: (1) SOLAREDGE # SE3000A-US-ZB-U Addre a bove Complete all information on BOTH sides of this for � g FOR OFFICE USE ONLY City of .. p Date: 4 1 ? �2 gyp v p* y y. y. g g py qy, # 1 Bu ilding & Inspectio Service.- Di 7.500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303- .237 -3929 try �a v1 r t � Inspection twine: 303- 234 -5933 � 1LI S 5M, B uild i ng Permit lip t 0 010 Piroperty Address: 3781 A Depe S t, Whea Ridge CO 80212 Pr*P" Owner Email: Addre a bove Complete all information on BOTH sides of this for Sq. FULF Btu's Gallons Amps quare Other Install a 3.06 kW roof-mounted grid -find scalar PV system ,',,,,.,SolarC*Ity,. (888) - OL-Cf Y (766 1 A solarcdy com a a ♦ AA09i i Zt January 14, 2015 G2 # :C c A4�e jW ,,,Sdarc Slee .. Structural Design S @ � y � klVid' 4IIiX#� t1f1 JCY1 Coil i.�A�APY lI PA.VV� NA N ��p!y} .. [* ,. „� � � ,......<� K aaa S df q .., .�,.��, rr a{.wa " � r•' y � e4 � Q q m M V1 11 v i'tsyll' { \y 1 ¢ \}) Wind Pressure Exposure K OM Table 6- " 1s 1, 1 1 Wind Direr +unality Factor K OM Table 6-4 xis 4 „ .1m `}\ ✓;s1 1s S1 `1 "" ",-10 , RA Vel ocity Pressure q qh = 0.00256 (Ka) (Kzt) (d) (V,,"2) (1) 20.6 equ n 6-15 " � r•' y � e4 � Q q m M I 1 MO psf 3/12 b y s yltr3l at� \�tul rCt tltil �"'�i~ t;nu1 �i "'�ia�4 tiut'"tt�`��14�r�4ti,�al�t.4 a�et r } utl�i^��g��i i "N�, i t t ��ttiit tilt it It \i))u+ri�.. y1t;), s Snow Thennal Factor Ct All structures except as indicated ol 1.0 • urn Table IN ��lMIpIINII . U�IGII lq�li�l N UVfI Alai ly�� ,,�. o out ISM Unobstructed My�Y�IIIV� i�Y,, NA a O F WI O WN ��lMIpIINII . U�IGII lq�li�l N UVfI Alai ly�� ,,�. o out ISM Unobstructed My�Y�IIIV� i�Y,, NA S1adn Mich Oly OHL OHR CANT 1, CANT R PL.5'S : "ink 344.0 2112 1 1 -2- 1.2-0 0.0 -0 0.0-0 t 24 in 155 Itts i -0 5 Q 5 "rt7 t7 a nti 6 aiYQ 7 1 i3 1 -2-0 10-t3 -Q 15--0 20-2 -0 27 -0-0 34w1-0 ' 35x3€ a9 9 12 5x6 t T7 3 x8 # s 5x61 6 301 axa0t p _ U41 3 ".� p � 96 4~�) i.."�""` ^"",,,,,.,,,, + + x18.15 st 4x$ 4" 16 15 .� 14 13 48 -18 W. 605 - 1.5x3j 1.25x31 0.0.0 2- 2 5- 0 ,.a O-3-0 WU �� w 20-2-0 7 34 - 1 w 4 ,, 1dza:S 1paaii llldgl dlr W.I. 20 TC: dt -9N dl ^'? Roof paP � kwm 1 3"i n 1,.,`344 12 Ll190 4axcrw (P:;). 3de "CPi 112007 t3C ; i7 „eJ'} (l ? -t) tEat tL: OM in Y..f 830 12 R” t 240 9Y OX ; l Oma') dcp We izrmme : Xir Wkb z 0.97(R-10) Hiov TL 0,24 in w 0 ta,(a.L 115% CAW FWAOr.. i:.cr 9.S 2 -15 0,705 40?Y thw i4.32 0,850 4,fe 12 iba t3��ifP tf.473 .3,34{t the 4.15 0.273 4201, €2 Rhap 642 0,489 1,272 We 4.10 u ih2 467 khe 4 "14 0A70 -754 Ins 13.33 0,5") fit Shs 544 0.409 -1,412.11, 64 f 0,743 .3,794 lbs 1)w1o"'trt trues lsae Yxcare ahtascxt 4,cgualitY xasurmexx: iaxpw. znra:'&ecrtts {:ovn0;b9tiFtard 3r 'TFR k�Tk3tR2J.A7.4 tha,f'bc. ust CA.- k.ii4- 2y At tcmd 00ow•dh of th. truss has bm da^aignel wt@r a pand point in ltae wt4x- All pad pob t on stem dw shnil he brtaesl R.uc ilb pa to the filme;ord e mss. IA Tai lama, � 4 ^ h9l he raes[ailcI ittou h" ofeteb xv p p d poiol- fntk?axua, cxeodauoety Isaexat se.. a ssn {C "9.,123 rt4nseeexi ss t6e inns i¢szx(al atsatwat. Stsrws u9 {,:t.;p rrtinat Ari: aedteYat&edv datagxrea Rp bra aa3„ zaa= CY- ti4`GY3CCdtSfiYC:0. { °:E:. ho eb maai ye trr CI.R.s med ct ria brm"su�*.. sty p "it�k'8t2Clt�••4 °E 4)ils^naenpuuekaa;d sheaum ua rho stFassw Galxiezhac aatyba+m do 3ha nw�aunce:tw*R}aad�uDm u>paizr.�ettda >r.+etu FeasCh`ava a+ #equna}oTas�aud 7lxrcelhertaripe ea:.us:n3cr>aionw, NOW L Acopy ¢aMs desia shall he tomishol Na the ae ikm cotot ol. ThecFesap+ O#' 6 voliroedmW utcaa ar payeed on dang LYemia and roqui am is supplicd hyO NS,, htxtudx^Sn" mtd mike upon t6r,asat arw,y P�O[I StTong- Tie {'-f3Wmany d vtttegaRssrrs v ofrh+: aelirxsa eesar set film aythe ft0diagmNil .,i sari ern the, drawisep vzr3u: tas ae. xtmsu otpntfs:pieu+aC aseptueee np rcupt+eastladiisy aerlaig kar 9bsdeuaa urngteoneart elc�*t r ettttum. Scr the enter PW and the - hwoomt inkmaion&. Gwaal Not "paW 3sat WdWona3 k f6mwefxan Ali muftaxxoe plzacs shall be n aau&mmai by Simpson Smag- 'A, Ompawy, beC Ue aexaaulmtca. wsRh F'R- 2'2Yn2.Ati ex nucexarptac+�s aao 20 Fww, units, ftspodfiod p1w e v is rol'looW by s "-1$" nhech asedwaw w "pup pup pkaae, or "SN W, whoch iindicatca a lu a to oxlon 3 # ~ytW, SolarC ty Truss: G 3055 C k- arwiew Way N'jet t2dwm 80254111 component Saiattlans m San Matem, CA 02) Desiglter: x- 11t�'tr Truss (888) 7615 2489 mte" 111412015 2:29:13 PIM,4 Vessiow 5.8 112nild 161 1 Oft S1adn Mich Oly OHL OHR CANT 1, CANT R PL.5'S : "ink 344.0 2112 1 1 -2- 1.2-0 0.0 -0 0.0-0 t 24 in 155 Itts i -0 5 Q 5 "rt7 t7 a nti 6 aiYQ 7 1 i3 1 -2-0 10-t3 -Q 15--0 20-2 -0 27 -0-0 34w1-0 ' 35x3€ a9 9 12 5x6 t T7 3 x8 # s 5x61 6 301 axa0t p _ U41 3 ".� p � 96 4~�) i.."�""` ^"",,,,,.,,,, + + x18.15 st 4x$ 4" 16 15 .� 14 13 48 -18 W. 605 - 1.5x3j 1.25x31 0.0.0 2- 2 5- 0 ,.a O-3-0 WU �� w 20-2-0 7 34 - 1 w 4 ,, 1dza:S 1paaii llldgl dlr W.I. 20 TC: dt -9N dl ^'? Roof paP � kwm 1 3"i n 1,.,`344 12 Ll190 4axcrw (P:;). 3de "CPi 112007 t3C ; i7 „eJ'} (l ? -t) tEat tL: OM in Y..f 830 12 R” t 240 9Y OX ; l Oma') dcp We izrmme : Xir Wkb z 0.97(R-10) Hiov TL 0,24 in w 0 ta,(a.L 115% CAW FWAOr.. i:.cr 9.S 2 -15 0,705 40?Y thw i4.32 0,850 4,fe 12 iba t3��ifP tf.473 .3,34{t the 4.15 0.273 4201, €2 Rhap 642 0,489 1,272 We 4.10 u ih2 467 khe 4 "14 0A70 -754 Ins 13.33 0,5") fit Shs 544 0.409 -1,412.11, 64 f 0,743 .3,794 lbs 1)w1o"'trt trues lsae Yxcare ahtascxt 4,cgualitY xasurmexx: iaxpw. znra:'&ecrtts {:ovn0;b9tiFtard 3r 'TFR k�Tk3tR2J.A7.4 tha,f'bc. ust CA.- k.ii4- 2y At tcmd 00ow•dh of th. truss has bm da^aignel wt@r a pand point in ltae wt4x- All pad pob t on stem dw shnil he brtaesl R.uc ilb pa to the filme;ord e mss. IA Tai lama, � 4 ^ h9l he raes[ailcI ittou h" ofeteb xv p p d poiol- fntk?axua, cxeodauoety Isaexat se.. a ssn {C "9.,123 rt4nseeexi ss t6e inns i¢szx(al atsatwat. Stsrws u9 {,:t.;p rrtinat Ari: aedteYat&edv datagxrea Rp bra aa3„ zaa= CY- ti4`GY3CCdtSfiYC:0. { °:E:. ho eb maai ye trr CI.R.s med ct ria brm"su�*.. sty p "it�k'8t2Clt�••4 °E 4)ils^naenpuuekaa;d sheaum ua rho stFassw Galxiezhac aatyba+m do 3ha nw�aunce:tw*R}aad�uDm u>paizr.�ettda >r.+etu FeasCh`ava a+ #equna}oTas�aud 7lxrcelhertaripe ea:.us:n3cr>aionw, NOW L Acopy ¢aMs desia shall he tomishol Na the ae ikm cotot ol. ThecFesap+ O#' 6 voliroedmW utcaa ar payeed on dang LYemia and roqui am is supplicd hyO NS,, htxtudx^Sn" mtd mike upon t6r,asat arw,y P�O[I StTong- Tie {'-f3Wmany d vtttegaRssrrs v ofrh+: aelirxsa eesar set film aythe ft0diagmNil .,i sari ern the, drawisep vzr3u: tas ae. xtmsu otpntfs:pieu+aC aseptueee np rcupt+eastladiisy aerlaig kar 9bsdeuaa urngteoneart elc�*t r ettttum. Scr the enter PW and the - hwoomt inkmaion&. Gwaal Not "paW 3sat WdWona3 k f6mwefxan Ali muftaxxoe plzacs shall be n aau&mmai by Simpson Smag- 'A, Ompawy, beC Ue aexaaulmtca. wsRh F'R- 2'2Yn2.Ati ex nucexarptac+�s aao 20 Fww, units, ftspodfiod p1w e v is rol'looW by s "-1$" nhech asedwaw w "pup pup pkaae, or "SN W, whoch iindicatca a lu a to oxlon 3 # ~ytW, ABBREVIATIONS ELECTRICAL NOTES I NDEX LICENSE Work shall comply with the A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING PV1 COVER SHEET following good 2 012 IR x., 2 AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN PV'3 STRUCTURAL VIEWS C,, I E :' t 1 NEC,, BLDG BUIL DING POSITION, A SIGN WILL BE PROVIDED WARNING OF THE HAZARDS PER ART. 690.17. PV STRUCTURAL VIEWS TYPE EC 8041 CONC C CONCRETE CONCRETE, COMBINER BOX . 2. EACH UNGROUNDED CONDUCTOR` OF THE PV5 THREE LINE DIAGRAM D DI PANEL MULTIWIR BRANCH CIRCUIT WILL BE IDENTIFIED PV6 ELECTRICAL CALCULATIONS DC DIRR T CURRENT BY PHASE AND SYSTEM PER ART. 210.5. CUTSHEETS ATTACHED EGC EQUIPMENT GROUNDING CONDUCTOR 3, A NATIONALLY- RECOGNIZED TESTING (E) EXISTING LABORATORY SHALL LIST ALL EQUIPMENT IN EMT ELECTRICAL METALLIC TUBING COMPLIANCE WITH ART. 110.3. SOLAR GUARD METER 4. CIRCUITS OVER 250V TO GROUND SHALL COMPLY WITH ART. 250.97, 250.92(8) t ,^ JURIS IMON NOTES GALV GEC GALVANIZED GROUNDING ELECTRODE CONDUCTOR 5. DC CONDUCTORS EITHER DO NOT ENTER GND GROUND BUILDING OR ARE RUN IN METALLIC RACEWAYS GEN N E' HOG NOT DIPPED GALVANIZED OR ENCLOSURES TO THE FIRST ACCESSIBLE DC I CURRENT DISCONNECTING MEANS PER ART. 690;31(E). Imp CURRENT AT MAX POWER 6. ALL ORES SHALL BE PROVIDED WITH STRAIN I INVERTERS RELIEF AT ALL ENTRY INTO BOXES A s 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 3. PHOTOVOLTAIC SOURCE AND INPUT CIRCUITS AND MIN MINIMUM HARDWARE. INVERTER INPUT CIRCUIT ARE UNGROUNDED. Wheat Ridge Building Department MIR MIRROR 8. ALL EXPOSED METAL PARTS (MODULE FRAMES, 4. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED Approved (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. NIC NOT IN CONTRACT PURPOSE. POSTS SHALL. BE MADE 6. ALL ELECTRICAL WORK SHALL COMPLY NTH THE IL,I AL NTS NOT TO SCALE ELECTRICALLY CONTINUOUS WITH ATTACHED 2014 NATIONAL ELECTRIC CODE. { ON CENTER RAIL. t° of per it. The issuance of a r a`st or approval a s.'s . ,. , P PANEL BOARD 9. MODULE FRAMES, RAIL, AND POSTS SHALL BE rrt m shalt not a pe rmit tor, nt a approval t, any a t0 PL PROPERTY LINES BONDED WITH EQUIPMENT GROUND CONDUCTORS p rovisions of the hraitdirt code r of any Sty ordrr w , PV PHOTOVOLTAIC AND GROUNDED AT THE MAIN ELECTRIC PANEL. ez � u GG`wa �( SYr�Ft�.� 4 rPS Erb yy �,� O t} ,g ' t sMaP5 or car -rat the provision the , PVC POLYVINYL CHLORIDE 10. THE DC GROUNDING ELECTRODE CONDUCTOR VICINITY #rrin codes «r Other rdmanc s of the City shall not he va €rd. S SUBPANEL SHALL BE SIZED ACCORDING TO ART. ` CH SCHEDULE 250.166(B) & 690.47. S STAINLESS STEEL" 1V ryTM~ SSD SEE STRUCTURAL DRAWINGS STANDARD TESTING CONDITIONS rttr Rd ' j nanu«es. STC SWH SOLAR WATER HEATER TYP TYPICAL St�TT hF IIt U UPS UNLESS OTHERWISE NOTED UNINTERRUPTIBLE POWER SUPPLY �: s up et Denver , . r Famous Dave's 1 Fi l l tr) c�!" AWk VOLT Stplt r�, Legendary Pit Vmp VOLTAGE AT MAX POWER Wtoka ® Building De;pt, VOC VOLTAGE AT OPEN CIRCUIT t .' W WATT C E 351 Ave Da!- I R NEMA 3R, RAINTTGHT �.... &D OAMIL." I..,,rttlt Krug Jt tart ;. REV BY DATE tOMME ��. Martin Luther King ,wtr Bt F` X IM CONFIDENTIAL - THE IF A T NOT BE USED FOR 714E J - 802541 O Q A Wheat Ridge D AURIA, DENAE NEW TON BUILDERS PERRINS ROW CO NIRA NISCHAL '" NO? IT BE DI T 01 OR IN A. — HOME S 12 YINGLI YL255P -29b 3781 A DEPE T. LOT 20. .06K DC ROOF MOUNT PV SYSTE �,� , � 70, "" JTV ORG ANIZATION, T ° EXCEPT as CT MAKM MOURM sysTEar DENVER, CO 80212 �'�� ,�W�, THE SME Aran I THE RESPECTIVE JASON FRI CHKORN SOI_ARCITY LEEKMOUNT SYSTEM PACE Y: DATE: SOLARCI E T, VATHOUT 714E TTE:7a PERMISSION C TY Irk. PA I E 1 SOLAREDGE SE300OA --US B —U (303) 889 -2600 COVER SHEET T:(650) 538-1028 F:(650 638 ^1029 PV 1 1/12/2015 ( t�sm t7as -2 ) . tCty.C4Xi1 E 2' () ZAP I (E) 2x4 RAFTERS 0 24 " SPACING ST FF 1e: 1 -1/2" = 1" — LOC INSTALLATION ORDER iu yoi n �i � ------- , K iii ! L OCA TI ON , `i DR RPM wilmil.15101111ra mm RED WARNING TAPE t� W/ TRACE WIPE I APPROVED BACKFILL SCHE * CON mow. 1 " i Wheat t ti° pi{.vp•t. l F,k•,C� 9b 37 i. DEPEW ST. LOT 20. 3.06KW DC ROOF MOUNT PV SYSTEM ♦' t ! 1 t ft r ! @ i; iAlllri �M�� DENVER, CO 80212 Iii ■■V� I I I �i 1 , 111 I 4 j f 0 15, T,( 650 ) 638-1028 i,.k. ; 0.. ...f.. ..� • .., IMllll�p'lll I !1 t 009Z # ! • a o • T #r r r • • • • M t t e r .i �11t ! � ` ` E E i t H E s till UeAe4beU!Je4!jS Aq pau6is'Allelf i GROUND SPECS MAIN PANEL SPECS GENERAL NOTES BOND (N) #8 GEC TO (E) LIFER AT PANEL E} 400A MAIN SERVICE PANEL Inv 11 DC Ungrounded INV I I SOLAREDI NTH IRREVERSIBLE CRIMP �E 400A LPN—R FUSED MAIN DISCONN ECT Inverter; anel Number: INV 2 Meter Number. INV 3 trl Inx gist7libUfM Mo MILBANK CUTLER—HAMMER CUTLER—HAMMER _ Meter Sod(et Disconnect Disycownect 3 10OA/2P t20A�2P E = IF TO (E) 01STIBUTION PANEL UNIT A I QtTA f 2P 13 TO (E) DISTIBUTION PANEL LINT 8 IOOA/2P USTIOUT" PANEL UNIT C OOA/2P aim .# r II ,; a . _a OTC SAVOTE algel::). 06 1 oT# 9MV I A OOS =maul xewA =< kasn jo suoilipm) jvi suoi4;)a, jo;) jallu) envy } rww av#jlipuv;) A USE - Tnduf - dwA 6ual aim V I S'ZT TU001 M OOO -Ja d . 1)( )Z lib' jad ua no EMM • • , SNO11VInDIVO IV018 009Z-692 �X ZLZ 0 ' 83AN3 0 V431S),S Ad ! !. R1 1 ! ! !. .. 1 ! 1 « R a . .# . a s M EMEMEMn-wigialwa "- `d i' =dOO (8)* otZ &jM .iad azls lxau of do pun °o 8S'0 R ±.• � a R ! R R.. =aTe oo ll!31!npuoo < V V/ -T = loedwV paToauo 9L'0 ®aTeiaa ajnleiadwal I < OE v ST < V Voc =AloedwV paToa.uoo 9Z'TT =IUOOI VI ST < Of =f4pedwV =Osl v ST = (Old)10MOd (9T)( )ST`OTE algel ::). 061 oT# LMV SS2 A OOS EMEMEMn-wigialwa "- `d ST =dOO (8)* otZ &jM .iad azls lxau of do pun °o 8S'0 = aTejaa aJnTejadwal T =aTe oo ll!31!npuoo < V V/ -T = loedwV paToauo 9L'0 ®aTeiaa ajnleiadwal I < OE v ST < V Voc =AloedwV paToa.uoo 9Z'TT =IUOOI VI ST < Of =f4pedwV =Osl v ST = (Old)10MOd (9T)( )ST`OTE algel ::). 061 oT# LMV SS2 A OOS 09 Z-3 9A q6Z ~dSSZlA 11 to v OT V E9 "g Awl A 09 T wxewl A A OSE Awh 66't 416 aJ M A OOS =xewA M CIE I uLq jautgwo xo6.lamOd I :Sti4?qmgpa Mb AC 4 j{s • r*ii� 3003 O i` i �,: w� a .C• a. a r: ,C•• ::R a .R Ck a nUP013 .iaV9AUOO X T =aTe e(j llld Tlnpuoo (8)* otZ &jM .iad azls lxau of do pun °o 8S'0 = aTejaa aJnTejadwal 1.!! . j 9Z'TT < V V/ -T = loedwV paToauo v so I < OE = raedwy V C9T) {0 }ST "0TE algel::). 06 I • 9Z'TT =IUOOI - dWA -00M P3Jelo (I) (V) 51Z }:iy jad jua i.ino `d TO'f =Osl Mb AC 4 j{s • r*ii� 3003 O i` i �,: w� a .C• a. a r: ,C•• ::R a .R Ck a nUP013 .iaV9AUOO X 8q jJ Jac oUIZ!S aolonpuo .L ^oSLL (8)* otZ &jM .iad azls lxau of do pun °o PIA ET`O- 1.!! . j 'D . L =Tnd3no }a pa;oJ a.io SUOI}oUIWJ,91 Ind ;no JaliaAul 13V c; j * juaiino snonulluoo =TndTno -xewA =< aq Isnw uoi;ourw:ial jo suotllpuoo Jol pajo.iap asrla jo d}loodwv = Indu . f - xewl liv lid SUtlIjDU U J9j ID ainpiedwal jolonpuoa ajonIDA3 ' =jnduf V Indu( - uiw (fit} 8} t'{y al Dl aad jua.iino soon i}uo JOPB, -4 A ualo 3 =< (asn jo suol}IpUOO JOJ SUOlJoWJOO Jaj o ) ; OAD4 Isnw jolonpuo 'q =JGmOd - dWA -00M P3Jelo (I) (V) 51Z }:iy jad jua i.ino 'D. 13 JallaAUtD 00 snonui;uoo jo Z t =< Al!O zdwo 0 'bap OC anoq Isnw jo onpuo - o a o and ua uno nonui uoo Iq 1 T g i J l I j l pu 8 OEZ = (Old)10MOd ________--__-_ � *�� - jJV gad az#s}xau o4 did puno °i> M SS2 J bap w S ^oSLL PIA ET`O- = dwAl 0 P/A ZT'O- =OOAl ulw 0 }o paIo.! a.io SUOI oUlw.ia} 40UOjq IIV I * Iuajjno snonulluoo v 6t awl .5L =< aq Isnw UOI}OUlw,ial 10 suoljlpuoo Jol po o.iap a llm 10 d loodwy V TO'6 : osl liv ,iad SUOIIDUlwJa} jo aingoiadwal Jolonpuoo ajonlDA3 .o A OE - dWA A L'LE =ooA a o and ua uno nonui uoo Iq 1 8 OEZ = (Old)10MOd =< (asn jo suol}Ipuoo Jo} SUORM100 J011 aAD4 Isnw aolonpuo °q M SS2 = { lS} Ja nod 09 Z-3 9A q6Z ~dSSZlA 11 to Label Location: (AC) .r- . , • NEC 6W 17 (4) 3D5$ aeaview Way SC - CO XCEL .1 r r 4 k' • r • '" r ♦ r # III San Mateo, CA 94402 r r" w r" r r ♦° w Label r . Uhl w a w r" r cozz in oi moo is • « , zgsz in oi poisn 9K � -099 *ON Ped junoW dwoo is VdWO,, Al Z 10 2! :06ed ;pd AO� patisino a0un4S dwoo jo; SZ Iq ZZ Zt 'WOO's)vft7:sddVPue SIUOMd'934- MWM 08-40 of 1-fq- — s-qeNr-dS -n 4ove o4 spnpwd sjejoS dqZ jo f4j# a4jl5up 4,JQA jol inq1suodsW Alojos 9! JOWOISM 041 4uausm pnpwd syl u! of paw4w s-4-9 OM GLO OMS— SPOPcud 9,MPS dQZ 4P.m POddftm UMPOW-OP 49sn-Pus 041 'Pnp 4 joj f4ueuempnpoid usupm 941 ur pauftnuc* so f4uemem $to$ s,jvpS doZ set A*s jo slonpoud $41 inoqv jo ieqoS deg Aq Aweuam ssejdxe Aue ejasn)ou soop juawn3op s!41 SIOOJ alBU uotlisodwoo jowl WGISAS # Y 6,t,%A ' a„rt"f3MAN" aeM,`r t."^";iM CF" WAN i SFr. S'�A7 A U aiA w%44°w -soiat E.'dg ,us a t MU I FShU 1 Ffit€: P30tb P350 P400 (fog C*0IV (for 72- u Pv got oP Pv a a) _ ... _,.... INPUT ardr rV. %sS DC po. 3h mtat 1x, AP 0u 4re SAae{raaa'i^ i,' PIA ' ',.lkage (VII it£ ow?,V fiarny'weaemer} >h5 ik`.Y :3i1 vdc eVPp Q raatMgRa, .. ,^4alMvEflikiYl'.%`hUP.. _ h 4R 60 wtYP.tx Y a uf°tnett {SSrj A.l"f tiY, x r ts3m ca: irlYCnY .-Y, v t 3 e§ aal£ F CEt1YE1'# 99 5 `%, , NlaAYfhwm OUTPUT URI OPERATION (POWER PTIMUER COMM A V TO PE ATINO INVERTER) ., a .. .A& r %tSSU Y. ., }„t`C�t6IC i dx`Pt'Pfl@ % �. da num" 4v, °St.zaC Sn O&Pd2T 8FE9 3"A8+ D' R FROM INVERTER OR & 'V'ERM €f) �"n Y£t"tU £!`t SdY Mt4i($u' fl jRA'i T£tWPr d.y 3id4'"e 2tvk? F6.w ..3f' @a5 w >5ab a3, K'.G.Aa1U%t,R" 4 L dd £.ixRM1CC4 v`'v� $ {t�8y {E:..Gr1tn11,..ax, 4S �ae..e�t. dlSX °a:, k 5TA34IAT410 PEClP`l T3 lS. Vd CiDim,"'mo H) % 142, 11.° x 4, as Jx :? a$xI i n wojg tc i".dvoing, cabs etq } e4t, ..'.8 qMr l f .... N c4 i Amv" —gym 7yC£+ .. .. wtpo Wrs Tepe. I con LouWee InsWated, A-Ap4hetsei9 £,b xpvl W; £PPZwh 0.9 3") ,.. ope' ,a7.aa2a,Txarae7aa¢ l w,F F"eargc 40 - 85140 x185 'C17 V.f.CC.C:Y Rating W65 NLiMA4 ��` YAx�u' 5R 'u"+,ma"��t! %AO*NMVSrkNU'.3uia a #eif Ut +3:r 3'x'+w!*m.Drovi»�afi 4a; Pv sysTem Homo d. ES7 E Rfif PHASE THREE PH INVERTER E PHASE, 208V 480V tti niMu, n string Lenrh ;Myer aOpli4YitSR1'.0 _ 8 mawmsm Str',,u4 Length(ftwev opr4en4ef* ,� . 25 .".d 54 . , MRaw +iYauen 6atrurpr fn6r $Yr% 5250 60db£) 12754 w S,aew.r£SPran.c ra41P31ferna~t Sa�zmy,St{`.v szr 4ieln+aFdaags Ye -. ^;? NOUD t WOO 116'6 O » * • .. .. —I+ p— d66"5A 6.pa..da jnuv 16.gon a ,C.qP -4 —i—q A-Fwv st.9 of )anuvw —n P-- ua}evj€ mi a4 P°"vk# s6uw+vAR V taua7asausa f vt4 vdis uogxvadjssvp asFd €d�tStrS) %9tZOZ4 � yjBFv,M xoR 'uN °d N t.t 0 '9 aA l % I as; 1 0i tcai `cv e.. €N } Aq} P) muv#v�6r xaq ljuF�vspvd 9Z �aar4rsua sad ss #° xwqun 4z d.wd s np— }o 4-ON {z �4m sno- ... x4�joAA *tnpw*j 4aa7 wdSil 'BEtfanupy4y)xa_l5`b4 ..... €Pd }M# 5) suuswgp egnpagaj �+w yp'i.� qq ��gg w++pp yy y� � ; { {�ixt�?S r S! V A 3116 tl W N d y I✓ 3 fi H d S N 0.P J x•• 84,q I bN #uvv4dwv (9upv, -d uF / vd&) ray>vuuag �uw@ ! ww4•t. taua7asausa f vt4 9sda � € uoxtxvxn+d zsl6w) xaq uupisunr __. * ao"4- t— fld VAR +A!A^ . .. ...... ............... (VAT -444OW Al" du�#.�.& •, •,-•• , €Iwlsvivw) jue(nsdv>u� unu954 x uugSl ( —t- vu "k -rw109 €suvwFP / tapvisw /Grtuvnb) ilv? LLrtligy'� } 6 p®uudwxj Uo36 -Xd}t MgJ b �+w yp'i.� qq ��gg w++pp yy y� � ; { {�ixt�?S r S! V A 3116 tl W N d y I✓ 3 fi H d S N 0.P J x•• seurk> t wura�r €dpxpan } tvyewvFp) iaed++5 auoat>{�4'x @yq Zro- _ "A 9u uaVt9&p a+' w*dwvl WV M pp-) 1.59 € sv W afwva BAty dwo; 6u tr4'tl at l+s ..svduavg vSl .... _ jryvze MVAVa 6upjF» Zvo- _..... S°A! °x_ aanxvxvd—l vsj ,...... .... w"r4 p W wo —'o #o W" v,mpvavdwvl -A MI in osvwm wvjskw " w it R 85 hR 1" t8 SIUAd3 �t�ttC9� J 1� 21 t� `voaz t a cis) 'eo oz setae os) '� sj 'D )'soc) in nue €oc 4 in e�rgxaa rep�G "Puati ,zraiaa�nu.+ s qe g6uEA, joejuoo aseajd'uot3ejntuis )pow eauewaoped ainpow 6uwiejgo ui pa;saaajug asogj roi 6u €tapoW aoeaeuax0410d 'suotjtpuoo rldwoD w `smeq jenuue ue uo andjno aamod 6weaweaen6 Aq .+ea' -SZ 6u+peaj aCFisnpuj A4u"em aonpoad pal�wq xeOA -ua,L uoslesuao)ut Aauessem ', o i s TV nsw& � PaJa-Od 1 1 :-1' -30A c" 1 ]:2 0 9 Z = I 0 6(lC Mue:i€, eui €iue oinl A.oC4wol p saa)jepuwp adr, od wmw y . `voaz t a cis) 'eo oz setae os) '� sj 'D )'soc) in nue €oc 4 in e�rgxaa rep�G "Puati ,zraiaa�nu.+ s qe g6uEA, joejuoo aseajd'uot3ejntuis )pow eauewaoped ainpow 6uwiejgo ui pa;saaajug asogj roi 6u €tapoW aoeaeuax0410d 'suotjtpuoo rldwoD w `smeq jenuue ue uo andjno aamod 6weaweaen6 Aq .+ea' -SZ 6u+peaj aCFisnpuj A4u"em aonpoad pal�wq xeOA -ua,L uoslesuao)ut Aauessem ', o i s TV nsw& � PaJa-Od 1 1 :-1' -30A c" 1 ]:2 0 9 Z = I SolarEdge Single Phase Inverters For North America — twea vottage inverter, ut.IAL consterswrt only — Pre-assembled AC/DC Safety Siesitch for faster tri-staflabon — Ophona� — revenue grade data, ANSI C1 21 U!' GERNIIANY iTALY RAND IAPAN NA AUF)7RA1AA-THFxiFTHR' ,RIANDS iSRAF w,solaredge.us Recommended, Max, DC Power "` 37t >0 475O 6250 7500 9500 124t3!') 142SO W Dimensions with AC/DC Safet 12.5 x 7 3h 5x Y2 S x 7,5 30�5x12.5x1O,5/7"/5x315x2fi0 in Smutch (HXWXD) 77 x 315 a 172 775, x 315 x 191 MM_ Vileigr I with AC/DC Safety Swirch S1,2/23,2 54-7 J 24, Transflllnler-r „ A Ungrurvide gb kg cooPnF Natural Cornve.cnou ., Fams P.isw reptaceabie), 5555. 5 5555 5555 < 50 dBA Max, 40 to *60'� F SO(I Prote no m NEMA 3R A- VdC Nom Input V I., W., .101199 pix,ne 1-tWW.nt;. 9.Ppnl K5 2090 /350 240V 1�125 &'d ioax input C urrent— 9,5 A Me- --ew w—* ray ne, sol; th. —ne, Wi N Won i"p"I 4tatPd, 16 S sat 208V is _33 d) 2,08V 345 Adc 2 30, s 11 1 Max Input Short Circuit Current 30 45 Adc, Fteoerse Polarity Protection ye Maxitnurn Efficiency 97.7 98,2 98.?, 98�3 It CEC Weighted Eff hoency 975 1 98 n7 14 208V 1 4 7 . 5 97,5 97 @ 208V 97.5 % ?8 @ 240V Wainfirne Power Consumption 7,5 W Supported Cornmunisatwn interfices R5485, RS232, Ethernet, ZigSee (opbonz 55 Revenue Grade Data, Aisisl C12.1 OprornM 5555. R - 0 - C , O ,- m , P , L , 1A -` N , C , E , SOPTY iii1741, UL1998, C-SA 22�2 �S!id Comnecton Standards 1ELE1 547 AC' s ZP/ AVVG range, I�Wrninonurn 24.6 AVVG 3/4' mmirnum 8 AWG .......... 5555. DC input candtan oze # of strings I 3/4" nimmurn 1 2 strings 24-6 AWG 3/4' rninigninn -2 svings f 14-6 AWG ' 3015 ' x Dimensions with AC/DC Safet 12.5 x 7 3h 5x Y2 S x 7,5 30�5x12.5x1O,5/7"/5x315x2fi0 in Smutch (HXWXD) 77 x 315 a 172 775, x 315 x 191 MM_ Vileigr I with AC/DC Safety Swirch S1,2/23,2 54-7 J 24, 88,4/40,1 gb kg cooPnF Natural Cornve.cnou ., Fams P.isw reptaceabie), 5555. 5 5555 5555 < 50 dBA KM-Na,aX, OpWxtr% ToMperaWra 13 to + �25 to +60 (CAN vens;on 40 to *60'� F Prote no m NEMA 3R A- I., W., .101199 pix,ne 1-tWW.nt;. 9.Ppnl 125% 1., kx.�+— .", th¢ year;, aw'.61, hIp 4"d k. 1 M kr sx.Vr] s —". it a tJH7nRYk 7 i 1�125 F., d �e d . f., us, w h rAAw" A Me- --ew w—* ray ne, sol; th. —ne, Wi N Won i"p"I 4tatPd, SE1140OA-US-CARI E io * A MMMMMMM Date: Plan P�eflgd]10211 Of "#f1IW (Fultv dascribe work to be performed - Attach additional sheet If necessary) Squares BTUs Gallons t K ) Amps cI Sq ft ZONING C M, A v NTS. Reviewer )EPARTmENT:: 0 approved) C M�� lie q HVS ENGINEERING t SITE PLAN � � ' 3p , INC. t ,F � p9oftlawni " tk 6488 $ k p 97 +n '�^" � �, � Y' �' x•' Y 8 r�s g i 2 §§gg ■■yy i sum, gyp` v q HVS ENGINEERING f2Eh55�t7NS SITE PLAN � � ' , INC. � p9oftlawni � � � j( t�k�a, c�. terse � Mon (31M wo -macr P RR," w' S ROW TS�b'i!Nd�?C7, "? s ! WHEA7 f2F£1W GOLI ORAC7CJ � � � i sum, . I a"11SMAK010 W 1 182" 1 Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be sul ject to the following Resubmittal Fees: • Resubmittal Fees: 3"' submittal (✓,- initial review fce):..,.,.. ........ .............. ...... ---- $300.00 4 submittal (full initial review fee):—..— .... ..... _ ......... .... _ _ . $6()0.0() All subsequent submittals ....,......... $600.00 (Full initial review fee) PLEASE NOTE THATM ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY, wwwxi.wheatridgt%co,us Rev 12'12 City of _�� Wh6atf<i!jge PUBIAC WORKS HM ;0 I have reviewed the submitted application documents to construct a located at tbe,?bove referenced address. Please Date tkc–compIrw 3. v`_ Does all existing roadway/alley R.O.W. meet the standards of the City: �es No I f not, what is required? If R.O.W. is required, has the deed been received: Yes No (see Nate below?) 4= PP OVE . The Public Works Department has reviewed the submitted material and hereby approves this Pe ' lic;ation, subject to the stated requirements and/or attached stipulations. Si re date 5. NOT APPROVED: The Public Works Department has reviewed the submitted mat i enal mid does n ap pro ve S ignature David F. Brossman, P.L.S. Date 6. Stipulations: 7. — A Drainage Certification Letter accompanied by As-Built plans from the Engineer-of-Record shall be required prior to the issuance o f the Certificate of Occup K NOTE, ANY DAMAGE TO EXISTING P LIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SMALL BE REPAIRE PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE CAE THE CERTIFICATE OF OCCUPANCY, Rev Zto8 Geotechnical and Environmental Consultants NT Dwellings, LLC 1553 Platte Street, Suite 100 Denver, Colorado 80202 Attention: Ms, Kathleen Wanatowicz 2180 Sowth fvanhoe Streat E>'LAtet 5 Oenver, ColoradO 80222-5710 303-759-8100 Fax 303-756-2920 www,agwassenaaccom diameter aqfer borings at the approximate diagonal corners of the anticipated building footprint to depths of approxim te y 9/2 to 24/2 feet subsurface materials encountered consisted of: Boring 1 (southeast corner — Lot 20) o , to 3' Fill, sand, medium dense, silty, slightly clayey, moist, mottled brown 3' to 9' Sand, medium dense to dense, silty, slightly clayey, moist, brown =��M rproject Murriler TO November 29, 2013 Page 2 01 to 2' Fill, sand, medium dense, silty, slightly clayey, moist, mottled brown 2' to 11' Sand, medium dense, silty, slightly clayey, moist, brovIl 11 to 15' Clay, stiff, silty, ©r sandy, slightly calcareous, moist, brown , #ate of drilling* October 29, 2013 lepth to water: Boring 1: Dry at the time of drilling : 2 w© =:® drilling Boring 2 y at the time of drilling 14 feet 2 days after drilling i y0. 0 1 a * 0 It It 'I r000sed residence may be founded upon NT Dwellings, LLC November 29, 2013 Page 3 3, Plumbing and utilities should be isolated from the stab. NT Dwellings, LLC Project Number 135111 November 29, 2013 Page 4 fi"Progrite6dations will reduce immediate damage caused by movement • the floor should • taken to monitor and reestablisn partition voluS RIM We are available to provide further consultation regarding stab performance risk assessments. Crawl Space Construction The crawl space ground surface should be sloped to the perimeter drain system, Trenching or Q%T*rg" recommended unless a drain system is placed in these areas in such a manner • facilitate drainage The recommended clearance from surface to the engineered floor system should meet applicable codes, In addition, all plumbing lines should be isolated from the ground surface or foundation walls by at least 2 inches. During construction, the crawl space area should be checked for standing water or very moist conditions, construction debris, and other deleterious materials If these conditions exist, the area should be evaluated and mitigated, as necessary ructed with consideration given to proper ventilation and moisture Moisture Management" by Tri-County Health Department (Brochure numiaer,57,52-31 vu am-A-0- information. NT Dwellings, r . WA November 1 ,- NT Dwellings November 29, 2013 *a•e 6 conditions not indicated by the boring are possible and expected. Therefore, we should be retained to observe the foundation excavation and construction in order to verify or revise our recommendations If unexpected subsurface conditions are observed by others during construction, we should be called to review our recommendations Reviewed by: �Don L. Taylo , Jr, P. identi • MRRMMM�� Geotechnical and Environment., C 711:t7llml-,� zc. • � �►M• s 1, DRAIN MUST SLOPE TO A POSITIVE IN 11 • s 2. SL OPE a AND PIPE AT A MINIMUM OF •► O R DIA METER RIGID PERFORATED P VC PIPE (ASTM 2729 MINIMUM SCHE :R AN APPROVED SUBSTITUTE r 1 BAC ILL -_ ., r+�• . o il • s rya a AND SEAL. r � r s �• LAU r s • • !• s• •�r sr r • r *• FOOTING FOUNDATION tray TYPICAL INTERIOR DRAIN DETAIL CH 2006 FIGURE 1 I I Ra L7, .; oxo O X0 2 R G M CO ul Al ffil r p co p X> a OX0 r x 0 Me" tV iroxo : a] LN 0 PLACEMENT zi NP Nwitr. M£ 1 ?MCS LAYOUT IS TW. SOLE ANOVOTOYAIS PAMOUS AW,'WTOCrJkAL Ok ONEk i _0 --4 uo TRUSS 'AYOUTY, 04VIEW AND A. AL OF TWX S LAYMT AkV.ST 9* RE MYEV WFOW ANY TWJSUS WILL Be WIL T, Bw tw. 'CD A4d,.- (D 10 (A i CL ft Yd"," du 064lx f., aixeh 0 PLACEMENT CNU!dtldr� NP Nwitr. M£ 1 ?MCS LAYOUT IS TW. SOLE ANOVOTOYAIS PAMOUS AW,'WTOCrJkAL Ok ONEk TRUSS 'AYOUTY, 04VIEW AND A. AL OF TWX S LAYMT AkV.ST 9* RE MYEV WFOW ANY TWJSUS WILL Be WIL T, Bw tw. PResuild A4d,.- TV PL THISISA V S AVEMENT'WAORAM0 AY, TYAft T w ,,WN -Ap—Al, ft ......... . ft Yd"," du 064lx f., aixeh 'AA p— brmrrcaY T" of 0. —f f ft -6�" N—k Yd w— . h. o f tft Ww" d.Y", F., 9 1,,Yd" b— , — I Ol—.."f T-1 -AkbR f+ 04 T'— MIt, lwftft, "I Wofm b,- N4d-Y, Wl "119 0 nc— vv�xl FJ� Y L uncer TnTy MY supervision �a - o ' n ' t ' he para n provided by ProBuild South (Longmont). Pages or sheets covered by this seal: 17009813 thrul,7009819 My license renewal date for the state of Colorado is October 3l,2013, 3X4 H Scale - 1:38,0 2,60 V2 13 14 jj LOADING toed f SPACING 2-()•G CSI DEFL in (mc) Wdefl, Ud PLATES GRIP TCLL 30.0 Plates birrease 1,15 TC C29 Ved(LL) 40D 13 Mir 120 MT20 19711" TCOL 10.0 Lumber Increase 1,15 BC 009 VeihTL) -OGI 14 nir 120 BCLL 0C Rep Stress Incr Yes VVE1 0 Horz(rL) 0 00 15 BCOL 100 Code IRC20OWPI2007 (Mabix mth 91 to FT = 0! LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORO Structural wood sheathing ifirecify applied or 8Q40 oc purtins, except end verticals, BEST CHORD 2x4 SPF No.2 SGT CHORD Rigid ceiling directly applied or 6.0-0 oc parsing, Except WEBS 2x4 SPF No.2 9-2-13 do bracing: 24-25, OTHERS 2x4 SPF No.2 REACTIONS A9 bearings 14.6-0, (it) - Max Harz 25-329(LC 6) MaxUlpift All uWfift 100 to or less athnnt(s) 26,16,17,18,19,20 25,22, 23 expect 15--124(LC 6), 24-288(LO 6) Max Grav Ali reactions 250 Ib or teas othrut(s) 15, 16, 17,18,19, 20, 21, 22, 23, 24 except 25- 6) FORCES (1b) - Max, OomplMax. Ten, -All forces 250 (b) or less except when shown TOPCHORD 13 2.25-358tI62 BOTCHORD 24-25 VVESS 2-24-1371503 raafla�� WARNING - Vedly design parameters and read notes on this Truss Design Drawrog and Included DrJ Reference Sheet (rev. 03.14 ") before use. Design vski for use with MITek connector plates only, This design is based OFIY Upon Pitnt"Volut Shown, and Is for an rnmAdual building component. Apitficamifty Of design parameters and proper incorporation of the component is nisponstbifity of building designer or owner more trusses and nisartlar. Lours! restraint designations shown on individual web and chord members am for compression budifing only, not lilrbuRding statildy bracing. Additforrat temporary restraint? diagonal bracing to insure statatity during ormarudkel is the responsibility Of the fitshifter. Addifforlai permanent building stabilfty bracing of the overall strucloire is the responsibility of the building designer or owner of the trusses, For general guidance regarding design onsionsibiftles, Norwation, qualey control, storage, delivery, *lesson, lateral restraint and diagonat bracing, consult ANSVTPr 1, DSS-89 and SCSI (Building Component Safety Indentation) evaluate from SECA Of WYANsbcMdu .cam CON$IJL rING L L c P 0-110 14-6 1-3-0 25 24 23 22 21 20 19 i8 I is 15 3X4 = 3X4 i) July 18,2013 H1120 !G2 IFLAT TRUSS i E 4 I #7009916 iD :VtQnwg3 X3YOvCGWTU9nN €zDyXN- KPYvH7MMFhof440noR: HkMsvTp3SbEp t„yevt6 0 10-9.0 0-11 -0 Scala - 1;21.3. 10 LOADING (psp ; SPACING 2.0 CSI i DEFL in {Reel lddafl Ud � PLATES GRIP TCLL X0 Plates Increase 1.15 � TO 01.21 Veri(LL) .0,00 9 Mir 120 MT20 1971144 TCOL 10.0 Lumber ftrease 115 � BC 0 07 Vazt(TL) .0.01 10 ntr 320 SCLL 11.0 Rep Stress Sher Yes M 003 Horz(TG) 0,00 11 rue nfa BODL 1 010 Code €R020t}57Es12)g7 (A9afrx) i Vereig3tl.38in FT -Q% LUMBER TOP CHORD 2x4 $PF No,2 SOT CHORD 2z4 SPF No.2 1NEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6.0-0 cc punins, except end verticalls. BOT CHORD Rigid ceiling directly applied or 5.0.0 cc bracing. REAC'nONS All bearings 9•6-0. (ib) - Max !terra. 1 167(LC 6) Max Qpin't All uplift 100 to or less at iomps) 18, 22.13, 14,15, 16 except 11-- 134(LC 9), 17- 116(LC 6) Max Grov All reactions 250 lb or Bests atpoint(s)1B, 41, 12.43. 14, 15,16, 17 FORCES (ib) - Max. Comp. /Max. Ten.. All farces 256 (sbl or less except when shoran. TOP CHORD S 11-21 V276 44'ARNm* : Verity design parameters and head notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03.11) before use. Design vaild for use with Wee connector aside only. This design is based only upon parameters shown, and is for an Indiuktual buramit component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. t atetat restraint dinhgnations shown on Individual web and chord members are for compression buckling only, not forbutid'ing stability bracing, Additional temporary restraintt diagonal bracing to insures stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of she trusses. For general guidance regarding design responsdaiRles, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonat bracing, consuk ANSVTPI 1, DS"g and SCSf (Building Component Safety Information) available from 18 91 f6 1 14 43 12 11 30 !P July 18,2018 LOADING disp SPACING 2�4 CS1 DEFL in (ioc) Viden Up TOLL 300 Plates Massed 1,15 TC 0,88 Vert(LL) -0M 16 >816 240 TCOL 10 Lumber Increase 1.15 BC 0,94 Vert(TL) -100 1&17 X405 180 SCLL 0 Rep Stress Incr Yes M 0.97 Horz(rL) 0 13 n1a nra 32MICUMMEEM PLATES GRIP MT20 1971144 MT20H 1481108 Weight: 163 ib FT = 0% ti Ssrxtuna wood sheathing directly applied or 2.2-0 cc pudins, except end verticals, Rigid Ceiiing directly applied or 2-2.0 oc bracing, 1 Row at mirpt 8-14,10-13 WARNING - Verify design parameters and rose notes on INS Three Design Drawing and Included Dri Reference Sheet {rev. 03-11) before use, Desitio, An valid for use with Mdok connector states onty. This design Is tested Will UW Parameters shown, and 4 for an intiNdual buittling Co.. ponent, Apipiclelfty of design parameters and proper Incorporation of the component is respornotialty Of buHtang designer or owner of the trusses and metaffor. LAIdduestrold d M nt NO My brain A t C ads p . did, I g "aig-pood. sdaread-twids a- chard ou"mena a- =m . go- i o id-ird! m oret tv.7g In losp ".114 do"' construction or In. "s on s I.,Adyd ' I'. set o,= st ability p aidod, structure ra' bilory ' " h to . so ding do, or din" on, 0, ibn�.he g regent da'sis butdon, "It. rec. rich h ' i, dapo' siS D is � R , tg e �pmnadahc '� 'olonoax, ' iods. ',an "an, Bates. hoodurn age ,, " . ii� d no dr b=9 oron A I SWe - +:61,4 3X4 0 11 22 M 20 11 is 17 16 6x12 It 602NIT20 3x4 5X10 2x4 M, 2X4 l� July 18,2013 I LCIAOlNG dnsf) SPACING 2.0.0 I CSI DEFL in (ioc) Vasil Lid PLATES GRIP TCLL 30,0 Pia as increase 1,15 TC 099 Vert(LL) -0.53 16-17 -761 240 10720 1971144 TCDL 1 10.0 Lumber increase 1,15 BC 0198 VmdTL) -1,04 16 >389 180 I MT20H 1481108 BCLL 0.0 Rep Stress Incr 'Yea WE 096 Ho, 025 13 rata nm BCDL 10.0 Code IFIC2009I1FI2007 (Mathirm) 1113 m FT O% LUMBER BRACING TOP CHORD 24 SPF 2`10DF 1.8E 'Except' TOP CHORD Structurai wood Sheathing dnertly applied, except end verticals, 5 -5:. 2x4 SPF 240OF ZGE, 5-S 2x4 SPF 1660F 1.5E BOT CHORD Rigid ceiling directly applied or 2-2-0 on bracing. BOT CHORD 2x4 SPF 240OF 2.0E 'Except' WEBS I Row at mrspit 8-14, I0.13 8-16: 2x4 SPF No,2,16.19:2x4 Sins 1650F I,6E WEBS 2x4 SPF No,2 *Except' 15-17: W SPF 1650E 1,5E SL DER Left 2X8 DF 195OF IYE 3-0-0 REACTIONS (tbhuze) 13-190510." (min, 0-2-1), 2-1891YO-5-8 (min, 0-2-1) Max Harz 2-360(LC 6) Max Uplift 13--537(LC 5), 2-543(LC 5) FORCES (lb) -Max. Comp,Aulax Ten, - AO forces 250 (lb) or less except when sh"n, TOP CHORD 2-3-4591103, 34-4442M233,4-5=495111432, 5.8491611441,6-7-424611251, 7-6 .5824,11713, S-9-2562I696, 9.10-25131708, 1I -Y3-- 3 4 6122 4 BOTCHORD 2-20-1420,"4252,19-20--142014252,19-26--142014252,16-26 -142014262, 18.2715571037, 27-28- «155714837,17-28--156714837,8-15-46911627,14.15--178915704,13- 14-76,N2468 tW_Bs 4.18-199 MV, 8.17834!278, 7- 17-1240/423,15-17-.1413,€4414,7-15--48911638, 8 10-13-28791841 LOAD CASEW Standard 1) Regular, Lumber $nicrease-1.15, Plate lnerfarse-115 Uniform Leads Wfl Vert: 11-12-80,16-21-20,13-15-20 Concentrated Loads (to) Vert 17--39(8) 26-39(H) 27--39(B) 28-391B) 29--39(B) 30=-39(B) WARNING -Verity design Parameters and read does On this Truss Design Drawing and imourfaid DrJ Reference Sheet (rov, 03-11) before use, Design valid W use with Welis connector shares only This design IS based only Upon Wdrettei'S Shown, and is for an Individual building component, Appilcadifily of design parameters and proper Incorporation of the 000901`100 IS fOSP(ahlibilftY Of building designer or owner of the trusses and fripailliet Lateral restraint designations shown on Individual web and chord members are for compression buckling orry, not forbluldreg Stability bracing, Additional temporary resdislatd diagonal bracing to insure stahaph during construction is the responsibility ofthe Installer. Additional permanent building stablIfty bracing of the ovinall structure is the responsibility of the Wrong designer or owner mine trusses, For general guidance regarding design resporraftliales, fabrication, quality perfect, storage, delivery, srvptnrn. Island restraint and diagonal bracing, oonsuft ANSYTM 1, OM89 and BCV (Building Component Safety information) available train 11 2.50 42 3.4 Susie: 3116'-1' 11 12 20 " Is 17 — Is 0X12 11 602NIT20HINS 30 m, NAILED SX10 = NAILED 2x6 2X4 H NAILED NAILED WLED NAILED July 18,2013 I scab? - 1:59.3 40 9 91 LOADING (pso SPACING 2.0-0 CS1 DEFL in (foc) Irdeft Ud PLATES GRIP TOLL 47,0 Plates Increase 115 TC 4.84 Vort(LL) -4.51 1142 >79$ 240 MT20 19711" TCDL 10,0 Lumber increase 1,15 1 BC 0,68 Ved(TL) .1,00 11-12 >408 180 MT2%i 148MOS SCLL 0.0 Rep Stress incr Yes i \NS 0.83 Horz(TLI 0,21 11 We his BC 3L 10,0 Code IRC20OWTP12007 (t tatox-lo) Weight 159 Ri FT-O% LUMBER TOP CHORD 24 SPF 2100F 1.8E BOT CHORD 2X4 SPF 24 2,4E 'Excdpt° 13-14:2x4 SPF 1650F 9.5E WEBS 2x4 Spa No,2 *Excepr 8-11: 2r:4 SPF 1650F 1,5E SURER Left 24 SPF 210OF 1.8E 4-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2.11-4 oc purfirs, except end veincias BOT CHORD Rigid calling directly app red or 7.3-16 oc bracing. WEBS I Row at limpet 9.11,6-12 2 Rows at 113 pis $.If REAC'nONS (lb/size) 11-2543A)-6-6 (min, 0-2-12),2-240310.5-8 (min, 0-2-10) Max Herz 2-409(LC 8) Max Uplift I 1--442(LC 5), 2---419(LC 5) FORCES (1b) - Max. CompJMax, Ton. -All forces 260 (fti) or loss except when shown, TOPCHORO 2-20112&W 3-20--1009/62, 34627S'1046,4�5-57641879, &S-570VE91, 6-7--3546t535, 7-8-33711553,9-11-57W45 BOT CHORD 2�15-123?JW52,14�15--OSW4689,13-14--953/4889,12-13--953/4889,12-22—SOW6$3, 22-23-56112663, 11.23-58112663 VVEBS 4-16594QSI 6.' SHMABEHERE= WARNING - Verify design parameters and read notes on this Truss Design Drawing and Indicted Drj Reference Sheet (rlor. 03.11) before use. Design valid for use with MITIs comarefor plates only, This design IS based only upon b4ownefers shown, and Is for an individuef bullifing 0ourponent. Apoicabilay of design parameters and proper Incorporation of the component is responsibility of building designer or owner of the trusses and msptffar. Lateralrestrarift designations shown an Individual web and chord members are for compression trucking only, not serenading stability bracing, Addiflome temporary restrifinit diagonal bracing to Insure stabliffy during oonstructsin Is the resporatartify of the Instaffet, Additional permanent biblifing stability bracing of the overall structure AMA is the responafteRty of the busIding designer or owner pride trusses. For general guidance regarding design responsilaiftkas, fabrication, poetry control, storage, deffvory, potation, lateral restraint and diagonal bracing, corevit ANSVTPI 1, 015"0 and SCSI (Building Comp torso ft Safety easonsitorn avaffatint from M 8x12 3x4 = 6x92 MT20H VVB 6x12MT20HWS = 5x6 3xI0MT20H July 18,2013 S r 2.50 442— 2X4 it 3 ScVir - I :10.9 LOADING ifisfi SPACING 2-0.0 CS1 D5FL in (too) Vale" Up PLATE$ GRIP TOLL 311.0 Piston; Increase 1,16 TO 0.06 Vah(LL) .0,00 5 X999 240 MT20 197n44 7CDL 10,0 Lumber Increase 115 BC 0,02 Ved(TL) 400 5 >999 180 SCLL 0,0 Rep Stress Ivor Yes WS 0,00 Hofz(TL) -0,00 4 ma Wit BCDL 1 100 I Code IRC20OWTP12007 (Mstrix-m) Weight: 7 Its FT - 0% LUMBER TOP CHORD 2x4 SPF No.2 GOT CHORD 2x4 SPF No,2 WFSS, 2x4 SPF No,2 BRACING TOP CHORD Structural wood sheathing directIf appified or 2-0-0 on purrins, except end verticaIs. SOT CHORD Rigid ceiing directly applied or 10-0•O oc bracing, REAC'"ONS (infoute) 4-59fArtechorxca#, 5-19710.3-6 (min 0-1-8) Max Harz 5=63(LC 6) Max Uptift 4-25(LC 6), 5---1 13(LC 5) FORCES (to) -rtax. Comp./Max. Ten. - Aft forces 250 (tb) or less except when shown. WARNING - 'Vorly design parameters and read notes on this Truss Design Drawing and Included 0rQ Reference Sheet (rev. 03-1 V) before use. Design vaiki for use with Mfrsk connector Oates onty. This design Is based ONY Penn e0opeeteof Sim", and is for an Individual building compopent, eniffolm0fty of design parameters and proper incorporation of the component Is responsibility of bueding designer of owner of the trusses and inshiser. Lateriarespion, designations shown on heltvidual web and chord members Opi for CordeophlIM buityps; entry, not fixtruffifing stability bracing. Additional temporary ratupord diagonal bracing to insure slatstify during construction is the responsibility of the lnstafhp Additional permanent building suptiffly broatmi of the oversit structure is the responsibility Of the building designer or owner of the trusses. For gismaill guidance regarding design mroonsibilfthis, fabrication, quality carrier, storage, delivery, erection, lateral restraint and Ifiagonat bracing, consult ANSVM 1, OSS.89 and 8 8CSt (Sufliffrig Component Safety firstromhord avasave from 11 no 2-0�O ----------------------------- t��---4 0-11.0 2 5 2x4 ii 2X4 H July 18,2013 2,50 i2 06 3 a 5 20 LOADING lesfl SPACING 2-0-0 CSI TOLL 30.o Plates increase 1.15 Tc 0.06 TCDL 10'0 Lumber tncreaso 115 BC 0.01 BOLL 0.0 Rep Stress Inr yes vvs 0,00 BCDL 101.0 # Code IRC20OWPI2007 (Matrix -fit) FORCES (lb) -Max. Corroo/Max, Ten. -All forces 250 (fth or less except when shown 7 Us = Scale.- I101 DEFL in (loc) t/deft Up PLATES GRIP Vert(LL) 400 5 >999 240 MT20 1971144 Vert(TL) .0,00 5 -199 180 Harz(TL) -0.00 7 rile nip Vvisitimt, 7 to FT-O% BRACING TOP CHORD StruCtural wand sheathing directly applied orl-11-6000vrtins, except end vartirlos. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WARNING - VedfY design parameters and read notes On this Truss Design Drawing and Included DrJ Resdrence Sheet (rev. 03.1 V) before use. Design valid for use with MiTek contractor plates only. This design Is based only upon parameters shown, and is for an eativicertit building cormxmeal ocalstiby of design parameters and proper of the component Is responsbHeY Of holding designer Or Owner of the trusses and installer. LablusIntelvalrd designations Shown on indhAdustr web and Chord members are for compression builudiral only, not lbroAkfing setalty brapi% Additional temporart resmainu diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent buitiang stability bracing of the oventif structure I mom is the responsibility of the building designer of owner of the trusses. For tieneral guidance regarding design responsibilifies, flatoollon, quality central, storag delivery, eposen, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSS-89 and SCSI (Building component Safety information) avainalle from ra M July 18,2013 THIS LAYOUT X,5 Tt* $OLE 5G4Yk4a FM FAWdCATTCk OF TK SSES ANS AM* ALL ME vlouS Ak"TUIQ"k QR Ort*R 'MUSS LAYCUTi, WaEW ANO APROVAi Of Tkd5 SAYE„ IT MUST K 4ESS'I1%S, j*FMt A N Y T sw� �XI�L KLL�;L! 0. ;0--. d,—, yhs by aiaagras x vsp— k for tampasu^y wad P W-L, a rt,n enuf and op., .— .4 fA, . ..ei ~—, Th. pe..sf tha h-do, b.— i. 0. —P-64"y o f ox w"Ooj— w PLACEMENTPLA N -- -------- - -------- FNT 0."— N.lb KF PROBUIld Add THIS LAYOUT X,5 Tt* $OLE 5G4Yk4a FM FAWdCATTCk OF TK SSES ANS AM* ALL ME vlouS Ak"TUIQ"k QR Ort*R 'MUSS LAYCUTi, WaEW ANO APROVAi Of Tkd5 SAYE„ IT MUST K 4ESS'I1%S, j*FMt A N Y T sw� �XI�L KLL�;L! 0. ;0--. d,—, yhs by aiaagras x vsp— k for tampasu^y wad P W-L, a rt,n enuf and op., .— .4 fA, . ..ei ~—, Th. pe..sf tha h-do, b.— i. 0. —P-64"y o f ox w"Ooj— w based on the parameters provided by Pro Build South (Longmont). Pages or sheets covered by this seal: 17009761 thru 17009765 My license renewal date for the state of Colorado is October 31, 2013. urnber,an (d) referenced in the latest edition ofANSV`rPl 1, Section 6,3. FXMMll I LOADING birth E SPACING 2.0-0 i CS1 DEFL in (lot) Vdeft Ltd TCLL 470 Plates Increase 115 TC 0,65 'eft(LL) -0,87 16-17 TM363 240 4 TCDL 0 Lumber Increase 1,15 BC 0,58 Vert(rQ -IA3 16-17 -233 180 BCLL 00 Rep Stress Incr Yes VVB 017 Hoz(TL) O.55 13 me we Scale - 1:50.2 3.4 H 11 12 9 too PLATES GRIP MT20 IS MT20H 1481108 Weight 149 ib FT - 0% Structural wood sheathing directly apphed or 2-0 oc prance, except end verticals, Rigid calling directly applied or 7-4-1 oc bracing, I Row at midpt 7-15,9-14,10-13 WARNING • Votify design parameters and Mad notes on this TrusS Design Of"" she Included DO Reference Sheet (rev 03-11) before use. Des " valid for use with Mi - ref character Plates ants, This design Is based may upon parameters shown, and is for an IndMduall building component. Applicability of design parameters and proper mimmonsion of the component is miquinsdiffity of building designer or owner of the trusses and installer, Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forealifing stability bracing. Addidimat temporary reignanY diagonal bracing to insure stability during construction is the responsibility of the irstaffer. Additional permanent bringing slindIfty bracing of the overall Structure is the responsibility of the buthfing designer of owner of the trusses. For general guidance regarding design responsimlAuss, fiferkision, quality control, storage, defivery, eraclion, liberal res"ith and diagonal bracing, consuft ANSI/TPI 1, 0$889 and SCSI (Bussing Component Safety Information) available from 11 20 13 1,75 FIT 4X6 July 18,2013 I fi LOADING (Pat) SPACING 2-0-0 I CSI ¢ DEFL in doc) Vdefl Ltd PLATES GRIP ,70 , TOLL 4 Plates Increase 116 TO 0 VerplL) -0 V 16-17 �383 240 MT20 19711 44 TCDL 10, o Lumber Increase 115 'C 016, Vert(TL) -1A3 16-17 x233 180 M720H 1481108 SCLL to FICOL 10.0 Rep Stress Incr yes Code IRC20QlVTPI2007 M 017 (Matter Horz(TL) 0,55 13 n/a ivar 81 to FT -hp - 0% LUMBER BRACING TOP CHORD 24 SPF 2100F 1,8E 'Except' TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc pudins, except end varricars I-& 2x4 SPF No,2,3-8 2x4 SPF 1650F 1,5E BOTCHORD Rigid ceiling directly applied or 74-1 do bracing. BOT CHORD 2x8 SPF 210OF 1,$E WEBS I Row at micipt 7-15, 9-14, 10.13 WEBS 2w4 SPF No,2 OTHERS Cris SPF No,2 REACTIONS (lbouza, 13-2017/0-5-8 (min. 0-2-8), 20-197840" (min, 0 Max Hon: 20-370(LO 6) Max Uplift 13--440(LC 5), 20-423(LC 5) FORCES (Ib) - Max, CompWax, Ten, -All forces 250 (lb) or less except when shown TOPCHORO 2-3=-39W 34•612911221, 4- 5-8343/1680, 6.6-- 68941'5786.6.7 =•617511832, 7 -8 =- 38541780, 8.9--- 3820/767,9-10 407t2l2,2-20--4491184 BOT CHORD 19-20--1023 627, 18- 19--13W5996,17.18=-172718193, 16-17-180"782,15-16162018037 14-1 5-78W3804, 13-14-36811 WEBS 3-19=.481Y2523,4-19--10981272,4.18-43112203, 6-16-74W196, 7 -16- 1&„ 7-15-46761982, 9`1526011626L 9-14-.28371801,10-14=-2,6411554, 10 MFWS�� WARNING - Verify assign Parameters and read notes on tons Truss Design Drawing and included DO Reener" Sheet (tax, 03.11) before use, Design valsill for use with MrTek connector Plates only, This design is based only upon parameters shown, and is for an individual building firierporriert Appirldeffily of design parameters and proper incorporation of the component Is responsibility of building designer or owner of the trusses add Installer. Late restraint designations shown on authildual web and chord members are far compression burdiling, only, not forduilding stability bracing, Addixtrud bandanas riburlbov diagonal bracing to insure stability during construction is the responsibility of the instafter. Additional permanent building stability bracing of the overall structure is the numonssinifty of the buildim; designer or owner of the trustee. For general guidance regarding desdar, responsibiWare dibricatiour, quality control, iderage, delivery, erection, lateral restraint and diagonal placing, consult ANSVTPI 1, DS849 and SCSI (Build" Component Safety Information) available from Scale - 1 501 3X4 tl F] tr 20 1 3 1.75 [TT 06 Z� July 18,2013 4X6 3,00 F12 3 30 7 LOADING draft SPACING 2-0-0 C, CS! DEFIL in b0c) Upon Ltd TCLL 30.0 Plates In ease 1,16 TC 0,21 VordLL) •4.63 4-6 >999 240 TCDL 1 00 Lumbeir 1 lyl 5 BC 017 Vert(TL) .0,09 4-5 -737 180 BCLL 0,0 Rap Stress Incr as WB 002 Herz(TL) 0 7 We n/a BCOL 10.0 Code lRC2009fTP12007 (Matrix-M) LUMBER BRACING TOP CHORD 2x4 SPF No,2 TOP CHORD Structural wood sheathing directly splefred or 5-5-6 oc pumps, except end vertical$. BOT CHORD 2*4 SPF No,2 BOTCHORD Rrgid calling directly applied or 10-0.0 oc bracing. WEBS 2x4 SPF No.2 OTHERS 2x4 SPF W2 REACTIONS (amsoe) (min, 0 7=218m-1-8 (irrin 0R1•8) Max Horz 5-1 17(LC 91 Max Uplift 5-1 I(XLC 5), 7--80(LC 9) FORCES (to) - Max, Comp Was.. Tom. - All forces 250 (t1b) or hiss except when shown TOP CHORD 2-5-30%/224 WARNING - Verify design parameters and Mad notes on this Truss Design Drawing and included Dri Reference Shoot (rev. 03-11 befor use Design valid for use wish MITek connector Plates only This design is based only upon parameters shown, and is ad an individual building complarierd, appaciatifty, of design parameters and proper incorporation of the co vent is resporrapility of suabing designer or owner of t h e trusses and instrfW Lateralrostrarit designations shown on Individual web and chord members are for compression buckling on not forbuipling stability bracing, Additional temporary restraint diagonal bracing to insure statilfiry during orinsiburdion is the respronitaley of the kisdager. Addridnal permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For "Nuel ilikibireli regarding design responsibilities, fabrication, qualfty confroi, storage, delivery, election, lateral restraint and ifiagonsi bracing, consul ANSI/TP1 1, DSB-89 and BCW (Surriarg Component Safety information) available from 11 �11�0 5-5-8 5 30 2X4 H July 18,2013 I 20 f.75 liz LOADING (psd SPACING 2-" CSl I DEFL In (lack Itself Ud PLATES GRIP TOLL 30.0 Plains Increase 1,15 TC 075 Vefth-L) .0,70 16-17 - 240 MT20 19'7M44 TCDL 10,0 1 Lumber Increase 1-15 8C 048 Vn(TL) .1,40 18-17 >255 180 MT20H 146, '108 BCLL 0.0 0 Rep Stress Inor Yes W8 0,55 Horz(TI.) 0.34 13 wis me BCDL 100 Code iRC2009/TP12OD7 (Matox-M) Weiginr 142 ki FT=Gibe LUMBER BRACING TOP CHORD 2x4SPFNo,2 TOP CHORD Structural wood sheathing directly applied or 1.9-0 us purims, except end verficals. BOT CHORD 2x6SPF2100FI,8E BOT CHORD Rrlbd coiling directly applied cur 7-0-0 do bracing. VVE BS 20 SPF No,2 WEB$ I Row at impel 7-15,9-14. 10-13 REACTIONS (onsize) 13-I5 SWO-5-8 (min. 0-2-0), 20-156916 -5-8 (min 0.1-15) KEWWOMEM WARNING - Verify design parameters and read notes on this Truss Design Dramm; and Included Dui Reference Sheaf (rev. 03-11) before use, Design valid for use with MIT*k oonneptin starts only. This design Is based only upon parameters shown, and Is for an individual brute" componard, Apphoalyfity of design parameters and proper Incorporation of the component is responartafty of building designer or owner of the trusses and instifler Laterstrestrifirs designations shown on indrAdust web and chord members are an compression boosting only, no forbulming stability braving. Additional temporary ondeft diagonal bracing to Insure statinty during construction Is the responsibility of the instatter. Addlesnat permanent budding stability bracing of the overall structure is the responsibility of the beefing designer of owner of the trusters, For general guidance regarding design responsibilities, fabrication, quallor control, storage, delivery, stand III, to restraint and diagonal bracing, conerift ANSVTPI S, DS"9 and B0Sr (SuRding Component Safety Information) available from SPCA at were sticindualm-emr, WNSIAUNOLLc 2.50 rl-2- 2X4 It 11 July 18, 018 91 20 —2 LOADING (pan SPACING 2-0-0 C$1 TCLL 306 Plates Increase I is TO 0,75 TOOL 10.0 —bar Increase 115 , Rap BC 0A8 BCLL 0.0 Stress Incr Yes Z VVB 055 SCDL 10,0 Code IRC20091TIP12007 (Mopix-M) LUMBER TOP CHORD 2im SPF No.2 BOT CHORD 2x6 SPF 210OF 1,8E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No :2 REACTIONS (➢riou) 13=159810 (min. 0-2-0),20-15699l-5-8 (min, 41-15) Max Horz 20-346(LC 6) Max UMift 1$=-44 (LC 5), 20-42 IMC 5) DEFL in (toe) Udell Up PLATES GRIP VerdLQ -0.70 16 >511 240 MT20 1971144 VmdTQ -1.40 16-17 >255 180 MT20H 1461108 HorziTI-) 0.34 13 roe me Weight: 167 to FT - 0% BRACING TOP CHORD Structural voters sheadring throcily applied or 1-9-0 oc purfins, except end vermoos, BOTCHORD Rigid dotting directly applied or 7-0-0 oc bracing, VIESS I Row at inkpit 7-15, 9<14,10-13 FORCES (1b) - Max Comp./Max Ten, - Aft forces 250 (fiie) or Was except when shown. TOP CHORD 2-3--317/69,3-4 --499V9272,4-6--W8/1771, 5-6--737991911, 6.7=-702119627 8-9--392811010, &10--18551479,11-13-•3101209,2.20--33&188 BOT CHORD 19-20---903912927,18-19---1 4O6f4886,l7-18--187"731,16.17-1986f7285, 15.16 -.184 55, 14-15- 13 WEBS 3-19--50&2079,M19-86&279,4-18-47311848, 5 7 262/1203,7-15--31451885,9- 15=-20011067,9-14--232?/W, 10-14-230/1165, 10-13-2147692 3-20--30491791 WARNlNG - Venn design parameters and read notes on this Truss Des in Drawers and inoWdod Oc) Reference, Sheet ( 03-11) before use. Design valid for use with MiTek connector states only. This design is based only upon parameters shown, and Is for an wrilviduM building component, Applicability of design parameters and proper incorporation of the component is respronswilly of building designer or owner of the trusses and installer. Lateral restraint de signations shown on individual web and chord members are for compression buckling oviiii, AW fortsurding stability brewing. Additional eirmaomfy reliftifintl diagonal bracing to insure stability during construction is the responliblity of the installer Additional permanent emitting stability bracing of the overall structure is the responsibility of the building Assigner Or Owner of the tinnesea. For general guidance regarding design responsibilities, fabrication, quality Control, storage, delivery, finished, isheat restraint and diagonal placing, consult ANSV`TPr 1, DSB and SCSI (Building Component Safety information) avidiatto from 11 -2 7 .2 -93 0-8-7 + -Z q�±L G 9 -4 (f-ITO 2-0�6 .13 3-6-10 3-5-10 3-5�10 6-2-2 5-2-2 5-5-10 1-3�O ' July 18,2013 { AG Bl � S Bi t z Al Bi e 4 y Y e Y 6 A ' 7 F" Al Bi o Al BI A l' Bl F k k l 13J € 1 f t 0 PLACEMENT ..,.,.__.__. 9 TC 05 LAYCA/T ZS'C»E SO V S6YURCE FCQ FARAICA1aON CW TRV,%$es AND Y[rSCS AL..LPREVIOVS ARCHITECTURAL Cw OTi VA e aaa . ter --- ns � (� T&V85 kAY47U45 R[NY3W ANCt AW+kVYA4 Of CuiS 4AYCAS7 MUST Bv. R4CESVER &EPtPRk ANY TkU°✓SES N2kt 8E BUR T. SJd5� m .106 Pt aha � AF d qy (ypg. PROBUIld A+Fd ).,.� ) _,_ .............,._ .,. .__„e TNSS Y4 A'TABY$ aLACFMENT ELA$RAtd tN 7ho t aesz ux& xpud R6'mA'v+tkwt lw�3dap wym fi to At _, menrpvmXad n3Y¢ he FAarMia ;}dVaYm ri+e ag6eiko =mry at xhs taulh}pdm6+6�+6r. 5ca +ereRavwAmi Cexign aWnatn fpr a+lrti i tl I. . a v eksym 6ianx f tlan xM BBassmno- d rwq Thn Savcklvg dsagner y rc tbSe d ry Camgprk�ry and pc C xay f N¢ ronf w.0 Pbn sy <om orod for NwR rvdF sruftµfe CW6 dxz�tr RE PES tears Au}^#"+rz ainuww:xA..?rxd+rr� h uktx, Umo�s. � 'Pr }gt rw5ta.ardewtumrs ea fFa emv¢omMtEey m #N�a kurr3d gdcsg�+es. PS*mS rc�.gura r650�'n%brortrg aanwu4 R.�+rcg rzf «end 'uu0*kf— mm.T -. Ptmse Srmennee. 663 WOW —twine: Mad—, WS 5717v. � ?aR 0 MFNLE.T The truss drawing(s) referenced below have been prepared by DrJ Consulting, LLC under my direct supervision based on the parameters provided by ProBuild South (Longmont). Pages or sheets covered by this seal: 17009758 thru 17009760 My license renewal date for the state of Colorado is October 31, 2013. umber, an (d) referenced in the latest edition of ANSIITPI 1, S tion 6,3, Q'E «0 4 -4.14 7.11 -4 2qo- 0 - #i -Q 4 -4 14 3-1" 4- 0-14 Scale 1;25.0 3x4 400 S I 2 s (12 3x4 = .dm•.,,.-- ......a• j 0 11 30 :r ......--- .."`".... - .. ...- ""'...., ..._ .... - � — _...... 12 5X6 = 3x4° 4x5 W LOADING (psf) SPACING 2.0�O CSt � DEFL to (loci Won LFd [ PLATES GRIP TOLL 47.0 1 1 Plates Increase 015 TC 0.42 Vert(LL) -015 7.8 ?927 240 MT20 1971144 TCDL 10.0 E Lumber Increase 9.15 SC 0,52 Vsrt(TQ -4.26 7-8 :558 180 BCLL 0.4 10.0 Rep Stress incr "yes Y 0.87 � liwaETL1 0.03 12 me We Code IRC20097Pt2007 (Matrox -M) i Witight' 41 Sb FT-O% LUMBER BRACING TOP CHORD 2x4 SPF Na.2 TOP CHORD Structural wood shsaftrtg Cored y applied or 3 -8.13 oc pur ins, except end vertical... SOT CHORD 2x4 SPF W2 BOT CHORCD Rigid ceiling directly applied or 7 -7.12 on bracing, WARNING - Verity design parameters and read notes on this Truss Design Drawing and included DQ Reference Sheet (rev. 03.91') iaefars use. Design valid for use with Weir connector plaits only. This design is based only upon paraff eters shown, and is for an +ndrvw amp buitddng c Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses one installer. Lateral rel tnoth deatgnations shown be individual web and chord members are for compression buckling only, not forbul+iing stability bracing. Addibcoar temporary restraint diagonal bracing to mpurs sustaff r during construction is the responsibility of the Instaser. Additional permanent building stabYfdy bracing of the overall structure is the responsibility of the builcHng designer or owner of the trusses. For general guidance regarding design respoo sibildies,. fabdia quality control, storage„ delivery, election, lateral restraint and dedgonard bracing, Wnst)dt ANSIrrPI 4, O 89 and SCSI (Building Component Safety Information) avadtabde from TUM July 18,2013 l7oas ?59 ,n1956 Bt 1 Special Truss 9 I # 1 ICD: VtOnwg3wX3YQvCGWrU 9rNtzDyXN- LJTvCcrEnG7ygJ ?H994CmMVL43R2n0NFg Arjywosb 7 • & 95.2 -32 22 - 12 - 1�4 4 - - 1 4 7 - 9 - 2 ,..,..,,....,. ...._._m....,...,.____.,.__.... i =5LLt _...._, „....,.,_..._.__m_ ..ate_- .,.,...___,...,.._.._... 7.,9^2 _.,..,..-...... ._.,_.e..�......,�..., { J ....} 2,50 12� 4x8 M $Cale - 1:52.0 4 5 LOADING dpsf) I SPACING 2 -04 i CSI E DE'FL in (too) liderl Us � PLATES GRIP 7CLL 47.0 plates, increase 1.45 i TC 095 Vert(LL) -016 6-7 xW9 240 MT20 1971144 TOOL 14.17 Lumber increase 1.95 Sc 0.51 Vert(TL) 0 32 6-7 -861 284 BELL 0.0 Rep Stress lncr Yes W8 17.97 Horz(TL) 0,03 6 rite red SCDL 100 Code iRC20OWTP12007 (shatrlx -M) Weight: 115 lb FT -O% LUMBER BRACING TOP CHORD 2x4 SPF No 2'Excepr TOP CHORD Structural wood sheathing directly applied, except end verbcals. 3.5: 2x6 SPF 2900E 2.8E SOT CHORD Rigid calling directly applied or 7 -7 -1 oc bracing. BOT CHORD 2x4 SPF No,2 WEBS 1 Raw at direct. , 2 -7 °AIE BS 2x4 SPF No.2 REACTIONS (INsize) 10. 1529 /Mechanical, 6= 1925!0- (min, 0 -2 -14) Max Horz 10- 44I(LG 6) Max. Uplift 10- .398(LC 5), 6- 415(LC 5) FORCES (1b) - Max CompJailax Ten. - Ail forces 250 (to) or less except when shown TOP CHORD 1.10 -- 1453,355, 1 -13 - -1 34`12.2- 11 - -17 74.2- 3=- 1443e337, 3.1 2 -- 14600399, 4-12-136W,108, 4-6-16451479 BOT CHHORD 9-10- •5371271, 9 -9-'- 5891'4753, 7»8 -- 569/4763 WEBS 1-9--363/1808, 2.3 =_568/244.2- 0µ. 3.7=_g$21333, 4 -7 -- 47314906 WARNING - Verify design parameters and read notes on this Truss Design Drawing and Included DrJ Reference Somp trey. 03.11) before use. Design valid for use with Was connector plates only, This design is bond only upon parameters shown, and is for an indr4duld building Compdnerd. Apiskataedy of design parameters and proper incorporation of the component is responsibility of building designer or weer of the trusses 806 mstatdor, Lateral restraint destgnallons shown on Individual web and chard members are for compression bureding only, not fermenting stalurly bracing.. Additional temporary restraint diagonal bracing to insure rearle ity during construction is the responsibility of fire installer. Additional permenenl founding stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design resf o tsi#ailalies, fabacation, quality Control, storage, delivery , erection. Lateral restraint and diagonal bracing, consufl ANSWITu 1, OSS-89 and SCSf (Sudtding Component Safety information) available from r �•+x'ssd s #,ix�#+[ � $#. SSCA at www.sbcindus4 .tom. 10 s 7 6 30 3x20 = 30 = 410 . 3x5 == July 18,2013 Scale - 1:261 Em LOADING (pet) SPACING 2.0.0 call DEP. in (too) India Lfd PLATES GRIP TCLL 47.0 i Plates lnaease 1,15 TC 0.36 Vert(LL) -0.16 8 x9gly 240 MT20 1971144 TCDL 9.0 # Lumbar Increase 1,15 BC 074 Vert(CL) -0.26 8 >665 280 MT20H 146?109 SCLC 6.0 Rep Stress Inc( NO WB 0AI Horz(TL) 0.68 6 me me SCDL 46.0 Coda IRC2009 /TPl2007 (Matrix M) Weight; 1991b FT - 0% LUMBER. BRACING TOP CHORD 24 SPF 210OF 1.8E TOP CHORD 2.0-0 on pur9rns (5 -4.14 max.): 1.5, except aced verticals. BOT CHORD 2X8 DF IS5(}F 1.7E BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2x4 SPF No.2 `Except' 1- 70,5- 6,2- 40 ° 4 -6: 24 SPF 210OF 1.8E Supplementary Bearing Plates, special anchorage, or other means to allow for the minimum required REACTIONS (ichu e) 10- 1002210.3.8 traq., o-s-6f 8= 11278rDr 3.8 htor 48 -0) support width (such as column caps, bearing blocks. Max Horn 10-990-C 6) etc.) are the responsibility of the building designer, Max Uplift 10=- 2338(LC 5), g- _2613(LC 6) See Note 9. FORCES (;b) - Max. Camp-/Max, . Tan - Aft forces 250 (lb) or less except. when Shawn.. TOP CHORD 3.117=- 9401289, 1- 19 =- 5401178, 47.5 2 -- 5 4 011 78, 2.2 2 = - 54011 7&, 2.3-- 9 29 4 9 73 0+35, 3-4 =- 1319513"143, 4.13- 6201198, 33.14 =.6261!9..", 5-14-6201195,6,6-9611291 BOT CHORD 10 1 5=- 3 9 54tl2943. 9-1 5 = - 3 1 5411 2941, 9 -t8 -- 4072016&'78. 16.17= •4072/1687$, 8 17-4072(16&78, 8 -i8 =-4072116878, 18.19 7.19= - 4072.'16878, 7- 20=- 3978tl3155, 20- 29-_3578ft3155, 6.23=- 3178t131"a6 WEBS 2-10--14159t3369,2-9--1035,4872, 3.9=- 447111071, 3.8=- 53312490, 3- 7 =- 4229?3015, 4-7-1053/4962,4-6-1431V3420 2 WARNING, Verily design parameters and read notes on this Truss Design Drawing and included Diu Reference Sheet (rev. €13.91 I before use. Design vapid for use with MiTek connector plates only, This design is based only upon parameters shown end is for an individual building component Applicability of design parameters and proper incorporation o #the component is raspoM 1414y of bididing designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for aorepression buckling ovby not forbilklifing slabllAy bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the hisig0roiltulfty of the srstal er. Addhionto permanent building stability bracing of the avoids structure is the responsibility of the building designer or owner of the masses. For general guidance regarding design visponslbdifies, fabrication, quality con". storage, deNVery, erection, lateral restraint and diagonal bradri g, coning ANSVrPt t, D$8.89 and SCSI (Building Component Safety Info tom available from 11 M ,r -m- Iv 9 -f -lR :S -f -a4 °y.•9.7{k 10x20MT20H tl THD26 THD26 4ox20lMT20H 11 TH028 THD28 July 18 „2013 LOAD CASE {S} Standard 1) Regular:: Lumber Increase -1.15„ Piate Increase -I 15 Uniform Loads (p!T) Vent: 1.5 =- 514(F'= :.400), SAO-20 Concentrated Loads (lb) Vert; 10=- 1503(8) e - 15(89(8) 15--1509(B) 16-- 1509(B) 17=1509(B) 18� 1509(B)19 - 16 (B) 20=- 1509(8) 21- 1509(8) Bob Guenther` Wednesday, October 19, 2011 Reference City: Wheatr Building Orientation: Front di Daily Temperature Range: High Latitude: 39 Degree Elevation: 5413 ft. Altitude Factor: 0:31 Outdoor Outdoor Outdoor D ry Bulb Wet Bulb F3el.lum Winter: 1 01 0% Summer: 91 5 '' 15% ge, Colorado fr feces West Indoor Indoor Grains el,Hum Pa Bulb Difference 50% 70 51.05 50% "75 -3 ° ,. • T 1 and Manual !1 computer sw M nual J 8th Edition, Version 2, and ACCA Manual D. �• • uilding use and weather may vary. APPROVE Subject to F!eU Wheat i"Ridge Building Nf,4, Signed: __Plan checker Y:\...\Plan 1120 End At.rhv e Wednesday, November 20, 2013, 3 :14 PM ' �� YA ..A 112 End Unit.rhv Wedhesd *. # # 91 59 #` 75 -39,07 N , �r N ow - '# # YA ..A 112 End Unit.rhv Wedhesd YA ..AP'l n 1120 End Un t.rhv Wednesday, November 1 2013, Test For Adequate Exposure Diversity EM Average Glass / 1.3 x Average / Hourly Glass / Hourly Total Net Sensible Gain Glass Gain Gain Gain Over 12 Hours System is on NE, SE, SW, NW rosette, Peak load exceeds 12-h• ur average load by IED Exctjrq4 - ek - 935 - BLL - M I Y -t.27# Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM 8am 9arn 10arn 11am 12pm 1pm 2prn 3pm 4prn 5pm 6pm 7pm --- 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 OZ 10 0.0 0.000 Presize 337 2.5 0.335 0.464 -- -Duct Name: ST -210, Feeds Into: Kitchen /Dining, Effective Length: 0. Trunk 0.0003 15.2 107 0.000 Lip: T -290 55 20 0.002 0.000 Rect 0.5 10 0.0 0.000 Presize 146 2.5 0336 0.464 A - - Duct Name: ST -200, Feeds into: Kitchen /Dining, Effective Length: 0.5 Trunk 0.0003 152 79 0.000 Up: ST -210 55 20 0.001 0.000 Rect 0.5 10 0.0 0.000 Presize 110 2.5 0.336 0.464 - --Duct Name:. SR -100, Supplies: Pwdr, Fittings: 2 -1, -A13, Effective Length: 62.2 Runout 0.0003 5 235 0.004 Lip; ST -190 123 3.9 0.021 0.009 Find 16.0 5.5 44.2 0.013 Presize 32 23.6 0.324 0.476 --- Duct Name. -160, Supplies: Living, Fittings: 2.1, 4-AD, Effective Length: 70.9 Runout 0.0003 7 269 0.003 Up: ST -280 55 5.4 0,019 0.011 Find 13.3 7.7 57.7 0.014 Presize 72 243 0.322 0.478 . -Duct Name: SR-170, Supplies: Living, Fittings: 2 -1, 4 -Aft, Effective Length: 76.5 Runout 0.0003 7 269 0.003 Up: ST -230 55 5.4 0.019 0.012 Find 133 73 633 0.015 Presize 72 243 0321 0.479 --- Duct Name: SIB -180, Supplies: Kitchen /Dining, Fittings: 2- «1, 4 -AEA, Effective Length: 83.5 Runout 0.0003 8 315 0.002 Up 55 62 0.021 0,016 Find 10.4 83 73.1 0.018 Presize 110 21,8 0.318 0.482 -- -Duct Name: SR-200, Supplies: Kitchen /Dining, Fittings: 2-1,4-AD, Effective Length: 51.2 Runout 0.0003 7 412 0.000 Up: ST -200 55 5.4 0.041 0.021 Rnd 0.0 73 512 0.021 Presize 110 0 0315 0.485 YA ..APlan 1120 End Unit.rhty Wednesday, November 20, 2013 PM -- -Duct Name® RT -170, Feeds From: Kitchen /Dining, Effective length; 2.0 Trunk OM03 12 388 0.000 Up: RT -140 75 12 0.020 0.000 Rect 2.0 10 0. 0 0.0100 Presize , 323 73 -0.032 0,107 --[duct Naive. -140, Feeds From: Kitchen/Dining, Effective Length: 7..0 Trunk 0.0003 12 388 0.001 Up. RT -190 75 12 0.020 0.000 Rect 7.0 10 0,0 0.001 Presize 323 25.7 - 0.033 0.107 -- -Duct Name. low, Returns From: Kitchen /Dining, Fittings. 6 -13, 6 -H, Effective length: 84.0 Runout 0.0003 152 271 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 OV 2 -- -Duct Name: HT -180, Effective Length: 3.3 Trunk 0,0003 16 525 0.001 Up. RT -120 75 18 0.034 0.000 Rect 33 12 0.0 0.001 Presize 933 153 -0.035 0.110 -- -Duct Name: T -100, Feeds From: Guest Entry, Fittings: 5-H1, 5 -N, Effective length; 171.7 Trunk 0,0003 15.2 675 0.000 Up. Pan 75 20 0,043 0,074 Rect 03 10 1713 0,075 Presize 933 13 - 0.040 0.115 - --Duct Name: RT -110, Feeds Fromm guest Entry, Effective length: 1.8 Trunk 0,0003 152 575 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 16 525 0.003 Up. RT -110 75 18 0.034 0.000 Rect 73 12 0.0 0.003 Presize 938 383 0,037 0.111 - --Duct Name:. low, Returns From: guest Entry, Fittings: -, -G, 1 -, 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 4019 0.017 Y.1..APian 1120 End Unit.rhv Wednesday, November 20, 2013, 3.14 PM YA-APlan 1120 End Unit.rhv Wednesday, November 20, 2013, 3: 14 PM YA ..APlan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM �Fqyipment Data - System t- System 1 Cooling System Type Standard Air Conditioner Outdoor Model: CA13NA024 .... (A,B) Indoor Model: CNPV*3017A**+TDR Tradename: 13 SEER PURON AC Outdoor Manufacturer. AIR CONDITIONING AHRI Reference No.: 4540832 Nominal Capacity: 23200 Efficiency: 13 SEER Heating System Type: Natural Gas Furnace Model: 59S0213060S1 7-16 Tradename: Carrier Manufacturer. CORPORATION Description: Natural Gas or Propane Furnace Capacity: 56000 Efficiency: 921 AFUE Y:\ ...\Plan 1120 End Unit,rhv Wednesday, November 20, 2013, 3:14 PM 154.7 ft. System Number: 1.9 t. Zone Slumber; 155,13 sq.ft. Supply Air: 103 0 ft. Supply Air Changes; 1,547.13 cu.ft. Req. Vent. Ig, 1 4,5 Actual Winter Vent.. 16 CFM Percent of Supply.. CFM 13.1)65 Actual Summer Vent.. 184 0.7 Percent of Supply. 30 1292 Actual Winter Infil.. 5.9 767 Actual Summer Infil.. 233 OM6 1 158 157 C M 6.5 Alta 0.065 4.5 0 M t3 f % 0 C M 4,5 % 16 CFM 13 CFM 233 OM6 5.9 158 13 9 38 31.7 0.065 4.5 142 0.7 0 2 333 9.1365 4,5 149 03.7 9 24 41 13.1)65 4.5 184 0.7 0 30 1292 0,086 5.9 767 1.3 0 172 17.8 0.350 242 4'30 7.7 0 137 24 13.350 24:2 580 7.7 0 185 10 0 300 20.7 207 215 0 235 .5 0.300 2133 155 283 0 212 51 03.481 312 1,693 03 0 0 5,315 0 1,193 510 1.892 965 0380 -293 194 1,881 243 91 8,161 -293 1,721 Wednesday, November 20, 2013, 3:14 PM Room Length 52.9 ft. System Number:. 1 0 Room Width: 1.0 f. Zone Number: 1 23.5 Area: 53.0 sq.ft. Supply Air: 52 CFI 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 CFI 1.889 299 Percent of Supply.: 0 % Actual Summer Vent.. 0 CFM 117 Percent of Supply: 0 % 44 Actual Winter lnfil.: 5 OFM -91 829 Actual Summer lnfil.: 4 CFM 78.3 0.055 4.5 351 01 0 58 10 0.300 20.7 207 23.5 0 235 10 0.300 20.7 207 23.5 0 235 16 0.481_ 312 531 0.0 0 0 1,652 0 508 158 1.889 299 0,379 -91 60 584 117 44 2,535 -91 829 Y :0 ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM clg. 67.9 Occurrences: 6.3 ft. System Number: 62 ft. Zone Number: 39,O sq.ft. Supply Air: 11.0 ft. Supply Air Changes: 430.0 cu.ft, Req. Vent. CIg: 1 942 Actual Winter Vent. 138 1.891 Percent of Supply,: Ductwork: 0 CFM Actin) Summer Vent.. 360 AED Excursion: Percent of Supply: 4 CFM Actual Winter Infil.: 4 CFM Actual Summer Infil.; NETWallg12D -Osw 6.2 X "11; 67.9 0.086 5.9 403 SE -Gls -New "Town Window shgc- 9 0.300 203 186 .3 O %S 32 GPM door -20P -381 X 39.1 39.1 0.030 2.1 81 Subtotals for Structure: 942 Infil.: Win.; 4.2, Sum... 3.6 138 1.891 260 Ductwork: 0 CFM 360 AED Excursion: 4 CFM Room 'Totals: 4 CFM 1,562 Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 314 Plvl `1 1 32 GPM 4.4 AC/hr 6 CFM P 0 % 0 CFM 0 % 4 CFM 4 CFM 0.7 0 45 i 1.3 0 90 23.2 6 254 02 6 7 9 396 0.378 -79 52 8 30 -79 556 Wednesday, November 20, 2013, 314 Plvl a 361.7 ft. System Number: 1 269 1,0 ft. Zone Number: 1 201 362.0 sq.ft. Supply Air: 220 CFI 11.0 ft. Supply Air Changes: 33 AC/hr 3,978.0 cu,ft. Req. Vent. Clg. 0 CFM 20,1 0.065 Actual Winter Vent., 0 CFI 0 15 Percent of Supply.. 0 % 4..5 33 Actual Summer Vent.: 0 CF1 NE- Wall- 12D -Osw 20.2 X 11 221.9 Percent of Supply. 0 % 1.3 0 Actual Winter Infil.a 18 CF 1 0300 20.7 Actual Summer Infil.. 16 CFF S -Wall-I 2F-Osw 6.7 X 11 80.9 0.065 4.5 269 0.7 0 SE-Wall- 1 2F-Osw 1.8 X 11 201 0.065 4.5 90 0.7 O 1 SW- Wall- 12F = -Osw 9.7 X 11 76.4 0.065 4,5 343 0.7 0 56 IOW- 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 0300 20.7 186 28.2 0 254 0,30%S SE -GIs -New Town Winslow shgc- 9 0300 20.7 186 28.2 0 254 0.3 O %S SW -GIs -New Town Window shgc- 115 0.300 20,7 279 282 0 381 0.30%S SW- GIs -New Town Window shgc_ 30 0300 20.7 621 28.2 0 847 0,30%S UP- Ceil -16S- 3819.3 X 1 19.3 0.026 1,8 35 12 0 2 Floor - 209 -8 1 X 341.4 341.4 0.030 2.1 707 02 0 61 Subtotals for Structure. 4,766 0 2,351 Infil.. Win.. 18.4, Sum. 603 1.891 1,141 0.380 -346 229 Ductwork. 1,769 661 AEC Excursion. 249 Equipment. 0 1,200 Room Totals. 7,676 -346 4,691 Y:\-\Plan 1120 End llnit.rhv Wednesday, November 20, 2013, 3:14 P Room Length : 252.3 ft. system Number: 1 *. Room Width: 1.0 ft. Zone burner. 1 j * r *0300 Area: 252.0 sg.ft. Supply Air; 145 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 3.1 AC/hr Volume. 2,776.0 cu.ft. Reg. Vent. lg. 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 lnfil.. 15 CFM Actual Summer lnfil.. 13 CFM ,:: 106.2 Y SW -Wall-I ! 4.5 *. NW-Wall- 1 2F-Osw 6.3 X 11 * 20.7 NE-Wall-1 ♦ if... / j * r *0300 .. SW-Gls-New Town Window o 0 12 0.300 30 17.8 8 61.3 i MM 4.5 476 4.5 197 4.5 276 5.9 501 20.7 207 20,7 20.7 20.7 20.7 2.1 f • M Y.\ ,.. \Flan 1120 End Unit.rh ME Wednesday, November T MY 0.7 0 78 0.7, 0 3 0.7 0 45 1.3 0 112 23.2 0 232 2&3 0 339 23.5 0 706 23.5 0 419 , 23.5 0 188 0.2 0 11 Calculation Mode: Htg. & clg. 4.486 5.9 Occurrences: 1 4 ' Room Lengt : 212.5 ft. System lumber: 1 26.2 Room Width: 1.4 ft. Zone lumber: 1 Area: 2114 sq.ft. Supply Air: 93 CFM Ceiling height: 8.4 ft. Supply Air Changes: 3.3 AC /hr Volume: 1,700.0 cu.tt. Req.. dent. Clg: 4 CFM Number of Registers: 2 535 Actual Winter Vent.: 4 CFM Ductwork. Percent of Supply.: 4 % 281 AED Excursion. Actual Summer Vent.: 4 CFM 146 People. 2401 fat/per, 234 sen /per. Percent of Supply: 4 % 240 234 Actual Winter lnfil.: 9 CFM 3,746 38 Actual Summer lnfil.: 7 CFM NE- Wall- 12D -4sw 25.3 X 8 2012.6 4.486 5.9 1,242 13 4 ' 274 S - GlsmNew Town Window shgc- 25 0.300 24.7 518 26.2 4 706 0,30%S UP-Cell-16B-38 212.5 X 1 212.5 0.426 1.8 381 12 4 254 ' Subtotals for Structure. 2,348 4 1,274 lnfil.: Win,. 8.6, Sum.. 7,5 283 1.893 535 4379 -162 1017 Ductwork. 863 281 AED Excursion. 146 People. 2401 fat/per, 234 sen /per. 1 240 234 Room "Totals. 3,746 38 1,994 Y:\ ... \Plan 1120 End L1nit.rhv Wednesday, November 24, 2413, 3 :14 PM Calculation Mode: Htg. & c1g. Occurrences: 1 Room Length: 148A ft. System Number: 1 Room Width: 1.0 ft. Zone Number: I Area: 148.0 q.ft. Supply Air: 77 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3,9 AC/hr Volume: 1,185,0 cu.ft. Reg. Vent. CIg 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply,: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter lnfil,: 6 CFM Actual Summer lnfil. 5 CFM SW-Wall-12F-Osw 143 X 8 117,4 0.065 4,5 526 0.7 0 86 SE-Gls-New Town Window shgc- 25 0.300 201 518 28.2 0 706 0.3 O%S UP -Cell -161. 38148.1 X 1 148. 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 231 AEC Excursion: 87 People: 200 [at/per, 230 sen /per: 1 200 230 Room Totals: 2,552 84 1,638 Y:\ ... \Plan 1120 End Unit.rfiv I =�� Room Length: 219.6 fit. System Number: Room Width: 1.0 tt. Zone Number: 1 Area: 212.0 sq.ft. Supply Air: 113 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.0 AC /hr Volume: 1,693.0 cu.ft: Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 7 CFM Actual Summer Infil.: 6 CFM S - Wall- 12F -0sw 193 X 3 140" 6 0.065 4.5 631 O. 7 0 103 NW®gall- 1 2F -Osw 11.3 X 8 55.6 0.065 " 4.5 250 0,7 0 41 SW -Gls -New Town Window s gc- 14 6.300 20.7 290 28.2 0 395 03 0 %S NW -CPIs -New Town Window hgc- 35 0.300 207 725 215 0 824 0.30%S UP -Ceil- 1613- 8 211.6 X 1 219.6 0.026 1.8 380 1.2 0 253 Floor- 20P -36 9 X 46.5 46.5 0.030 29 96 0.2 0 8 Subtotals for Structure: 2,372 0 9,624 Infil.: Win.: 7.5, Sum.: 6.5 245 1.892 464 0.379 -141 93 Ductwork: 849 341 AED Excursion: 128 People: 200 lat/per, 230 sen /per: 1 200 230 Room Totals: 3,685 59 2,416 :t ...\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3 :14 Ply 5.5 f#. System Number:' 9. 8 ft. Zone Dumber: 54.0 s .ft. Supply Air: 8.0 ft, Supply Air Changes: 4;33.0 cu.ft. Rep. Vent. Clg: I 0 Actual Winter Vent.: 0 CPM Percent of Supply.: CPM Actual Summer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer Infll.: Wednesday, November 20, 2013, 314 PM (Is) 4 CM 0.5 AC /hr 0 C' 0 CM 0 % 0 CPM 0 % 0 CPM 0 CPM Wednesday, November 20, 2013, 314 PM (Is) Room Length: 763 ft, System Number: 1 29.7 Room Width: 1.0 ft. Zone Number: I 2,1 Area: 76.O sqJt. Supply Air: 35 CFM Ceiling Height: 8,0 ft. Supply Air Changes, 34 AC/hr Volume: 616.9 cu.ft. Rest. Vent. Cig: 0 CFM Number of Registers: 1 1,705 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 69.4 0.086 5.9 8 0300 29.7 76,3 OM6 1,8 12.5 0.030 2,1 me am 412 13 0 92 166 23.5 0 188 137 12 0 91 26 0,2 0 2 1,040 0 422 272 0.382 -83 55 393 83 31 1,705 -83 592 Y ..,\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM M 10,000 M YA ., APlan 1120 End Unit. rhv Wednesday, November 20, 2 013, 3 PM ti 0 2,000 4,000 6,000 8,000 Room Cooling Loads Bar ' Graphs MEMEB= z M5 M I act =## M Guest Entry Laundry 3,000 4,000 5,000 0 1,000 2,000 =I Y 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM YA .,.\Plan 1120 End Unot,rhv Wednesday, November 20, 2013, 3.14 PM System 1: ii Zone I Guest Entry *167 167 167 167 167 167 167 167 8 2 Laundry 52 52 52 56 52 52 52 *57 5 3 Pwdr 32 32 32 32 32 32 32 *32 5 Kitch 2 202 *.. 222 8,7 5 Living 171 133 162 172 173 148 179 *183 7,7 6 Loft/Bedroom 3 ill 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 10 Master Bath 35 35 35 36 35 35 35 *36 7 Indicates highest CFM of all rotations. S YA .,.\Plan 1120 End Unot,rhv Wednesday, November 20, 2013, 3.14 PM 1,44 ...... 1,42 1 AO 138 1.3 4..:..,...,, West Northwest North Northeast East Southeast South Southwest Direction Front door Faces - Building NetTonnage YA .,APlan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM YA ..APlan 11201 End Unitrhv Wednesday, November 20, 2013, 3 PM