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Home My WebLink About4020 Fenton CourtINSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. unless this card is postedhe day of the on the project site tion Inspections will not be performed Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business day ADDRESS: JOB CODE: rx PERMIT ! AD Foundation Inspections Date I Inspector Initials 102 CaissoNi2a 103 Footin 104 Foundrt. 105 Stem 106 Foundion Do Not Pour Concrete Prior To Approval Of The Above Inspections Inspector Underground 1 Slab Inspections F _ Date Initials Comments Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground w 1 In -Slab Work Prior To Approval Of The Above Inspections Do Not Cover Underground or Belo Rough Inspection 301 Rough Framing 302 Wail Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan Inspector Date Initials Comments SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT:ADDRESS: �� C� JOB CODE: Rough Inspection (continued) Date Inspector 316 Rough Mechanical Residential Initials Comments 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector 402 Gas Meter Release Initials Comments 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning* 412 Row/Drainage/Public Works** Inspections from these entities shall be requested 413 Flood plain Inspection** one week in advance. ''For 414 Fire In p. / Fire Protection*** landscaping and parking inspections please call 303-235-2846 415 Public Works Final** **For ROW and drainage inspections please call 416 Storm Water Mgmt.** 303-235-2861 417 Zoning Final Inspection* ***For fire inspections please contact the Fire Protection District for 418 Building Final Inspection your project. 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 by the Fire District and Electrical low voltage by the Building Division. 10 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: L/ 0 9 - 1 Job Address: L -I n a n�— Permit Number: --1 0 l-7 ❑ No one available for inspection: Time,' n _ Q� �i PM Re -Inspection required: Yes ° I When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: _FL DO NOT REMOVE THIS NOTICE M 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: Ll 0 9- Job Address: LI 0;;) ® o r� C Permit Number: o -7 0 9 -,.;' a S ❑ No one available for inspection: Time = 3 o (Q/PM Re -Inspection required: es No When corrections/jK have been made, call for re -inspection at 303-234-5933 Date:/ ) Inspector:_ =L` DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: :f�O(o M10 Job Address: 4 (-)26 F,6QT(X_i ET Permit Number: 2_()1-7 &(-2 2"1 i P\ tG \�4;All T':�, rte- `, 'Ah ❑ No one available for inspection: Time t AMI:�) Re -Inspection required: Yes No When corrections have been made, call for reinspection at 303-234-5933 t Date: 1 Z lZ /:�- Inspector: ;2 DO NOT REMOVE THIS NOTICE . � 4 Y; City of Wheat Ridge i - Residential Roofing PERMIT - 201709229 PERMIT NO: 201709229 ISSUED: 11/22/2017 JOB ADDRESS: 4020 Fenton CT EXPIRES: 11/22/2018 JOB DESCRIPTION: Reroof: 1/12 pitch with EPDM/TPO 1 square; 3/12 pitch with GAF impact resistant asphalt 15 squares; 16 squares total *** CONTACTS *** OWNER (303)521-8229 PETERS JASON SUB (303)749-5830 Mark Pijanowski 130245 All Phase Restoration *** PARCEL INFO *** ZONE CODE: R-2 / Residential - Duplex USE: R-3 / Residential SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,000.00 FEES Total Valuation 0.00 Use Tax 210.00 Permit Fee 204.30 ** TOTAL ** 414.30 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. 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. City of Wheat Ridge Residential Roofing PERMIT - 201709229 PERMIT NO: 201709229 ISSUED: 11/22/2017 JOB ADDRESS: 4020 Fenton CT EXPIRES: 11/22/2018 JOB DESCRIPTION: Reroof: 1/12 pitch with EPDM/TPO 1 square; 3/12 pitch with OAF impact resistant asphalt 15 squares; 16 squares total 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 permI4� I further attest that I am legally authorized to include alI entities named within this document as parties to the work to be performand that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. IN Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying dans 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 Budding Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuanq�rantmg of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable cod any ordmance.,pgr 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. Kimberly Cook � .�� O�aa q From: no -reply@ ci.wheatridge.co.us Sent: Wednesday, November 22, 2017 8:27 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application 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., ni Monday through Friday to process these types of requests. ` 1 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 Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address 4020 Fenton Ct Jason Peters 303-521-8229 Field not completed. -30 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 Yes Incarnation -signed work auth.pdf CONTRACTOR INFORMATION Contractor Business Name Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) All Phase Restoration 130245 303-749-5830 12362 Dumont Way, Littleton CO 80125 Contractor Email Address Sstoecklein@aprestoration.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? Is the permit for a flat roof, pitched roof, or both? (check all that apply) Sstoecklein@aprestoration.com 16 10,000 No Flat roof (less than 2:12 pitch), Pitched roof (2:12 pitch or greater) 0 What is the pitch of the FLAT roof? How many squares are part of the FLAT roof? Describe the roofing material for the FLAT roof: Type of material for the FLAT roof: What is the specific pitch of the PITCHED roof? 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? Etc) 1/12 EPDM TPO/EPDM 3/12 15 GAF impact resistant shingles Asphalt Single family home 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 Yes Yes 3 to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. 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 Shannon Stoecklein Email not displaying correctly? View it in your browser. ALL, PHASE RESTORATION tvnn� Work Authorization All Phase Restoration 12362 Dumont Way Littleton, CO 80125 Ph: 303.749.5830 James Hou, Agent (the "Customer") hereby affirm that I am the property owner or agent for the job location described herein and that I have the right and power to enter into this agreement. I authorize All Phase Restoration (the "Company") to provide services to the real property, personal property, and contents of the property described as Incarnation resident owners association (the "Property"). I also hereby hire and authorize the Company to provide the services (the "Work") that I have initialed below and accept responsibility to the Company for such services rendered: Yes 0 No Emergency mitigation. I authorize the Company to perform emergency mitigation services. I agree that mitigation shall be considered complete when restorable structural materials and contents have been returned to pre -loss equilibrium moisture content (EMC) as measured with a moisture meter on similar materials in an unaffected area of the structure, if available. © Yes 11 No Reconstruction. Upon my acceptance of the Company's cost estimate, I authorize the Company to provide reconstruction services as described therein. I agree that reconstruction shall be considered complete when restorable structural materials have been returned to a pre -loss condition. I authorize the Company to enter the Property, supply all materials and perform all necessary labor to provide all authorized Work. I also agree to allow the Company to remove affected materials, as necessary, to achieve the goals as outlined in the written plan. I understand that should I decide to decline service or to follow the Company's recommended procedures, estimate, or plan that I may ask them to stop, but that I will be responsible for payment for all services rendered and any costs the Company incurs as a result of this decision. I further agree to make arrangements for completion of the job without cost or penalty to the Company and to release, defend, and hold the Company harmless as a result of my decision. In addition, in the absence of intentional wrongful acts or wrongful failures to act, I waive the right to bring suit against the Company, its owners, agents, and employees and agree to release them from all liability, indemnify and hold them harmless, and agree to defend them if suit is brought by any interested party. Unless we expressly agree otherwise, I agree that myQinsurance deductible or@deposit in the amount of $95,000.00 is due prior to the Company commencing emergency mitigation services and that the balance is due upon completion of the Work, or any portion thereof. And, unless we expressly agree otherwise, if the Work is not covered by my insurance company, I agree that 30% of the estimated cost of reconstruction is due prior to the Company commencing such work, 30% is due upon the completion of 30% of the Work, 30% is due upon the completion of 60% of the Work, and the balance is due upon the completion of the Work. I agree that all rights to any insurance proceeds paid in connection with the Work performed by the Company are hereby assigned to the Company. I hereby direct any insurance company to include the name "All Phase Restoration" on any checks or drafts issued in connection with the Work performed by the Company and that such checks shall be mailed directly to the Company at the above address. In the event that an insurance company includes other parties on checks or drafts, I agree to endorse and/or obtain necessary endorsements within three days of receipt of the payment. I fully understand that I am responsible for all charges not paid by my insurance carrier or other materially interested party and agree to pay any unpaid balance immediately upon demand or upon completion of the work. James Hou Agent I, (the "Customer"), expressly agree that all past due amounts are subject to a service charge in the amount of 1.5% per month or 18% per annum on unpaid balances after 30 days. Additionally, Customer agrees to reimburse All Phase Restoration for all costs and reasonable attorneys' fees associated with the collection of any balance past due. The Company shall maintain the right to file a lien against the Property as well as any and all other legal remedies allowed by Colorado law. I agree to remove from the Property all cash, jewelry, firearms and other valuables prior to the commencement of work by the Company. I acknowledge that I have read the terms and conditions set forth above and on the reverse side hereof and that I understand such terms and conditions and agree to be bound thereby. Dated this 15 da of November 20 2017 Print Name Kelly Shannon y Signature <�--- Kelly Shannon (Nov 15, 2017) Biding Customer Name: Incarnation residents owners association Address: _ City: State, Zip: Phone: 3950 Fenton Ct, Wheatridge Co. 80212 678 522-0163 Insurance Information Company: Continental Western Group® Claim Number: Property Claim 40121213 Adjuster/phone: Jenny Snook i Property Claims Representative Agent/phone: 877.778.7874 Ext. 4214387 i Fax: 800.365.4878 Referral Name Email: jhou01@gmail.com or kshannon99@gmail.com Contract Total: $285042.52 UNDERSTANDING BY THE CUSTOMER Prices: I understand that water damage is a progressive condition and that drying times vary so it is impractical to give an exact quote for services before completion. Completion of Work: The Company will diligently pursue substantial completion of the Work (the time at which the affected area may be used for its intended purpose) but shall not be held liable for delays due to late deliveries, weather, restricted access to the Property or any other conditions beyond the Company's direct control. Effect of Abnormal Water: I understand that uncontrolled water indoors is abnormal and may cause several problems that should be addressed: (1) Water may migrate into other areas of the Property so it is highly recommended that all potentially affected areas be evaluated; (2) Materials swell as they absorb moisture and rapid drying will help reduce permanent damage; and (3) High humidity from evaporation can damage materials if allowed to continue and these problems get worse the longer materials remain wet. Reducing microbe growth: I understand that the following steps can be taken to reduce microbe growth: (1) Water can be removed as quickly and as thoroughly as possible; (2) Rapid air -movement can increase the rate of evaporation; (3) The relative humidity indoors can be reduced; and (4) If necessary, antimicrobials may be applied. Drying Equipment: I understand that drying equipment will be installed. I will not interfere with this equipment, move it, turn it off, or leave the windows open without first notifying the Company. I will also minimize my entry into affected areas and will use extreme care when doing so. I have been informed that it may take several days to complete the drying process. I understand that I am responsible for loss or theft of drying equipment while in my care and will take necessary precautions to secure and protect this equipment for service rendered. Carpet cleaning and Other Repairs: I understand that the Company does not schedule carpet cleaning or other repairs until drying is complete. Hazardous Substances: I agree to inform the Company, prior to the commencement of work, of any known hazardous substances or unsafe conditions within the Property. I understand that the Company, upon or after encountering such conditions, may terminate this Agreement and I agree to pay for services to date, including costs incurred related to the discovery, testing and disposal of such hazardous or unsafe substances. I agree to indemnify and hold the Company harmless from any and all claims by any person arising from the existence of and/or exposure to hazardous substances or unsafe conditions. Signature: Email: kshannon99@gmail.com City of Wheat Ridge Municipal Building 7500 W 29" Ave. Wheat Ridge, CO 80033-8001 P: 3012352855 F: 303.237,8929 Owner/Occupant 4020 Fenton Ct. RE: Previously permitted project plans available for retrieval — Permit 0201301158 (New Single Famill mammz= This letter is being sent to you because a project for which a permit was issued by the City of Wheat Ridge Building Division and plans and/or other documents were required was recently completed and approved. In accordance with the Buildi ,, Division's document retention are scheduled for disposal. We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their disposal by the Building Division. The plans and/or documents are available for retrieval for a period of 15 working days (3 weeks) from the date of this letter and must be retrieved in person at the Building Division offices, This letter must be presented at the time of retrieval of the plans and/or documents. Plans and/or documents available for retrieval CANNOT be mailed and plans and/or documents will NOT be available for retrieval after the expiration of the retrieval period, which is 60 days from the date of this letter. You may retrieve plans and/or documents between the hours of 7:30 a.m. and 3:30 pm., Monday through Friday, at the Building Division offices located at 7500 W. 29h Avenue in Wheat Ridge, sum Melissa Mackey Senior Pertnit'Te chnician 7500 W. 29th Avenue Wbeat Ridge, Colorado 80033 Office Phone.- 303-235-2853 Fax: 303-234-2857 www,ci.wheatrid— — us WWWA whoutrid"a ra *IQ 41, Wh6atR,..,jgie City ofCOMMUNrry DEVELOPMENT 5 P'tarrlPerrrrtt Building & inspection Services Division 7500 W.29th Ave., Wheat Ridge, CO 80033 4" Plan Review .. m � Office: 303-235-2856 * : 303-237-8929 �5 �, Inspection Line: 303-234-5933 Building er it Application Property Address: 3 w I .. Address: ; City, State,' i rah testi rrgir eer E-mail: Phone: Contractor: - Contractors City License Phone.- Contractor hones.Contractor E-maildress. Serb Contractors: Electrical. MAA E r"r Plumbing: Mechanical, W.R. City License # k i W.R. City License # W.R. City License # Other City Licensed Sub: tither City Licensed Sub: City License # City License # Complete all information on BOTH skies of this for #x<«»*2*« *< *<\ © ® $ d »e«?�� zz ©�-©°© ®� �» �®-w . •. �©�<fx■< $ ?■\\�-°/ \�� \#»� $ f©?■\\� /�f■e»: � fd:� \3}.:»#?,■\ ■»<:■ew�� 66 ■ ^■\\°��e �». .<e-: °. ��-::&.�»!� x�a». \�} $ f \ ?� \: �-•-� �� - 3�_j\�.� »/\.\ ■ 2. �� ? / m �-� �� - : / -: \��, � $■\\f\,�\\\ ^\�,.� /\\�^ � ©�©©�»a» Sq.F!$F ° \. . \. & .. \ \ \ . Gallons Amps Other . .. . .. . :< � . . ■ Meter Panel Meter Photovoltaic Site Plan Premise Owner: InCarnation , CSC 11 System Size: 4.05 Owner Address: 3980 Fenton Wheat Ridge, CO 80212 Drawn By: batt Noshing r`bate:5-18-15 m* tit.. �:t�,'.. � 'a.. Car°leery MOrloxide detector(s) rCgUired Ivithin 15 11 of all sl eplra areas, 0Mdd r fiqujVMjMt 5 Sillab SIVA 2700 modules 8 APS YC500A: micrrain erters 5C} `-bolts t attach Micr�a3rr�aerters to ails - , ' fit rrlrac Rails 50 Weet, Lags, Flashings, Attachment bolts • 20 mid clamps 58 end clamps 16 rail -- rail grounding weebs S ladeck with fused combiner Single Care Bell boxes e 0 Roof bitch: 140 and 100 Azimuth: 900, 1.880, 700 2 story Rafters - 2x6 " O.C. Electrical interconnection - 2P -28A EATON back feed breaker 8" max spacing between stand Gaffs 0 Rail, Mid clamps, End clamps are all integrated. banding 5- APS YC500A Modules Dual Microlnverter n! shed under eve / �'i" AE: fused ) other module) Coin i ner ' Production Box Meter Main Service laity 3- APS YC500A 15` (on roofs AC disconnect Panel Meter _j Dual Microinverter 25 C (attached under every other , 3 " module) � d t � py yq 2P-2iraixi r i 2 ; sackfeed [ a 2 breaker 3 Modules w Equipment Ground System (CGC) , Cu Bare 10EMT Auxiliary Ground from array to PGC f'" EMT ground read using 6 CU Bare Transitions to Green 10 AWG Cu THWN-2 after Combiner box A Combiner tiX So adeck wit s 15arrip :ffB Piisconnect - NEMA 31�, Knife type, 2-pole/3 wire, 240Vac, unfused at 3pA. Located on east side of dwelling, Labeled " Disconnect".AC fused combiners PV Production Meter - 200A self contained meter socket with lever bypass, compliant with April 30th, 20313 revision of Xcel Energy Standard, l duie Micro Inverter C specifically Section 4.13. PV generation wired to the line side terminals. PV production meter to have stamped brass, aluminum, or stainless steel ,050 WDC 8 ,APS YC500 A tag indicating the ADDRESS including unit, and "PSV PROD" in accordance with the requirements for Meter Identification in Section 4.14.4 of the Photovoltaic Array I ut Xcel Energy Standard. Located within 10ft of the existing utility meter. (15) Si fab SLA-M 270 Vm . 55 Viic P . 270 WDC ldc a • 12.0 ADC D Main Service Panel - 200A main breaker, 200A buss bar, 120/24 Vac (single phase) existing. Load side point of connection a f1N Voc. 38.2 Voc Eau ut backfeed Breaker. Located on south side of dwelling in the backyard. "rtrt ... Vp axw 31.2 Voc (rax. 2.08 AA p # sc, 9,22 Aird Pax. 500 WAC � r fpmax: . 8.65 Anc JE Utility Meter - Located on the south side on the building. Labeled "PHOTOVOLTAIC SYSTEM CONNECTED" i dR / Series Fuse: 15 A Meets UL 1741 requirements...... ��drds�4rtrt ♦" rt"rt° Notes. Wire Size Liv Solar ' ®Cif E)i n C`d � S er i Ari acr Calculations 1.. 4 wires -18 AWG Cu THHN/THWN-2 for L1, L2, N, G PV Source Circuit (9mods 4821 Vow 101st Cir. One Line iagra 2. wires -18 AWG Cu THHN/TIHWN-2 for L1, L2, N, G 9 modules, 1 microinverter for every 2 modules Westminster, CO 80031 3. 4 wires -10 AWG Cu TI- HN/TIIWN-2 for L1, L2, N, 5 microinverter x 2.08 AAc = 10A Arc (269) 420-5630 8AWG or larger Cu THHN/THWN-2 for G 103.4 AAcx 1250 = 13 AAc 10 AWG THWN-2 adequate to handle up to 40a s Main Panel Calculations PV Source Circuit (6 ods) Drawn By: Matt Husking (�'[��+¢�y�ymer gggry�"rty }w�g✓g�*'[/^}py (�pq�C 200A Buss bat- x 120% = 240A Name: 6 modules, 1 microinverter for every 2 modules M1a i,#.aF» ,4dd{wl ' Ii�tte. -18-15 f$�iw q 1H.JiF.,.m$7:$ id.F.$,CT.i �[ 6,a bI R.A 240A-200A = 40A 3 microinverters x 2.08 Aac, - 6w24 Arc 40A/125% - 32A max allowed 6.24 AAcx 125% - 7.8 Arc ,l Will use P-200 p EATON backfeed breaker for load Side LIVSite Address: 3980 Fenton Court � ( �. 10 AWG T°I WN-2 adequate to handle up to 40ar ps � %its rrorn€rii Y SOLUTIONS caiss nnectl Meat Ridge, CO 80212 Photovoltaic System will e installed in compliance with. PV Output Circuit 15 ods) 2strings (1of1 AAc)+(1 of 7, AAc)=20.8 Aar: M ' article 705 of the NEC 2014. 10 AWG TIfWN-2 adequate to handle 40 amps NEC 690.12 Rapid Shutdown covered by APS microinverter 5- APS YC5OO.A Modules Dual Microinverter �, (attached under every / EMT AC Fused other module) Combiner PV Production Box Meter Main Service Utility A Disconnect 3Po APs YCSa 3A fort roof) Panel Meter ------ a Dual Microinverter C la ehed under every rather�T- Eil module) 1 2' 2P-20aaaap z 2' Backfeed r breaker Modules k (6)._ Equipment Ground System (EGO) � u flare 10 3/4- EMT , � ,Auxiliary Ground fresiaa array to EGC " ground read using 6 CU Bare Transitions to Greene Ila AWG Cu 3/4" EMS' THWN-2 after Combiner box _... _.__ __..,..__ _ ..._..._ „ . ..... .......w_ a_ _. - _._..n_ Co Miner RDx - Soladeck with 15amp A DisconnectNEMA1�,10aaife type, -pole/3 wire, 24OVac, unfused at 3OA. Located can east side of dwelling, Labeled " lei coiiiiect°". AC Afused combiners PV Production Meter - 200A self contained mater socket with tearer bypass, compliant with April 3011, 2013 revision of Xcel Energy Standard, Module Mlcro lttverter specifically Section 4.13. PV generation wired to the line side terminals, PV production meter to have stamped brass, aluminum, or stainless steel ,050 iac APS YC5OO tag indicating the ADDRESS including unit, and `PV PROD" in accordance with the requirements for Meier Identification in Section 4.14.4 of the PhotovoltaicArray imut Xcel Energy Standard, Located within 1Oft of the existing utility meter, 15 Silfa SLA-M 270V,; 55 enc 'mu: 2 70 VVtkc lar m: 12.0 Aric Main Service Panel -- 2O0A main breaker, 2O0A buss tsar, 12O/24OVac (single phase) existing. Load side point of connection using 2P-20A EATON oc: 38.2 Vnc: Clot . ut back ed breaker. Located on south side of dwelling in the backyard, p ax: 31.2 Voc; lm: 2.f18 Ac lsc: 9,22 ADC PM,,: 500 WAC lr , : 8.65 Atac utility Meter - Located on the south side on the building.. Labeled "PHOTOVOLTAIC SYSTEM CONNECTED" Series Fuse. Meets ill 1741 requirements Liv 4.05 kW RoofMounted V system A(n it Gaal Into s 1. 4 wires - 1t} AWG Cu THHN/TliWN-2 fear L1, L2, N, G PV Source Circuit mods) 4821 Wr 1O1s, Cir, One Line Diagram 2. 4 wires - 10 AWG Cu THHi /THWI -2 fear L1, L2,N, G 9 modules" 1 trucroftwerter for every 2 modules Westminster, CO 80031 3. 4 wii°es - IO AWG Cir THH /THWN- fear i,1, L2, , 5 microinverters x 2,08 Am =10.4 Ax: (269) 42O-563O 8AWG or larger Cu THHN/THWN-2 for G 10.4 AAcx 125% = 13 A.4c lain 10 .AWG THWN-2 adequate to handle up to 40amps r3 I 0 aic al ti PV Source Circuit 6rnods) Drawn y: Matt Hushing 2O0A buss bar x 12O% = 24OA 6 modules,1 rnicroinverter for every 2 modules Date: 5-1815 CustomerName: InCar ation CSC 11 240A-200A= 40A 3 microinvertersx 2,08 4,ar= 6,24 AAc 0A/125e. = 32A max allowed 6.24Aar:x 125%= 7.8 AAc Will use 2p-20ar EATON backfeed brewer for load side 10 AWC THWN-2 adequate to handle a SoWt LIV Site Address: l Fenton Court p to 4Oams al connecti a. PV Output Circuit 1 mods) �., rccsrN ERGY SOLUTIONS Wheat Ridge, CO 8021.2 * Tiflis Photcovoltaic System will be installed in compliance with 2 strings (1 of 13 AA)+ i1 of"7.8 Arc) 20.8 A : article 7075 of the ITEC 2014, 10 AWG THWN-2 adequate to handle 40 amps • ITEC 690.12 Rapid Shutdown covered by APS microinverter IN :0 tv ro R T� 0 Esdt fo 'a 5 Ln 12, <ttJ 0 mo �T W) C Z, w t C) Ln w > ,= a) to V) CL I", k) c i5 U 0 I 00 -C P m Ict E c5 (5) c ,o 7T, 40 4-1 Tca —4A El 0 E > LID E 0 M M cW 0 x E c > a) E wE Z c 0 0 m V) E oEv>)'mEE,,Eu 0 IN :0 CN > 0 co 0 0 Q0 E ti 06 CN w 0 cr E U u u u u 0 LU >U) 0 U) z 00 co Qo 00 IZ + + + C,4 0 0 k N 0 0 , 0 a � m E 0 u u u E E 0 0 M 0 0 0 U 0 2 N IT Nr C14 z r > c "n u > 2 > 0 0 LL U. E W W 0 U- 0 CL a a m o M M 0 X U 2 04 > c r- to < m . . . Lr) , 0 4) M:D 0 �d x C� X u c E o > @p co LP 0 0 14, E 0) LO C4 og u LL l< 4) Nr 0 CO 0> 0) 00 X "e, w m o o ou COt iIn CN o 9 �'t 0 0 0 Ui Lh Ul) w m w 0 U) , q 4 1- LO V) C'4 U-) N C 4 CN (D A V X58 0) 0) aco (N Lfi z z N LL -C as u 0 W 0) > > 0 OD c 0 NCN a 'a E E 0) m 0 0) 0) c 1 4) & ry >i c C E Ix el '5 m 411 u m c c 0 a -Uc w w 0 0) C U < m 0) 4-4 cr CJL C 4.4 co C :3 0 0) E (D C: 0 4m 10 m > u > x x 3: U, o U- ",4 - 2 0 z 4.4 4" t-- u w u M E -0 "A" x W a # >CE c z D It 0 0 c E E uIll 0 E a 'Zi 0. -20 m 4,4 Zj o c -w CL 0 :3 0 D — cL Z E F- F- I -C E E C C 0 0 C CL M D w u 0 Cc U- E E -ia ala LL. 0) 0 E X c E c c c X U c c c X X u E V o 44 E CL m (d m 0 0 0 "a, 0 7 z z z x CID u z vo) 00 Oa a a i w u u 0 w (1) (D ao 0 E I 11 ml 1"I'M p ,istiV u, FF. C14 'tc I LIV th L ui ca W,Lw�. to -o U) ! C!? Lu c� va w w 0 .— IOU MO 40 �. W's. 0 H 3U. L ui ca W,Lw�. to -o U) ! C!? Lu L ui ca W,Lw�. to Lu c� va w w 0 .— IOU MO 40 �. W's. 0 H m m Is m i . ......... Is 13 m m IN I t VVL S-96 mla"Pq3l"Il dl, U6N"' V,�9'77,77 M", AMP -3h "'iM Y3".3§A," nor, a RVA" IIFQ 80 �1,'�dd(,Q AIPV�VTN a' ,N" 1-11"I'vNll W NNAOH"S --' �" -qsom, 0 N m m Is m i . ......... Is 13 m m IN I Unirac Flat Flashing Cai-i be used for multiple tk product lines c . o l r (E)volution t HhL SolarMount Standard SolarMountr 1 „it.y4x} x*nFr e k ., fl i 11A`}tP\a,}rh'd<'.�,� ik'oti"ND"tLi1,Y'fihiN . t 10, ung; Integrated mounting and flashing i R 2 �w i 1y Near }t o ra'i l S� .7 10 "IN Flat Posh ing waterproofing 461A . , A ry+.A , , {v. Wfi+ � T�„Y'„ .-aU+av� .,..i'a .+s„i;. ni,n, Va tm,,.. �, ,J, „1 aP:\�4 i,t x. ,v ,' .Jlku � `:,,'v e, ,,.✓ ,t. lA„w,S .....`C,F It b"¢,' si P, ?01 s ��^� �w �� v s s sw"„ asp "AM 00 w".a* ,; f„5r ,"yilk F lot t � 'Oz � i3� IS `'is � a"Q �"• fia`,w S";°y w>-� w:µt?. C"^ dri � ur m^P �h s.,r, de`s c+'4 .`"# �I v`71 son Qjj x, oil , E 11121 *3 tri v` *3 g-•., 4*• C3 hit a"o-'... a "�.,".� ^ 'N15 �a .+ .� . � \ q � tD} \ \ r r *a oz r �i r o oz �i �k o 0 k kuj k 0(14ceo sri uj cp r� r+ 0 co 0 w .c rW e -t awd rim {bpayt� rw•" tam rcoo C o vi C,4 0 0 0 00 *is ra 4 Ul flel �t 14 r14 rlk W C sri uj cp ui CL LU qj c co iA IN ra lJLA LU M :rt av V)co tam V) -3 " 0 u�5 ki k V) a a YE w < e R MtlM ✓`T* Q8 00 co oll 0� 'a k yF} wW a#YnA@R sd�lnM1WF�d' hWlll .4.n., rlk W C o E E CL E m IE V c c g 0 09 00 ;A W u"I Ag 0 0 E 0 OC m c Z m 40 E — w c M m t VNi 0 0 C Al CL 0 Le E c u 0 E E 0 al o E m W4 C w r- a 0 E > 0 W 00 Q 0 N, E PM M Q =1 am 0 _0tet, C 0 t: c E 0 earm j 5c E 01 E ;A U w w IL LO 0 WA m W ix "0 c 0 fg Ijc M w uj c 4m Ow 0 E 160 Z -0 0 4 w I m j E E w, X, 4 , Z W CL Om E CA 0 4 X W cn -1 E z E t > E A 0 c 0 0 ,32 .0 m 0 .0 a u m c z V.4 (IN Id 0 E M xu w r4 04, M m C) w% 0 x 2 ", -01 E0 E E Os LL 0- o «w: r4 co 0 4) u C 00 L v 000 r,' q3 6�k V C>? z ca xc c M rq CA C>? ca xc k 4. cm f 0 B bR Y f ° P *" 9 tl Q,* t rwccz .'ag ° Mo V C>? ca xc k 4. cm f 0 B bR Y f ° P *" 9 tl Q,* t Stipulations: New Single Family Home - 2163 sf. This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. MMEMBM I *wner: INCARNATION 621 17TH ST #17 DENVER CO 80293 Contractor: MICHAEL MARTINES 1630 WELTON ST DENVER CO 80202 For the Following Purpose: Single Family - New - eo�n � POSTED BY FRONT DOOR C1 AL OCCUPANCIES rAj Z tv C3 s. x m 0 1B I �J P a, N C3 > try =s m 1 • m w. z z r m olv�oo M M • bM Mo tz ED co) Ca tis 00 0,4 CA 04 M co Ca z 0 bow 0 .0, 0 0 to YF rAj Z tv C3 s. x m 0 91JBDOSION 7 1B I �J P a, N C3 > try =s m 1 • m m z z r m 91JBDOSION 7 FENTON "0 COURT rF (47 R, 0, NJ 1843' w4\ 4 `9 7 0 I as I �J 6 a, N C3 > try =s 30A' 1 60 FENTON "0 COURT rF (47 R, 0, NJ 1843' w4\ 4 `9 7 0 I as 'X 646,23' 2610 rV 7' gm z I 9 0 T 3f 1 WAR • fY E5 C3 30A' 60 'X 646,23' 2610 rV 7' gm z I 9 0 T 3f 1 WAR • fY F OFFICE USE ONLY JV A-- 113:01��M �� [1xv Sq. Ft tLF Z Eatu Gallons Amps _ _ Square Other Project Value (Contract value or the cast of &m teri is and labor incl uded in the SaLirl project) 0 FRtCC)NTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, casements or restrictions of record; that all measurements shown and allegations made are accurate; that l have read and agree to abide by all conditions printed on this application and that I:assurme full responsibility compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and anr also authorized by the legal owner of any entity included on this application to list that entity on this application. CIR LONE (OWNER) CANT CTOR) � (U HORIZED REPS; ' ,l:NTATIVE) of (OWNER) (CONTRACTOR) ERMNAME: SIGNATURE: DATE: 5:f 4f it } t 1 \ at 1 3 � Y•: t tt t t t, i u t �, t ,. x. •,.,.. :, , t „�l:i} ,1. ...t u t''i4 t t7 ti 5iiltt t}, tic ,.. „7 .., ,,. }t. t�,. �tt.. viU �„ . t i. •ait: t i ..lc tt L...:y t t t : - :1 U 3 �t ":al � Y 1i ;k. z t ia \ \,,,, �a\ \tl ll.. i p, \ .s.Ut t �1Y. :,.1 ,\ - u t i t i "' it1 i\t U t 1 i ?\ t in 4Y t t ,1 l t} ti , t t l: „. ai ill:3tt t1i } t 1 }roll v t t t. t t } 1: 7 t 1 11 ,i t i i i t ttt 1 tt)} i 1 11 t t t t i t x t1 , 1 Sanitation dot Rte nitation District 0 � Building Division Valuatic>n. ��. P lease trash Ihis red-line comments ents as u stqi � with the plans. I t Work shall comply with � � rrr ralra�rrraa of t inches the following codes: 01 of clear space is required d lr 11 f ", 21112 l l� CC & 01 front of lavatories l� tl , EC. �. � water closet shall not lay Egress window w° ww el shall set chasers than 1 inches fr °cars r designed fear° proper° it center to arm' wall or closer dra drainage e lr connecting try the than tl inches center rrt lacrlldin foundation sv°stcraa center b between fixtures. s, or , iI required by section 405.1, or (P2705) by an approved afternate Carbon monoxide method arse! verified ra lrc detector(s) shall be installed Building Division by wet outside of each separate staar ala d late of approval. al. sleepin area in the immediate vicinity of the bedrooms ms '315. Egress window(s) size, height, location, well and 111 "�rrroke alarms shall lr ladder.. requirements !aster° required in each sleeping section 1 -3111. r°crrarrr and outside each F4 111,x.2). sl sleeping area and in the t Bathtub and shower lrrarnediartc vicinity oft r spaac s �lmall b finished wwlth ar bed arms 1 . rrrarr- aalasracrrt surface as a laclla cat ti feet arlaraw c the l�lraaar the baathtub err~ showw er 31!°1:2) Firetilocking locations, material, and integrity per section (11302.11 t lrrirarrrraa d t "` :Nil exhaust tarts ventited tea the e ter°i r° shall la provided ra toilet raraarcrrs and bathrooms (1:15137.4). r I4i> z o "P 610S BASEMENT FLO N W -C 0 fix UU, c 0 c: u I I T 2 st,"tictural En,gineeriti& LJ,,C September 8, 2014 InCarnation Developil 621 17"' Street State 1 777 Denver, CO 80293-06.2 1 Foundation Wall Reinforcement Observation The InCarriation Single FainflN I forile 4020 I-'ejjj()j, Wheat Ridge, Colorado Project Ntariber: 1 3-0-52- - 2 Dear k1r. flarder, On September 4. 2014 a representative fi"(, III Ifu , officQ visited the site j° ferenced above to Observe the wall reinforcement ga ize. and location and to corifini, the vertical reiriftircement S Vacing � in foundation fornis, The reinforml)Ctit appeared to be in general compliance with tile retainin,c,; xN, drawing and details by T Structural Eng .1111� 25.2013. g incering, Project number: 13-052. dated There is at ufer bar installed in the f'oundation, I'he tifer is located in the north ganage f W zipproximately 7-tact 6-inches back from the cast (front) garage fbundaji(),jr kk C� Protect freshly placed concrete flrorn MIT.CrUtUres that iN ill conipronlise die desi strengill tot' corIcretc (`concrete Placentent and reinh)reelocilt is to he installed in accordance with ACI 18 and the I R C, I'Ic COrltact this Office i(there are clue times, or ifad i (I tional iril'oritiation is required. Thwik you f'or the you on this pr( ect. Sincere IN Susan Ta g. I.1 V , EfICIOSUres 1111%] Septerriber 8. 2014 InCarnation I.JeNelopment 621 17' Street Suite 1777 Denver. CO 80293-0621 Footing Observation The In("arnation Single Family Home 4020 Fenton Court \Vheat Ridge, CO Project Nurnber: 13-052-31 Dcar Mr, I larder- On September 2, 2f 14. a representative ofthis office visited the site referenced above to ob'serve thetbotirig fimu � vidths, depths, and reinforcement. The con Linuousand isolated footing �Nidths and depths kvere in general compliance with the f6undation drawing by T Structural g inecring, pro�ject numben 1 3-052, dated Ady 2011 "I"he (1r vel rein forcernent was on site and the spacing will be confirmed with the ft,)Llncfafion w observation. Protect fi- shk' placed concrete from temperatures that will compromise the design strength of the concrete. Concrete placement and reinfbreement is to be installed in accordance with AO 18 and I RCw Please contact this of ifthere are questions. or ikadditional infilt-mation is required. Thank VOU for the opportLt11f1,N",tkl, I ,\,,�mk with you on this protect, Sincereiv, SLIsan'f'a—s. PA" Unclosures Wk 1Ft m n M6 sw 9 ,p AP2 4 M " M Wt m 4;R u z WW x mm m <w =6 OAT - < 4 6 M m z r z M A t�T M z c I co -4 Yx => rD -4 Om rf, Vi g 2 .v. mm --4p mi m bg W I "X :c m M < 0 > ). - 0 OW tu 0 2 • A cnz -4 C, ED U7 2 w M w z M A r- 0 "n z > A -n 9 z 03 -0 01 0 cr) m EA ViR WR YWx tM MR RR! y W RR 0 tl xW z Z '"TJ 0 < > 0 (j) Z IM m > Wx 0 3D m YIR c'm Z U Z I C FENTON - rn m 0 n crs M:D! W - 0 1 c- m N, m C-) > m -1 0 M (n ON M , M • M 0 Ln --A 3 z r m r r- 0 0 CD • m 0 o as m CO -2-4 z 0 b -n I 0 -4 orn cr) z I CD r Q 0 r r r z P\ U) m m z U) • to ru w Wk 1Ft m n M6 sw 9 ,p AP2 4 M " M Wt m 4;R u z WW x mm m <w =6 OAT - < 4 6 M m z r z M A t�T M z c I co -4 Yx => rD -4 Om rf, Vi g 2 .v. mm --4p mi m bg W I "X :c m M < 0 > ). - 0 OW tu 0 2 • A cnz -4 C, ED U7 2 w M w z M A r- 0 "n z > A -n 9 z 03 -0 01 0 cr) m EA ViR WR YWx tM MR RR! y W RR O' SANITARY SEMER EA�w no M 0 tl 0 z Z '"TJ 0 < > 0 (j) Z M", m > "-n 0 3D m n(n c'm Z U Z I C FENTON - rn m 0 n crs c- m N, m C-) m -1 0 M (n ON M , 0 Ln --A 3 z r m r r- 0 m m m r- 0 0 b -n I -4 orn cr) -< I CD r Q 0 r r r z P\ U) m m z U) to ru w O' SANITARY SEMER EA�w no M co Ln 0 to In 0 tl 0 z co Ln 0 to In 0 0 z no '"TJ 0 < c� Cm n (j) y ip M", > "-n 0 m n(n c'm Z *- Z-, FENTON - COURT 0 0 n crs c- m N, m C-) MC) 103' m z (n ON 0 Ln --A 3 3*cn m m ocn 46.5 r- 0 b -n I orn cr) I Q P\ i FOR OFFICE USE ONLY Complete all information on BOTH sides of this farm Sq. FUL.F Stu'a Gallons Amps Squares Other City of Wheat j�idge COMMUNITY DEVELOPMENT --.; City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2846 F: 303.235.2857 August 27, 2014 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property /properties as indicated below: PROPERTY OWNER(S): Incarnation C.S.C., LLC IaA`lj" ADDRESS: Lot 2 - 5720 W. 39 Pl., Wheat Ridge CO 80212 Lot 2 - 5730 W. 39 "' Pl., Wheat Ridge CO 80212 Lot 2 - 5750 W. 39 "' Pl., Wheat Ridge CO 80212 Lot 2 - 5760 W. 39 "' Pl., Wheat Ridge CO 80212 Lot 2 - 5780 W. 39 "' Pl.. Wheat Rirlve rn Qn , )t Lot 2 - Lot 2 - Lot 2 - Lot 2 - Lot 2- Lot 2- Lot 2 - Lot 2 - 5860 W. 39`° Pl., Wheat Ridge CO 80212 Lot 2 - 5870 W. 39 Pl., Lot 2 - 5880 W. 39"' Pl., Wheat Ridge CO 80212 Wheat Ridge CO 80212 Lot 2 - 5890 W. 39 Pl., Wheat Ridge CO 80212 Lot 2 - 5898 W. 39 "' Pl., Wheat Ridge CO 80212 Lot 2 - 3950 Fenton Ct., Lot 2 - 3980 Fenton Ct., Lot 2 - 4000 Fenton Ct., Wheat Ridge CO 80212 Wheat Ridge CO 80212 Wheat Ridge CO 80212 Lot 2 - 4010 Fenton Ct., Lot 2 - 4020 Fenton Ct., Wheat Ridge CO 80212 Wheat Ridge CO 80212 Lot I - 4035 Fenton Ct., Lot 1 - 4025 Fenton Ct., Wheat Ridge CO 80212 Wheat Ridge CO 80212 Lot 1 - 4015 Fenton Ct., Wheat Ridge CO 80212 Lot 1 - 4005 Fenton Ct., Wheat Ridge CO 80212 SUBDIVISION: Incarnation C.S.C. Subdivision LOT(s): KEY: SECTION: Jefferson County Reception Number for Plat: 2014036372 Jefferson County Reception Number for PBG: 2014036374 PARCEL NO: NOTES: This is a courtesy notification. AUTHORIZED BY: DATE: www.ci.whestridge.coms DISTRIBUTION: 1. Property Owner 2. Jefferson County Assessor, ATTN: Data Control, 100 Jefferson County Parkway, Golden, 80419 3. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Parkway, Golden, 80419 4. Jefferson County Elections, ATTN: S. Stormer, 3500 Illinois Ave., Laramie Building, Suite 1100, Golden, CO 80401 5. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois Ave., Laramie Building, Suite 1100, Golden, CO 80401 6. U.S. Post Office, 3700 Tennyson St., Denver, CO 80212 7. Xcel Energy, ATTN: Correspondence, 1123 W. 3r Ave., Denver, CO 80223 8. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 9. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 10. Wheat Ridge Water District 11. Wheat Ridge Sanitation District 12. Wheat Ridge Fire District 13. Wheat Ridge Planning Division 14. Wheat Ridge Building Division 15. Wheat Ridge Police Department 16. GIS Specialist 17. Log File 18. Other: NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: DATE: 6 A 0 0 KM C. 9 Oa F STANDARD TR PLANTING "LRI v' I --- i�GEND PHASE IV PHASE III I _ - 60 I R MUM ing r' CONCRE PLAYGRO N O U U �2 LANDSCAPE PLAN Incarnation Planned Building Group aj- a o UJ lx� t2 t2 1:13: \X D 4- U s U L- I gEl aa� Will c 0 c U -s 2 of 1 0 LA I �� j PHASE I of P � l I f � i { tlldElA N .� I i � j �� r • P5 LANDSCAPE PLAN-TRAIL TO 38TH Incarnation Planned Building Group aj- a o UJ lx� t2 t2 1:13: \X D 4- U s U L- I gEl aa� Will c 0 c U -s 2 of 1 0 }P 3 Off" r ; • s ° - j a r (Complete Id highlighted areas) s a Ojr o.. a (please i P ho -� ♦t. i i iii" .il , Review Fee (due at time of ubmitt l): #3 Squares - BTU's _ Gallons _ Amps Sq R111 $12 1 R w� *tectu re a rch i Kirk Cadotte Wheat Ridge Building Deportment Phone: 303.235.2855 p, 303-831.4307 f. 303.832.1222 www.row-architecture,com Section 106. 1. 1 - 2006 IRC Provide details on site plan, or on an additional sheet; the location and distances of water & sewer lines, Gas lines and electrical lines to each property. RESPONSE: Civil Drawing will be included with the re-submittal that includes locations of all utilities. Section 106.1 -- 2006 IRC Provide on site development plan each address on the project, RESPONSE: Addresses have been added to the site development plan. Section 302- 2006 IRC provide fire protection detail for both sides of all walls within 5 ft, of the "property line", See definitions fbr property, line in chapter 2 -- 2006 IRC RESPONSE: The garage walls that are within 5 feet of property line are now called out as 2 hour rated. Refer to Building Sections. Section 317.3- 2006 IRC provide fire protection infonnation for all openings/penetrations in a fire wall within 5 feet of a property line, RESPONSE: Openings are 5.5 feet away from property line. Section 1103 - 2006 IRC Provide detail on elevation sheet and basernent floor plan for Section 312. 1 - 2006 IRC a guard rail shall be required around the window well located within 5 feet of the stair landing at the front of the home, RESPONSE: A removable steel grill is now called out on the floor plan in lieu of railing. Section 308.4 - 2006 IRC all glazing within 5 feet of a stair step(s) or landing shall be tempered, all glazing within 2 feet of a door in atty position is required to be tempered glazing, All glazing within 5 feet of a tub or shower shall be tempered. RESPONSE: Tempered glass locations are, now called out on Sheet A8 Section 11021 - 2006 IRC all glazing shall be a minitnurn .35 u-factor, skylights .60 u- factor, exterior doors 35 u-factor RESPONSE: Glazing note added to Sheet A. Section 90542.2 -- 2006 JRC Provide information on plans showing type of roof installed for front porch roof, Asphalt shingles not allowed on any slope less than 2:12. RESPONSE: Low sloped roofing now called out on Sheet A4.1 as UV rated EPDM. Section 2426.4 - 2006 IRC flue vents passing through an insulated harrier shall tv provided with a shield with a minimum I inch annular air space and the shield shall be a mininium of I inch above the highest point of insulation. RESPONSE: Noted, Section 313.1 - 2006 IRC provides smoke alarins and locations per 313,2, Also provide carbon monoxide detectors within 15 feet of all sleeping areas as directed by State of Colorado Statutes, RESPONSE: Noted on Electrical Sheets Section 11 12. I - 2006 1 PC provide detailed drawing showing building sub drains and surnp pit location and pumping system (s) per Section 11 13,1,1113, 1, 1, H 13.1,2, 1113 w1.3 & It 13,1.4 RESPONSE: Sump pump is located on Sheet A2.0, sub drains are shown on Sheet A6.1 Section 408A -- 2006 1 FGC provides a sediment trap on all gas appliances downstream of th e 14W 5800 S. NEVADA STREET, LITTLETON, CO 80120 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, 2013-May-17 11:23:32 ., 14!& itton\Docurnents\Wrightsoft HVAC\MPC CONSTRUCTtONkcarnationsup CWc - WE Front Door facev Page I salf m • .'; Short Form Job: SINGLE FAMILY Date* Entire House By- BEAU BRITTON STEELE BROS. HEATING Htg Ci — in fiitrati:rrt Cig load Outside db ("F) Cig AVF 90 Method Simplified Inside db ( °F) 70 75 Construction quality Semi -tight Design TD (w 73 15 Fireplaces "I (Seri- tight) Daily range 0 0 0 0 Inside humidity ( %) 501 50 531 38 Moisture difference (grflb) 62 «6 3599 2654 HEATING EQUIPMENT 133 COOLING EQUIPMENT Make Carrier 2995 1658 Make Carrier 8 Trade CARRIER 188 3583 Trade 13 SEER PURO N AC 89 Model 59SC2B060S17 - -16 Garage 410 Cond CA131A00 0 AHRI ref 5581507 0 Bedrooml Coil CNPVP3617ACA 3480 4075 87 204 AHRI ref 4541072 2013 Efficiency 92.1 AFLIF 65 Efficiency 10.8 FER, 13 SEER Heating input 60000 MBtuh Sensible cooling 23296 Btuh Heating output 51040 Btuh Latent cooling 4110 Btuh Temperature rise 63 OF Total cooling 27400 Btuh Actual air flow 8901 cfm Actual air flaw 1115 cfm Air flow factor 0.025 cfm/Btuh Air flow factor 0.050 cfrnlBtu Static pressure 0.80 in H20 Static pressure 6.86 in H20 Space thermostat 107 0 Load sensible heat ratio 1.00 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, 2013-May-17 11:23:32 ., 14!& itton\Docurnents\Wrightsoft HVAC\MPC CONSTRUCTtONkcarnationsup CWc - WE Front Door facev Page I salf m • .'; Short Form Job: SINGLE FAMILY Date* Entire House By- BEAU BRITTON STEELE BROS. HEATING ROOM DAME Area Htg load Cig load Htg A F Cig AVF W) (Btuh) (Btuh) (cfm) (cfm) Basement 729 7945 2091 198 105 Mechanical 51 0 0 0 0 Powder 51 1522 531 38 27 Kitchen 306 3599 2654 90 133 Living 138 2995 1658 75 8 Dining 188 3583 3381 89 169 Garage 410 0 0 0 0 Bedrooml 194 3480 4075 87 204 Bedroom 2 2013 2610 1699 65 85 Bath up 50 594 543 15 Master bath 128 1886 1194 47 60 Wet 19 0 0 0 0 Laundry 47 422 572 11 29 WIT bedroom 374 7040 3895 176 195 Hall 107 0 0 0 0 Stairs 98 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, 2013-May-17 11:23:32 ., 14!& itton\Docurnents\Wrightsoft HVAC\MPC CONSTRUCTtONkcarnationsup CWc - WE Front Door facev Page I salf m • .'; Short Form Job: SINGLE FAMILY Date* Entire House By- BEAU BRITTON STEELE BROS. HEATING Entire House d 3090 35677 22294 890 1115 Other equip loads 6466 1346 Equip. @ 1,00 RSM 23641 Latent coaling 0 :tI„AoC s .,�,�, i Aga A, i ' .4 1 n^^ ! 4-44c SMYMA&MAW, Component Constructions Entire House ST151ELE BROS. HEATING Fj-M =1 12F-Os w: Frm wall, r-21 cav ins, 112" gypsum board int frish, 2"x6" 202 0,065 21.{7 3,90 786 0,97 196 wood frm Design Conditions Windows INCARWIN: 2 gl azing, clr to -e outs, air gas, vni furs mat, car innr, 114" ne 59 17,300 0 21.9 1296 263 1558 gap, 118 "'thk; NFRC rated (SHGC=0.35) se 60 too 0 21.9 1314 of 0 1926 sw 145 0,300 0 21.9 3183 321 4664 sw 20 0.300 0 21.9 438 32.1 642 nw 135 0.300 0 21.9 2957 263 3553 nw 20 0.300 0 21.9 438 263 526 all 440 0,300 0 21.9 9626 29.3 12869 Doors 11J0: Door, ovhd roll type sw 128 0.600 63 0 0 0 0 TRUGAR: Door, st sc type sw 24 0,160 6.2 11,7 280 3,72 89 n 24 0.160 62 9.60 230 2.40 58 all 48 0.160 6,2 10.6 511 3,06 147 Collings INCARCEIL: Attic ceiling, asphalt shingles roof mat, r-40 veil ins, 518" 1218 0,024 40:0 Fj-M =1 12F-Os w: Frm wall, r-21 cav ins, 112" gypsum board int frish, 2"x6" 202 0,065 21.{7 3,90 786 0,97 196 wood frm Windows INCARWIN: 2 gl azing, clr to -e outs, air gas, vni furs mat, car innr, 114" ne 59 17,300 0 21.9 1296 263 1558 gap, 118 "'thk; NFRC rated (SHGC=0.35) se 60 0,300 0 21.9 1314 321 1926 sw 145 0,300 0 21.9 3183 321 4664 sw 20 0.300 0 21.9 438 32.1 642 nw 135 0.300 0 21.9 2957 263 3553 nw 20 0.300 0 21.9 438 263 526 all 440 0,300 0 21.9 9626 29.3 12869 Doors 11J0: Door, ovhd roll type sw 128 0.600 63 0 0 0 0 TRUGAR: Door, st sc type sw 24 0,160 6.2 11,7 280 3,72 89 n 24 0.160 62 9.60 230 2.40 58 all 48 0.160 6,2 10.6 511 3,06 147 Collings INCARCEIL: Attic ceiling, asphalt shingles roof mat, r-40 veil ins, 518" 1218 0,024 40:0 115 2133 1,12 1366 gypsum board int fnsh 2013-May-17 11 Wtight!00ft' Right-SufteS Universal 2012 121,01 RSUI 3854 Page I AC40k —ittonMocumantsNWrightsoft HVACWPC CONSTRUCTIMcarnationsup Calc = MJ8 Front Door faces: Page I Floors 20P-38t: Fir floor, frm fir, 12" thkns, r-38 cav ins, gar ovr 410 OMO 38,0 2,19 898 020 83 21A-32t: Bg floor, heavy dry or light damp soil, 8' depth 1218 OMO 0 0,97 1179 0 0 Structure 34546 Btuh Ducts 1131 Btuh Central vent (8 cfm) 6466 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 42142 Btuh « « « « « MIN « Pleating Equipment Summary Make Carrier Trade CARRIER Model 59SC2B060S 17 -T16 AHRI ref 5581507 921 AFUE 60000 MBtuh 51040 Btuh 63 QF O025 • :"i clm f 1. i.,. 0.80 Leidy range Simplified Rate/swing multiplier Relative humidity 50 I (Semi-tight) Heating Cooling .1i 2680 26120 26120 0,25 011 +t• Btuh Pleating Equipment Summary Make Carrier Trade CARRIER Model 59SC2B060S 17 -T16 AHRI ref 5581507 921 AFUE 60000 MBtuh 51040 Btuh 63 QF O025 • :"i clm f 1. i.,. 0.80 Leidy range H Rate/swing multiplier Relative humidity 50 % Moisture difference -36 grllb Sensible Cooling Equipment Load Sizing Structure 21840 Btuh Ducts 454 Btuh Central vent (98 cf) 1346 Btuh Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 23641 Btuh Latent Cooling Equipment Load Sizing Structure -161 Mutt Ducts -11 Stutz Central vent (98 cf) -1966 Btuh Equipment latent load 0 Btuh Equipment total load 23641 Stub Req. total capacity at 0.85 SHR 2.3 tort Cooling Equipment Summary Make Carrier Trade 13 SEER PLIRON A Cond CA13NA030 Coil CNPVP 617ACA AHRI ref 4541072 Efficiency 10.8 EER, 13 SEER Sensible cooling 23290 Btuh Latent cooling 4110 Btuh Total cooling 27400 Btuh Actual air flow 1115 cfrn Air flow factor 0.050 cfm/Btuh Static pressure 0.80 in H20 Load sensible heat ratio 1.00 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed 2013-May-17 11MV AM WHOMSOft' Right-Sufteg Universal 2012121,01 M13854 Pap I itton\Documents0fightsoft HVAC\MPC CONSTRUCTtONIA. Cats = MJ8 Front Door faces: Page I For: IN CARNATION SINGLE FAMILY HOME, URBAN GREEN 621 17TH STREET, STE 1777, DENVER, CO 80293 a m poll" Location: Indoor: Heating Cooling Denver, 00, US Indoor temperature ff) 70 75 • Elevatin 5331 ft Design TD (*F) 73 15 Latitude: 40ON Relative humidity 50 50 Outdoor: Heating Cooling Moisture difference (gr1lb) 62,2 -359 Dry but b (*F) -3 90 Infiltration: Dailyrange V�ttbulb(*F) 59 Wind speed (mph) 15O 7.5 P M1 laajv., Fbudy Gazing Load R"C(Dw e Awam AED Unit Maximum hourly glazing load exceeds average by 47.9%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 2110 Btuh (PFG - IXAFG) 2013- May -1 11:23:32 WliffbitSOft Right-Suit .SUniversai201212,1.01 RSU13854 Page I "itton0ownentsMightsoft HVAC\MPC CONSTRUCTION%cornationsup Gat: = MJ8 Front Door fmces: Page 5 Eridire House STEELE BROS. HEATING J ob , D By: BEAU BRITTON 5800 S NEVADA STREET, LITTLETON, CO 80170 Phone: (303) 347 -1858 Fax: (303) 347 -2317 Email bbritton@steelebros.net steelebroshest0ng.com 1 Room name Entire House Basement 2 Exposed wall 408.5 ft 97.5 ft 3 Room height 9.9 ft d 90.0 ft heaticool 4 Room dimensions 1,0 x 729.0 ft 5 Room area 3089.8 ft' 729.0 H' Ty Construction U -value or Lt Area (ft °) � Load Area (ft') � Load L number (Btuhfft -'F (Btuhlft) or perimeter (ft) (0tuh) or perimeter (ft) (Btun) Fleat Coot Grads NIP IS - 1 - -- Neat — Cool Gross NIPtS pleat cool - 7 6 12F -Osw i 0066 t no I 358 1 0, 69 956 899 3221 I I .. 0 T 1 0 0 0 dNCAR N 0 no 219th 26.32 $8 0 5296 1556 0 0 0 0 IN ARSSMT 0.045 ne 3.29 0.33 300 $00 986 99 240 240 788 79 12F -Osw 02.065 $e 2,32 038 502 442 1027 170 0 0 to 0 91 INCARWI 0.300 se 21,90 32.099 60 0 9314 1926 0 0 0 0 w tNCARBSMT 0045 so 3.29 0,33 760 760 854 86 17 175 575 58 12F-0aw 0065 sw 408 067 958 661 2698 445 0 0 0 0 3N ARWIN 0,300 sw 2190 32,09 145 0 3163 4664 0 0 0 0 11,I0 0 600 sw 0,00 000 128 128 0 0 0 0 0 0 TRUGAR 0160 sw 11.58 3,72 74 24 280 89 0 0 0 0 tNCARBSMT 0045 sw 3.29 0333 300 280 920 93 300 280 920 93 INC RWN 0300 21.90 SZ09 203 0 439 642 20 0 438 642 12F -Osw 0,065 pxw' 4.74 078 502 367 9741 287 0 0 0 0 WCAR 9.300 ma 2190 26,32 135 0 2857 3553 0 0 0 0 9NCARBSMT 0.045 nw 3.29 0.33 260 240 786 79 260 240' 788 79 INCARWIN 0300 nw 21.90 28.32 20' 0 438 526 20 0 438 526 12F -Osew 0 065 - 390 097 226 202 786 196 0 0 0 0 TRUGAR 01160 n 960 240 24 24 230 58 0 0 9 0 C INCARCEIL 0024 1.75 1.12 1218 1218 2133 1366 0 0 0 0 F 20P -38t 0 030 219 020 450 410 898 83 0 0 0 0 F 21A -32t 0.020 0.97 0,00 1218 1218 1179' 0' 729 729 1064 0 6 a) AED excursion 1 1 21 l 353 Envelope toss/gain 27366 18562 50121 98307 12 a) Infiltration 7178 658 2074 190 b) Room ventflabon 0 0 0 0 13 Internal gains:. Oosupants Q 230 4 920 9 0 App lianceslother 1700 0 Subtotal (tines 6 to 13) 345461 21840 7086 2020 Less external load 0 0 0 0 Less transfer 0' 0 0 0 Redistribution 0 0 859 71 14 Subtotal 34546 21840 7945 2091 15 Duct toads 3% 2 %' 9131 454 0% 0% 0 0 Total roam load 1 7945 2094 Air required (adrn) 690 991 198 105 Calculati • a . « . • -- .• s 2013-May-17 1123W Right-SuiteV Universal 2012 121,01 RSU13854 Page I –iftomDocumentlAW(ghtsoft HVACWPC CONSTRUCTIONkcarnation.rup Catc, - MJ8 Front Door fares: Page I • s Worksheet Entire H BROS. STEELE 5800 S NEVADA STREET, LITTLETON, CO 80120 Phone: (303) 347 -1958 Fax: (303) 347 -2317 Email bbritton steelebros,nel b: www.stoolebrosheating.com 1 Room name Mechamca4 Powder 2 Exposed wall 14.5 it 6.0 It 3 Room height 10.0 ft heat/cool 11.0 ft heallcooi 4 Room dimensions &S x 6.O It 8,5 x 6.0 It 5 Room area 51.0 It 51.0 It TY Construction td -value or HTM Area (ft') Load Area (ft') Load L number (8tutdtt' - °F {Ett WWII') or perimeter (tt) (Stub) or perimeter (ft) (Stuh) - Heat I I I Cool Grass - - - NIP1S Heat Coal Gross I I N1P1S - - Heat I -- Goo( 6 12F -Osw 0065 I ne I 59 r 0,59 0 0 0 0 66 T 66 313 52 INCAR 7N 0 300 ne 21.90 26,32 0 0 0 0 0 0 0 0 WCARBSMT 0.045 no 3.25 0,33 60 60 197 20 0 0 0 0 12F -Osw 0 065 se 232 038 0 0 0 0 0 0 0 0 11 INCAR N 0,300 se 21.90 32.09 0 0 0 0 0 0 0 0 W INCARBSMT 0045 se 3,29 0,33 85 85 279 28 0 0 0 0 1 F•Osw 0 065 sw 408 0.67 0 0 0 0 0 0 0 0 iNCARWIN 0 300 sw 2190 3109 0 0 0 0 0 0 0 0 11,10 0 60D sw 000 000 0 0 0 0 0 0 0 0 TRUGAR 0160 sw 1148 312 0 0 0 0 0 0 0 0 lNCARBSMT 0.045 sw 325 0,33 0 0 0 0 0 0 0 0 WCARVAN 0 300 sw 21 9O 32,09 0 0 0 0 0 0 0 0 12F -Osw ' €3.065 nw 4.74 076 0 0 0 0 0 0 0 0 INCARMN 0,300 nw 2190 2632 0 0 0 0 0 0 0 O INCARB MT 0.045 nw 3.29 0.33 0 0 0 0 0' 0 0 0 INCARMN 0100 nw 2150 2632 0 0 0 0 0' 0 0 0 9 F-Osw 0,065 - 390 097 0 0 0 0 54 54 365 91 TRUGAR 0160 n 960 240 0 0 0 O 0 0 0 0 C INCARCEIL 0.024 9,75 1.12 0' 0 0 0 0 0 0 0 F 20P -38t' 0 030 219 020 0 0 0 0 0 0 0 0 F 21A-32t 0.020 097 0.00 51 51 74 0 0' 0 0 0 6 c) AED excursions 5 99 Envelope loss/gain 551 43 678 132 12 a) Infiltration 308 28 140 13 b) Room ventilation Cl 0 0 0 13 internal gains; Occupants 230 0 0 0 0 Appltanceslother 0 0 Subtotal (lines 6 to 13) 859 71 616 145 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -859 -71 IOU 704 366 14 Subtotal 0 0 1522 534 15 Duct loads -0% 0% 0 0 -0 - 0 0 Total rt zero load O 0 9522 531 Alf raQCFP83d (Cftn) 0 td 3$ 27 2013-May-17 1123M I t sfflzffiw AFAIAWAC Right-J@ Worksheet Efifire House STEELE BROS. HEATING Job: SINGLE FAMILY Date. May 14,2013 By- BEAU BRITTON 5800 S. NEVADA STREET, LITTLETON, CO 80120 Phow (303) 347-1958 Fax: (303) 347-2317 Email: bbrittonCideelebros,riet Web: www.steetebrosheating.com ' Room name Kitchen Living 2 Exposed wall 23.47 If 23,5 it 3 Room height 11.0 it heattleocit 11.0 ft heat/coot 4 Room dimensions ITS x 17,5 it 11.0 X 12,5 it 5 Room area 306.3 11 437,5 ftA Ty Construction ti -value1 Or HTM Area (W) Load Area (ft') Load 263 1 , number pubtfil- °F 0 tutvft') or perimeter (11) (Stun) or perimeter (ft) (Btuh) Heat coot Gross NIPIS I Hatt C ant Gross NtP/$ Heat Coot 4.045 ne 3,29 0.33 6 Subtotal (lines 6 to 13) 12F-Osw 00% no 3 66 0 ,59 1 0 1 0 0 0 138 138 652 108 , INCARWIN 0,300 no 2190 263 1 , 0 0 0 0 0 0 0 0 0 0 Redistribution 0 0 W INCARBSMT 522 4.045 ne 3,29 0.33 0 14 0 0 0 0 0 0 0 1658 15 12F•Osw 0066 sa 2 32 038 0 61 61 0 287 0 47 Iota# room load 0 0 3599 0 0 G INCARWN 2995 0300 so 21,90 3209 , 0 0 0 0 0 0 0 0 W INCARSSMT 4.045 se 129 OM 0 0 0 0 0 0 0 0 12F-Osw 0065 sw 4,08 0-67 193 178 841 139 0 0 0 0 INCARWIN 0304 sw 21,90 3209 , Is 0 329 481 0 0 0 0 11" 0,600 sw 0,00 000 0 0 0 0 0 0 0 0 TRUGAR 01.160 sw 11,68 372 0 0 0 0 0 0 0 0 INCARBSIVIT 0 D45 sw 3.29 0,33 0 0 0 0 0 0 0 0 INCARWIN 0,300 sw 2190 3209 0 0 0 0 0 0 0 0 s L—G 12F•0sw 01066 nw 474 0,78 0 0 0 0 121 91 432 71 INCARWN 0,300 nw 21.90 26,32 0 0 0 0 30 0 657 790 t--G NCARSSMT 0 0 nw 3,29 0,33 0 0 0 0 0 0 0 0 :NCARVON 0.300 nw 21,90 2632 0 0 0 0 0 0 0 0 T--V 12F•Osw 0066 - 390 097 132 108 421 105 0 0 0 0 TRUGAR 0,160 n 9,60 2,40 24 2 230 58 0 0 0 0 C INCARCEiL 0024 175 112 0 0 0 0 0 0 0 0 F 2OP-38t 0,030 219 020 0 0 0 0 0 0 0 0 F 21A-32t 0,020 0,97 0,00 0 0 0 0 0 0 0 0 6 c) AED excursion 521 1 253 Envelope lossigain 21091 8831 1 1741 1222 12 a) Infiltration 538 49 550 so b) Room ventilation 0 0 0 13 internal gains: Occupants; 230 0 0 0 0 Applianceslother 1200 0 2013-May-17 11:23:32 Right-SukeO Universal 2012 12-1.01 RSU1 3654 Page 3 'itmirADocumerroAtIlingfesoft KVAC\MPC CONSTRUCTIONicaurration-rup Cale - MJ8 Front Door faces: Page 3 Subtotal (lines 6 to 13) 1 1 26481 21321 1 1 22911 12721 Less external toad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 952 522 704 386 14 Subtotal 3599 2654 2995 1658 15 Duct Wds -0% 0% 0 0 -0 1 /0 0% 0 0 Iota# room load 3599 2654 2995 658 A r required {c€rn) 90 133 75 83 2013-May-17 11:23:32 Right-SukeO Universal 2012 12-1.01 RSU1 3654 Page 3 'itmirADocumerroAtIlingfesoft KVAC\MPC CONSTRUCTIONicaurration-rup Cale - MJ8 Front Door faces: Page 3 Right-A) Worksheet Entire House STEELE BROS. HEATING Job: SINGLE FAMILY Date: May 14, 2013 By: BEAU BRITTON 5800 S. NEVADA STREET, LITTLETON, CO 60120 Phone: (303) 347-1958 Fax: (303) 347-2317 Erna 1. bbriflon@steelebrosuet Web: www,steelebrosheating,corn ' Room name 1 Dining Garage 2 Exposed wall 1 27.5 it 60S If 3 Room height 0 11.0 If heat/cool 11.0 It uncondit 4 Room dimensions 220 15.0 x 12.5 111 20,5 x 20,0 ft 5 Room area 0 187,5 ft 410,0 it' 0300 Ty Construction 26.32 U-value Or HTM Area (fill Load Area (fi Load 0 number 0 PUMP- Fj 0 (Eltuh1ft') or perimeter (ft) (Stub) or perimeter (ft) jEltuh) 0046 ne 3,29 023 0 Heat cool Gross WPIS Heat Cool Gross Wig Heat Cool 6 t—G 12F-0aw 1 0066 ne 368 059 1 0 0 01 0 0 220 220 0 0 0 0 0 INCARMN 0300 ne 2190 26.32 0 0 0 0 0 0 0 0 0 0 W INCARBSMT 0046 ne 3,29 023 0 3583 0 0 0 0 0 _15 0 0 0% 0 0 0% f2F-0sw 0,065 Se 2,32 0,38 Total room load 0 0 3 583 1 0 0 1 226 01 226 0 0 1 99 INCARMN 0,300 so 2190 32,09 0 0 0 0 0 0 0 0 0 w INCARBSM7 0045 se 329 0,33 0 0 0 0 0 0 0 0 12F.Osw 0,066 sw 4,08 0.67 138 66 311 51 220 92 0 0 INCARWIN 03W sw 2190 32.09 48 0 1051 1540 0 0 0 0 11,10 0.600 sw 000 000 0 0 0 0 128 128 0 0 TRUGAR 0,160 sw 11,68 372 24 24 280 89 0 0 0 0 INCARBSMT 0,046 sw 329 033 0 0 0 0 0 0 0 0 INCARWIN 0,300 sw 21,90 32,09 0 0 0 0 0 0 0 0 t---G 12F•0sw 0065 my 474 078 165 135 641 106 0 0 0 0 INCARWIN 0300 nw 21 2632 30 0 657 790 0 0 0 0 t---G INCA NCAROSMT 0,045 nw 3,29 0,33 0 0 0 0 0 0 0 0 0,300 my 2190 2632 0 0 0 0 0 0 0 0 12F-0sw 0065 - 3,36 0,97 0 0 0 0 0 0 0 0 TRUGAR 0160 n 9,60 240 0 0 0 0 0 0 0 0 C MAKER. 0,024 116 1,12 0 0 0 0 0 0 0 0 F 20P.38t 0030 2A9 0,20 0 0 0 0 0 0 0 0 F 21A-32t 0,020 0,97 0<00 0 0 0 0 410 410 0 0 6 of AED excursion 7461 1 Envelope loss/gain 2940 t 33221 1 12 a) Infiltration 643 59 TOOO 70 b) Room ventilation 0 0 0 131 Internal gains: Occupants @ 230 1 of I 1 01 01 1 1 0 0 al Aft Ail - wrightsoft Right-SuiteVUniversa�201212.1.01 RSU13854 2013-May-17 11:2132 , AborsDocurnentiAWrightsoft HVACXMPC CONSTRUCTIONXcarnation.rup Colo = MJ8 Front Door farres� Page 4 Page 4 Subtotal (lines 6 to 13) 1 1 1 35831 33811 1 1 01 01 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3583 3381 0 0 _15 D uet leads m0% 0% 0 0 0% 0% 0 0 Total room load 3 583 1 33811 1 01 01 Air required (cfm) 99 169 0 0 0 al Aft Ail - wrightsoft Right-SuiteVUniversa�201212.1.01 RSU13854 2013-May-17 11:2132 , AborsDocurnentiAWrightsoft HVACXMPC CONSTRUCTIONXcarnation.rup Colo = MJ8 Front Door farres� Page 4 Page 4 • s Q Worksheet Entire House STEELE BROS. HEATING Job: SINGLE FAMILY Date: t By: BEAU BRITTON 5800 S. NEVADA STREET, I.ITTLETQN, CO 80120 Phone, (303) 347 =9958 Fax: (303) 347 -2357 Emait: bbr tton@steelebros.net Web. www.steWebroshestingoom 6 e 12F -Osw Sedroom9 Bedroom 2 no Exposed wall 0.59 28.5 ft 305 ft L3 Roam height 6.0 ft hosticoot 8.0 ft heaticool 4 Room Room dimensions 118 1.0 x 193.5 ft 14.0 x 14.5 ft 550 Room area 193,5 ftt 2010 fit Ty Construction 21.90 Li- valise Or HT€wt Area 0e) Load Area (f V) Load 0 number I 0 (Stuhtftt -`F 0 (Stuhffit) or perimeter (ft) (Btuh) or perimeter (ft) (Stuh) 0.045 ne 3.29 0.33 Heat Coop Gress NlPtS Heat Coot Gross NtPlS Neat fool 0 0 0 1 F Osw t?.065 se 2.32 038 0 0 6 12F -Osw 0065 no 368 0.59 0 0 0 0 118 116 550 91 INCARWIN 0,300 no 21.90 2.632 0 0 0 0 0 0 0 0 Vii tNCARBSMT 0.045 ne 3.29 0.33 0 0 0 0 0 0 0 0 1 F Osw t?.065 se 2.32 038 0 0 0 0 8 8 38 ° 11 1NC WpN 0 300 se ' 21,90 3209 0 0 0 0 0 0 0 0 W tNCARBSMT 0,045 so 3.29 0.33 0 0, 0 0 0 0 0 0 9217.0sw 0,065 sw 408 067 124 79 375 62 8 8 38' 6 INCARWIN 0,300 sw 21,90 32,09 45 0 966 5444 0 0 0 0 11,10 0,600 sw 0.00 000 0 0 0 0 0 0 0 0 TRUGAR 0,160 sw 1166 372 0 0 0 0 0 0 0 0 INCARSSMT 0.045 sw 3,29 0.33 0 0 0 0 0 0 0 0 INCARWIN 0.300 stn 21,90 3209 . 0 0 0 0 0 0 0 4 12F sw 0065 nw' 4.74 018 104 59 280 46 112 62 389 64 WCARMN 0,300 ow 21,90 26 32 45 0 986 1184 30 0 657 790 tNCARBSMT 0.045 nw 129 0.33 0 0 0 0 0 0 0 0 INCARWIN 0300 nw 21.90 26.32 0 0 0 0 0 0 0 0 92F -tlsw 0,065 - 390 0, 9r" 0 0 0 0 0 0 0 0 TRUGAR 0,160 n 9,60 240 0 0 0 0 0 0 0 0 C WCARCM 0024 9,75 1,12 194 194 339 247 203 203 356 228 F 20P -386 0,030 219 0.20 0 0 0 0 0 0 0 0 F 21A -32t 0.020 0.97 0M 0 0 0 0 28 28 40 0 i i 6 c} AD excursion 829 22 3 Envelope loss/gain 3783 2{168 1408 12 a) infiltration 485 44 519 48 b) Room ventilation 0 0 0 0 13 Internal gams: Occupants 230 1 230 1 230 Apaphancesfother 0 0 Subtotal (tines 6 to 13) 3450 4+57' 2587 4685 Less external load o 0 0 0 Less transfer 0 0 0 0 Redistribution 31 i8 23 13 14 Subtotal 3480 4075 2510 1699 15 Duct loads _0% 0% 0 0 _0 0% 0 0 Total room load 3480 40751 2610 1699 Air required (cfm) 671 2041 65 85 *Vr ' 9 " tW0 " t' Right-S.ft.0 Universal 2012 12,1,01 RSU13854 2013-May-17 1123M " WornDocurrieneAWrightselt HVAC\MPC CONSTRUCTION\carnation.rup Cale = WE Front Door faces: Page 5 Right Worksheet Entire H STEELE BROS. Job: Date,.. May 14,2013 By: BEAU BRITTON 1 Roomy name Bath up plaster bath 2 Exposed wail 5.5 ft 18.5 It 3 Room height 8:0 ft heatfcoot 8.0 it heat/cool 4 Room dimensions 9.0 x 5.5 it 1.0 x 127.5 ft 5 Room area 49.5 ft' 127.8 fir Ty Construciion U -value Or HTM Area (ft *) Load Area (it *) Load number (Btuhfft - °F (Biuhfft) ! or perimeter (11) (Stun) or perimeter (ft) ) (at Heat Coot Grass NIPIS Heat Cool Grizss NPPPS Pleat CCtdal 6 12F -Osw 0,066 no 358 it 59 0 0 0 0 0 0 0 0 INCARWIN 0 300 ne 2190 2632 01 0 0 0 0 0 0 O w INCARB MTT 0.045 no 3.29 0,33 0 0 0 0 0 07 0 0 12F -Osw 0 065 se 2,32 0,38 0 0 0 0 44 29 138 23 11 IN NN 0 300 se 21,90 32,09 0 0 0 0 15 0 329 481 alt! INCARBST 0.045 se 3.29 033 0 0 0 0 0 0 0 0 12F-Os w 0 065 sw 4 08 067 44 34 160 26 504 89 422 70 1NCARWIN 0,300 sw 2190 32,09 10 0 226 332 is 0 329 461 1140 0,600 0,00 000 0 0 0 0 0 0 0 0 TRUGAR 0,160 sw 11.68 372 0 0 O 0 0 0 0 0 INCARBSMT 0.045 sw 3.29 0.33 0 0 0 0 O 0 0 0 tNCARWIN 0,300 sw 21,90 3209 , 0 0 0 0 0 0 03 0 12F -Osw 0065 my 4 74 0 78 0 0§ 0 0 0 0 0 0 INCARMN 0300 nw' 21.90 2x3.32 0 0 €7 O 0 0 0 0 ,NCARBSMT OC45 nw 3.29 0.33 0 0 0 0 0 0 0 0 6NCARWN 0300 rrw 2'1.90 26.32 0 0 0' 0 0 0 03 0 1 F -OSswr ; 0065 - 390 097 0 0 0 0 0 0 0 0 TRUGAR 0160 n' 9 60 240 0 0 0 0 0 0 0 0 C INCARC IL 0,024 175 1.12 50 Str 87 56 128 128 224 143 F 20P -381 0 030 219 020 0 0 0 0 16 16 35 F 21A -32t 00620 0,97 0.007 0 €3 0 0 0 0 0 0 6 c) AED excursion 105 t 84 Envelope loss /gain 473' 598 1476 ilia 12 a) Infiltration 94 9 315 29 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 230 0 0 0 0 Appliancesiother 0 0 Subtotal (tines 6 to 13) $66 527 5791 1147 Less external load 0 0 0 0 Gress transfer 0 0 0 0 Redistribution 28 16 95 47 14 Subtotal 594 543 1886 1194 15 Duet loads 0°,4 0 °lo O 0 -096 0°l0 0 0 Totat roam Ioad 594 543 1 1194 Air raga +red (cRmp 15 27 47 60 2013-May-17 11:2132 4j4- wrightsaft' Right-SuftbiV Universal 2012 12,1,01 RSU13854 Page 6 Right- Wo rksheet BR Entire House STEELE Job: SINGLE FAMILY D By, BEAU SPJTTON 1 Room name wet Laundry 2 Exposed wall 0 ft 5.5 A 3 Room height 9.0 ft heattrool 8,0 ft heat /cool 4 Room dimensions 3.5 x 5.5 ft 8,5 x 5.5 If 5 Room area 19,3 ft' 46,8 ft' Ty Construction Lt -value or HTM Area (t t') Load Area ("') Load number (Btuhtft - °F (BtuhJft) or perm (ft) (Stub) o perimeter (ft) (Stub) Heat CocS Gross NCil3 Heat Coat Gross NIpfS Heat Coot 6 12F -0sw 0065 no 368 059 0 0 0 0 44 44 200 34 INC WIN 0 300 tae 21,90 2632 0 0 0 0 0 0 0 0 INCARSS T 0.045 ne 3,29 0,33 0 0 0 0 0 0 0 0 12F -0sw 0 086 se 2,32 038 0 0 0 0 0 0 0 0 11, INCARON 0 900 so 21.84 32,09 0 0 0 0 0 0 0 0 W INCARSSMT 0045 so 3.29 0,33 0 0 0 0 0 0 0 0 12F -Osw ' 0 sw 4,08 0,67 0 0 0 0 0 0 0 0 INCARWIN 0 300 sw 21 90 3209 0 0 0 0 0 0 0 0 12 J0 0,600 sw' 0.00 0,00 0 0 0 0 0 0 0 0 TRUGAR 0,160 sw 1 1.68 372 0 0 0 0 0 0 0 0 4NCARBSMT 0.045 sw 3129 0133 0 0 0, 0 0 0 0 0 tNARWiN 0 300 sw 21,9D 3209 0 0 0 0 0 0 0 0 12F -0sw 0 065 rasp- 4,74 0,78 0 0 0 0 0 0 0 0 INCARWIN 0300 nw 21,90 28.32 0 0 0 0 0 0 0 0 I CARBSMT 0.045 nw 3.29 0.33 0 0 0 0 0 0 0 0 INCARWIN 0 300 nw 21.90 26.32 0 0 0 0 0 0 0 0 12F.0sw 0 390 097 0 0 0 0 0 0 0 0 D TRUGAR 0160 n 9.60 2.40 0 0 0 0 0 0 0 0 C WCARCEIL 0.024 175 2.12 19 19 34 22 47 47 82 52 F 20P -38t 0 039 219 9 0 20 14 14 31 3 4 4 9 1 F 29A -32t 0,020 0:97 0.00 0 0 9 0 0' 0 0 0 6 c) AED excursion -21 1 41 Envelope losstgain 64 23 1 300 47 a) Infiltration 0 0 94 9 F 12 b) Room ventitation 0 0 0 0 13 Internal gains' Occupants @ 230 0 0 0 0 Appldeneesfothot 0 500 Subtotal {Fines 6 to 13) 64 23 394 556 Less external toad 0 0 0 0 Less transfer 0 0 0 0 Redistribution _23 28 16 14 Subtotal 0 0 422 572 25 Duct loads -0% 0% 0 0 -0% 0% 0 0 Total room load 01 01 4221 572 Air requred(cfm) 0 0 19 29 2013 11�23:32 s tlllk w W STEELE BROS. Entir House HE J ob : Da te: May 14,20 By: BEAU BRITTON 5800 S. NEVADA STREET, UTTLETON, CO 80120 Phone: (303) 347 -1958 Fax: (303) 347 -2397 Email hbrittan steetebros.net Web www,steetabrosheating.com I Room name Mstr bed Hall 2 Exposed wait S6.O R 0 ft 3 Roam height 8.0 It heat/cool 8.0 ft heat/000i 4 Roam dimensions 1.0 x 373.5 ft 1.0 x 106.5 It 5 Roam area 373,5 ft* 106.5 ft* Ty Construction U - vatue t?r t{ H ii Area (ft *) Load Area (ft *) (E Load number I let u/ft' - "F ( (Stubrfh) t or perimeter (ft) I (Stool or perimeter (ft) 6 (stun) Heat Coot Crass NtPIS Heat Cool Cross NIPlS Heat Coo! 6 12F w 0065 ne 358 059 156 137 649 907 0 0 0 0 FNCARMN 0 ne 21 2632 fig 0 420 505 0 0 0 0 w lNCARBSIAT 0.045 no 3,29 0,33 0 0 0 0 0 0 0 0 12F -Osw `` 9. se 232 O 38 264 119 565 93 O 0 0 0 11 tNC WN 0,300 se 21.90 32 09 45 O 986 3444 0 0 0 0 w BNCARSSMT 0.045 se 329 0.33 0 0 0 0 0 0 0 0 12F -Osw : 0 065 sw 4,08 0,67 128 116 550 99 0 0 0 0 tNCARWIN OWO sw 21.90 32,09 12 0 263 385 0 0 0 - 0 11 J0 06M sw 000 0,00 0 0 0 0 0 0 0 0 T UCAR 0 sw 1168 3,72 0 0 0 0 0 0 0 0 tNCARBSf4T 0.045 sw 3,29 0,33 0 0 0 0 0 0 0 0 iNCARWIN 03 300 sw 2190 32.09 0 0 0 0 0 0 0 0 12F49sw 0,065 nw 474 0,78 0 0 O 0 0 0 0 O WCAROAN 0,300 nw 2190 26.32 0 0 0 0 0 O 0 0' tNCARSSMT 0,045 hw 3.29 0.33 0 0 O 0 0 0 0 0 iNCARMN 0300 nw 2190 26.32 0 0 0 O 0 0 0 0 12F -Osw 0065 - 3.90 OW 0 0 O 0 0 0 0 TRUGAR 01160 n' 3.619 2.40 0 0 O 0 0 0 0' 0 C WCARCM 0024 5.75 1.12' 374 374 654 419 107 107 187 299 F 20P -380 03.030 219 020 374 374 8 18 76 2 2 5 0 F 21A-32t 0,020 0.97 0.00 0 0 0 0 0 0 O 0 6 a) AEO excursion -250 -8 E nvelops losstgain 4905 2871 1 1 192 112 22 a) Wieratt"on 953 87 0 0 b) Room ventilation O 0 0 0 13 Internal gains: Occupants 230 2 460 0 0 Appliancesllother 0 0 Subtotal (tines 6 to 13) 5858 3418 192 192 Less external toad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 51 2 _992 -112 14 Subtotal 5909 3441 0 0 15 Duct loads 19% 13% 1131 454 •0% 0% 0 0 Total ranrra toad 7040 3855 0 0 Air required {aFr) 978 195 0 0 Wrl Right-S.iteS Universal 2012 121,01 RSU13854 Page 8 :.- " ! W Entir Hous BR OS. STEELE Job. SINGLE FAMILY 1.t..A: May 14 2013 By: BEAU BRITTON 5600 S. NEVADA STREET, L.ITTLETON, CO 80120 Phonw (303) 347 -1955 Fax: (3003) 347-2397 Email. bbritto i steelebros.net Web. www,steelebrosheating.com 1 Room name Stairs 2 Exposed wall 95.5 it 3 Room height 19:0 €t heat/cool 4 Room dimensions 8.5 x 81,5 ft 5 Room area 97.8 ft T y Construction U -value Or NT 3 Area (ft) Load Area Load number (8tuh1H' - °F (Stuh /ft') or perimeter (ft) (Stutz) or perimeter UL Heat Cool Gross I NIPIS Neat Coat Gross Will Heat Coot 6 12F -Osw 0 no 358 0.59 219 179 847 140 INCAR IN 0 300 ne 2190 26.32 40 0 876 1053 W INCARS MT 0,045 ne 3.29 0.33 0 0 0 0 12F -0sw 03065 $a 232 0 0 0 0 0 91 INCARWIN 0,300 $e 21.90 32,09 0 0 0 0 W iNCARBSMT 0:045 se 5.29 0.33 0 0 0 0 0065 sw 408 0617 0 0 0 0 TE� 12F•0sw iNCARWIN 0,300 sw 21,90 32.09 0 0 0 0 91,10 9.600 sw 000 000 0 0 0 0 7RUGAR 0.960 sw 1166 372 0 0 0 0 'NCAREISMT 0045 sw 3.29 0,33 0 0 0 0 INCARWIN 0,300 sw 21.90 32,09 0 0 0 0 12F -0sw 01065 nw 4,74 076 0 0 0 0 iNCARMN 0300 nw 2190 2632 0 0 0 0 6NCARSSMT 0.045 nw 329 0,33 0 0 0 0 IINCARWN 0 nw 21,90 2832 0 0 4 0 12F -0sw 0 065 - 3,90 0,97 0 0 0 0 TRUGAR 0160 n 960 2,40 0 0 0 0 C INGARCEIC 0024 1.75 112 98 98 171 110 F 20P -38t ' 0,030 219 020 0 0 0 0 F 21A -32t 0 0.97 0,00 0 0 0 0 6 c) AED excursion 51 Envelope loss/gain I692 1251 12 a) Infiltration 465 43' b) Room ventilation 0 0 13 Intemal galas: Occupants ( 230 0 0 App lianestother 0 Subtotat (ti. 6 to 13) 2359 9294 Less external load 0 0 Less transfer 0 0 Redistribution -2359 -1294 14 Subtotal 0 0 15 Duct toads -0% 0% 0 0 Ta #at roosn toad 0 0 Air requ' (cfmy 0 0 Right-SudeS Universal 2D12 12.1.01 RSU13854 2013-May-17 11:23M 'ttesn\Documentsoalrightsoft HVAC\MPC CONSTRUCTION\carmation.rup Cato - WE Front Door fwes� Page 9 Page 9 For: IN CARNATION SINGLE FAMILY HOME, URBAN {GREEN 821 17TH STREET, STE 1777, DENVER, CO 80283 D Current Orientation: Front Door faces North Highest Cooling toad: Front Door faces North Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, 2013-May-17 11:23:34 Right- SurteV Universal 2,012 12A.01 RSU138 4 Papa 1 ..,3ttaMDocurnentslftightsoft VACSMPC CONSTRUCTIONIcarnatlon.rup Calc = MJ8 Front Door faces: rage 1 i Indoor: Heating Cooling Indoor temperature (OF) 71 75 Design TD (OF) 73 15 21034, Relative humidity 1%) SCE SQ Cooling Moisture difference (grub) 622 -3S. 90 Infiltrat 27 (H ) T otal Load * t :. 5 �. :. . - +w • 7.a tf s +r : .. D Current Orientation: Front Door faces North Highest Cooling toad: Front Door faces North Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, 2013-May-17 11:23:34 Right- SurteV Universal 2,012 12A.01 RSU138 4 Papa 1 ..,3ttaMDocurnentslftightsoft VACSMPC CONSTRUCTIONIcarnatlon.rup Calc = MJ8 Front Door faces: rage 1 i Sensible Load (Btuh) 21241 21034, 206861 22081 I 21070 Latent L (8tuh) 01 T otal Load * t :. s .. �. :. . - +w • w tf s +r : .. Heating A VF gyp M * • M a s � yy{ ! 890; •r was 890 Cooling AVF (c f , D Current Orientation: Front Door faces North Highest Cooling toad: Front Door faces North Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, 2013-May-17 11:23:34 Right- SurteV Universal 2,012 12A.01 RSU138 4 Papa 1 ..,3ttaMDocurnentslftightsoft VACSMPC CONSTRUCTIONIcarnatlon.rup Calc = MJ8 Front Door faces: rage 1 i .w„eiwWaw�wn+rx l�s� uudry tt t1 29 cfill Master Muth 4 : 10 60 cfm t Stairs up Hull Bath up 1t1 x 4 i 1t? 8T 27 cf +r �� 12 x 12 14 x 14 114 cfm 1. 231 cfni edrooml Bedroom 2 ti a{ 12 x 4 102 cfm 12 x 4 12 x 10 1 :1 14x14 328 cfm 1 elm 16x4 1Qx4 83 cfm 85 cfm Job #. SINGLE FAMILY STEELS ROS. HEATIN Scale: 1 : Performed by BEAU Sift CAN for: Page 2 IN CARNATION SINGLE FAMILY" MOMS 5800 S NEVADA STREET �igl�i Uni 91a 621 17TH STREET, STE 1777 L,ITTLETt�N, CO C St71{3 12.1.01 RS U DENVER, CO 80293 phone: (303) 347 - 19518 Fax: {388} 347 -2397 2013 - May - 17 11 teelebrosheating,com bbritton@steelebro... 0MPC CONSTRUCTIONtcarnatio... STWraff hamm Duct System Summary Job: Q.z. Date* May 14,2013 Entire House By: 13EAU BRITTON STEELE BROS. HEATING a. Project intormation CARNATION For: IN DENVER, 621 17TH STREET, STE 1777, • 80293 Saldfindic values have been manually overrld en " 2013- May -17 11:23 35 Right-S.itetii Universal 2012 42.1.071 RSU13854 Page 1 iffonlDocurnentak"ight oft HVACWPC CONSTRUC TIONlcarnatson.rup Calc w MJ8 Front poor faces: rage 1 Design Heating Cooling External static pressure 0.80 0,80 in H20 Pressure losses 0,46 in H20 0.46 in H20 Available static pressure Name Supply .. le pressure r 0.23 in H20 Lowest friction rate 0,063 in/100ft 0.063 rt Actual air flow 890 cfrn 1115 cfm Total effective length (TEL) Trunk 543 It Supply Branch Detail `Casale Saldfindic values have been manually overrld en " 2013- May -17 11:23 35 Right-S.itetii Universal 2012 42.1.071 RSU13854 Page 1 iffonlDocurnentak"ight oft HVACWPC CONSTRUC TIONlcarnatson.rup Calc w MJ8 Front poor faces: rage 1 Design Htg Clg Design Diam H x W Duct Actual Ftg,Eqv Name (Btuh) (cfm) (cfm) (in) (in) Math Ln (ft) Ln (f#) Trunk Basement h 3972 99 52 0.080 7.0 OX 0 ShMt 42.0 90.0 st4 Basement -A h 3072 99 52 0.094 6.0 Ox 0 Shalt 31.5 80.0 st4 Bath up c 543 15 27 0.069 4.O OX 0 ShMt 43.0 110.0 still Bedroom 2 C 1690 65 85 0.070 6.0 Ox 0 ShMt 50.5 100.0 stl $edrnr ml c 2038 43 102 0.073 7.O Ox 0 ShMt 55,0 90,0 sti Sedroorni -A c 2038 43 102 0.065 7.O Ox 0 Shit 62.0 100.0 st1A Dining c 1601 45 85 0.077 6.0 Ox 0 ShMt 37.5 100.0 st3 Dining-A c 1691 45 85 0.079 6.0 Ox 0 Shalt 43,0 90.0 st4A Kitchen C 2654 90 133 0.095 7.O 0x0 ShMt 16.0 95.0 st Laundry C 572 11 29 0.084 4.O Ox 0 ShMt 21.0 105,0 sti Living c 1658 75 83 0.063 6.0 0x 0 Shut 43.0 125.0 st3 Master bath C 1194 47 60 0.070 6.0 Ox 0 ShMt 40.0 110,0 sti 0 Mstr bedroom 65 0.071 ZO Ox O ShMt 34.0 115.0 SO Mstr roam -A 65 0.071 7.0 tax 0 ShMt 38.0 110.0 sti Mstr bedroom -8 Lhl L2389L 65 0.064 7.0 0 ShMt 50.5 115.0 BOA f raider 27 0.090 5.0 Ox 0 ShMt 7.5 110.0 st2 Saldfindic values have been manually overrld en " 2013- May -17 11:23 35 Right-S.itetii Universal 2012 42.1.071 RSU13854 Page 1 iffonlDocurnentak"ight oft HVACWPC CONSTRUC TIONlcarnatson.rup Calc w MJ8 Front poor faces: rage 1 Supply Trunk Detail Table Return Branch [detail Table Trunk Htg Cig Design Veloc t7larn H x tl Duct Name Type (cfm) (cfrn) FIR (fpm) (in) (In) FIT Material Trunk st1A Peek AVF 164 254 0,064 365 &0 10 x fo ShtMetl st1 st1 Peek AVF 400 599 0.064 719 10.6 fO x 12 ShtMetl 105 stlB Peak AVF 47 60 0.070 86 5.2 10 x 10 ShtMetl st1A st4A Peek AVF 45 85 0.679 122 8.0 f0 x f0 ShtMetl st4 st3 Peak AVF 452 489 0..063 587 f f. 4 fO x f2 ShtMetl st st4 Peak AVF 243 189 0.079 350 8.8 10 x f0 ShtMetl st st2 Peak AVF 490 516 0.063 371 11.6 10 x 20 ShtMetl 238 Return Branch [detail Table Return Trunk Detail Table Grill Htg CIg TEL Design Veloc Diam H x W Stud /Joist Duct (cfrn) ,Name Size (in) (dfm) (cfrn) (ft) FIT (fpm) (in) (in) Peak AVF Opening (in) Matt Trunk rb2 0x 0 217 328 193.5 0,121 602 10.0 Ox 0 0.121 ShMt rt6 rb6 Ox 0 198 105 183.0 0.128 568 8.0 Ox 0 9.8 ShMt rt5 rb1 Ox 0 223 255 374,5 0.063 729 &0 Ox 0 12 Shut rt3 rb4 Ox 0 102 231 186.3 0.126 424 10..0 ox 0 rt1 VIFx rt 4 rb3 ox 76 114 185,8 0.126 325 8.0 Ox 0 Peak AVF VIFx rt4 rb5 Ox 0 75 83 226.5 0.104 238 8,0 Ox 0 ShMt rt3A Return Trunk Detail Table Trunk Htg Cig Design Veloc Diarn HxW Duct Name Type (cfrn) (cfm) FR (fpm) (in) (in) Material Trunk rt A Peak AVF 75 83 0.104 238 &0 0 x 0 ShtMetl rt3 rt6 Peak AVF 217 328 0.121 602 10.0 0 x 0 ShtMetl rt5 rt5 Peak AVF 415 433 0.121 390 9.8 10 x 18 ShtMetl rt rt3 Peak AVF 297 337 0.063 405 9..7 10 x 12 ShtMetl rt1 rt4 Peak AVF 177 345 0,126 439 IZO 0 x 0 VinIF1x rt1 rt1 Peak AVF 475 682 0.063 682 13.1 12 x 12 ShtMetl rt2 Peak AVF 415 433 0.121 208 9.8 12 x 25 ShtMetl low �� #1[ INSTALLATION - Side Wall Vent Kit 1, Determine the best location for the vent kit, In addition to all applicable local codes, consider the following when determining the vent kit location: The vent kit should not be positioned where the vent vapor$ will be objectionable, 5. 'S eal all wall cavities, instatt vent kit* one above t e o0hier Operate the furnace to make sure all pipe joints are fastened and sealed to prevent the escape of combustion products into the building. 00 R i U %�.rmmv Fortnveloft7whoncontwi YMW k"I daaAv (dSMba0t) MINMAMBM TOP VIEW - Typical Installation I REDUCING COUPLING FIELD SUPPLIED IF NEEDED Now Z-1rc or T PIPING T PIPING SEAL A WALLCAVMES Note* Install enough 3PVC pipe stub In order to adequately secure reducing couplings. MINMAMBM Residential Standard Calculation ku Version 2011 L STEP 1 Article 220.42 & 220.52 Dryer Demand Load sq. 2783 General Lighting load 5,349 VA 2 Small Appliance 3,000 VA 1 Laundry circuit 1,500 VA Gen.Lgt, Sin App.& Laun. Load 9,840 VA DIRC Incarnati Dup lex Simpson Electrical Services 7260 N Hyperion Way Parker CO 80134 720 -201 -7900 5/1-5/20132V02 t R t VA Col B demand �✓ Check Sax for Gas Range Cooktop 1,400 VA Dryer Demand Load 5,000 VA 600 VA Col B demand Number of appliances 1,030 VA Range Demand Load £1,000 VA 690 VA 400 VA Service Demand 23,137 VA 1,630 VA VA Demand Load 36 A 170 VA Pool heater 3,5 ton 400 VA Neutral Demand 79 A VA VA Mm,Service Reg. 100 A VA f VA Min. Feeder size 4 VA Min. Neutral size 4 VA Eq. Girding Cond. 6 VA Blower copper VA 100 Demand VA No Demand �other load VA No Demand Total Appliance Load 6,320 VA 1 240v 4 or more demand @ 75% plus 100% demand loads 4,740 VA STEP 4 Article 220.54 Electric Clothes Dryers 5,000 VA STEP 6 Article 220.55 Electric Ranges 8,000 W Col C demand 8000 or Number of appliances Cooktop Col B demand �✓ Check Sax for Gas Range Cooktop Cot B demand Oven Cot B demand Oven(s) Col B demand Number of appliances 0 Dvn, Factor 0 °d Cooktop & Oven Demand Load W Pool i pil Fe ii i � � C a l culation ��i 7 �r �011� N IIh'V 4 . Continuous to WA Spa heater I I WA Pool heater 3,5 ton • ♦ f Blower 0 24N �other load 1 240v ! M. other load 0 0 0.. Dmn,Copper Pool Feeder AING MM 1 ! Minimum Panel Rating A �W.Ia I P Pool i Pan e l �ier i� r it Ca l cu l a tion No te) 1� Continuous Motors 0 ..... Non-continuous 0 Spa heater I I WA Poof heater 3,5 ton t t Pool ♦ t t 'P ool Light t t. ' B l ower t 0 240 t t r It 0 0 240V Minimum Panel Rating A ,._ ` Residential Standard Calculation 9P25/1997 DIRC Incarnation Duplex Single Unit Version 2011 L STEP I Article 220.42 & 220.62 Simpson Electrical Services 1783 General Lighting load 5,349 VA 7260 N Hyperion Way 2 Small Appliance 3,000 VA Parker CO 801 34 1 Laundry circuit 1,500 VA 720-201-7100 Gen.Lqt. Sm Apo.& Laun Load 9,849 VA 5115M1321M A/C #4 VA AHU 4 �,W_ VA jCOY G-aterof Heat 100% vs.AIC @ 100% VA 0 VA AHU 6 [SneL-d� SCL%t VA Qty ,Non-continuous 0 STEP 3 Article 220.53 Appliance Demand Load 4,740 VA F47W VA Water Heater VA 1,4M VA Refrigerator 1,400 VA Dryer Demand Load 5,000 VA 600 VA I Freezer 600 VA iPool heater 5 ton 1,033VO VA 111,,, 1 Dishwasher 1,030 VA Range Demand Load 8,000 VA 690 VA ' 1 Disposal 690 VA 4W VA 1 R Hood 400 VA Service Demand 23,137 VA I Microwave 1,630 VA 0 240v 4,000 VA Microwave VA jothar load Demand Load 96 A 170 �VA,* I Mini Refrig 170 VA ,MirrC ' erPool Feeder Opp 400 _VAV I Wine Cir 400 VA Neutral Demand 79 A 5,000 _vA Insta Hot VA X,500 VA Ironing Center VA Min.Service Reg, 100 A Jacuzzi Tub VA Wed Sprinkler Pump VA Min, Feeder size 4 seW Well Pump VA Min. Neutral size 4 Fountain Pump VA Eq. Grding Cond. 8 1M Elevator VA Copper Feeder Calculation (See Note) i PoolPanel Continuous Motors 0 ,Non-continuous 0 1 Spa heater 11 kVA Pool heater 3,5 ton iPool heater 5 ton jPool Light ekV 0 ... I Blower 0 240V pther ioad 0 240v jothar load 0 (3240v ,MirrC ' erPool Feeder Opp AWG I,— Minimum Panel Rating ATE: ; May ° , 2 13 WA-13-05 c PBG -1 -- 011]hccarn atioaa 1 All notification and pasting requirements have been met; therefore, there is jurisdiction to make a decision regarding; this request, f The applicant is also requesting a minor subdivision with a right -of -way= dedication approval by Case No. M - 13 -02. In this case, City Council will be the final authority with a recommendation from Planning Commission. See separate staff report for Case No. MS-1 -01 nei l borhood meeting is not required for a Planned Building G roup application. TVA -13 -05 & PBG- ] 3- 01,1ncarnatitr PROPOSED SIT: Zone District Required d Setbacks ;Rngle Family Construction IVA -13 -0 & PBG- 3- 01, °lnccarnatror ROW ' gg g¢ ` Minimum Side T Lam Lane walk Arnenfllej Cross-Sec"flon L.2 2-Lane Local K:A -tai- 5 PBG- 5- X11 /Iricarnatio All of the units will have two covered parking spaces. To compensate for the lack of street parking, 15 visitor parking spaces have been provided. I addition, the single family homes at the northeast corner of the development each have an additional two uncovered spaces. The amoun of parking provided is consistent with Section 26-501 m 1. VARIANCES REQUIRED Variance criteria , In order to approve a variance, Planning Commission must detennine that the majority of the criteria for review listed in Section. 26-115.C.4 of the City Code have been met, The applicant has provided a am stories in height with 26 units and types which are aesthetically plea neighborhood. WHIMM :s 4 +► s TVA-13-05 & PPG- 3- 0111nc ar °nation 5 7 ,4 -13 -0 PBG- 1:3- 0111ncarnation Staff finds this criterion has been net. Staff` finds this criterion has not been met. Staff' finds that this criterion is not applicable. WA-13-05 & PBG-13-0111ncarnation +r + m r t � • �"' � # a i _� , • • , p TIA-13-0.5 & PBG-13-011Incarnation 15 roe image of property 9 13-015 .F'BG- 13-011 iccrnation f 3 IV -13 -05 & PRG- 13- tlllIncarnati n 17 The Applicant would request a variance to the standard building setbacks to a public street where 25' would be required the applicant would ask that the setback be reduced to 6•10'. This request is appropriate as unique conditions on the site make it difficult to provide the quality of project without the exceptions. The Applicant meets 8 of the 10 established criteria for a variance. requirement titan tie streets we are connecting to, ints creates character with the now urban design proposed by the applicant 1 1. "Iv MV e prqJect riance is in WA-13-05 &M-13-011hicarnation 18 A -13 -05 & PBG -13 -011 nc °crrnation 1 mar*Wgolm..� -Infill and not Greenfield -Use permeable pavement or pavers -High-density development -Detain storm water on site with landscaping and as little pavement as possible -Use a light colored roof material to decrease heat island effect -Xeriscaping with plant materials that require little or no watering -Direct roof runoff to landscaping requiring water -install two-button water saving toilets Anstall low water use shower heads EnAw-Oo as, a rvatim -install PV cells and take advantage of tax credits -Use high efficiency heating (95%) -Install evaporative coolers in fieu of air conditioning -Orient buildin Lan,_Pa.%LkLP_tJ -Design for abundant delighting during winter months and shading during summer months with overhangs, strategically placed windows and shade trees -Solar tube dayiighting -Install cost effective automated fighting controls -Install programmable thermostats linked to automated systems -Low E glazing TVA-13-05 & PBG-13-014i7carriation 21 11:59 P.I. o' plete all information on BOTH sides of Cb form #t: • r • for Sack. FULF Stu's Gallons Amps Square$ Other Buil Di V a l uat i o n: