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Home My WebLink About3821 Tabor CourtPERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge 0 Residential Roofing PERMIT - 201702796 201702796 ISSUED: 06/28/2017 3821 Tabor CT EXPIRES: 06/28/2018 Residential refoof: remove and replace comp shingle with GAF Armorshield II, 46 squares *** CONTACTS *** OWNER (303)846-8528 DELMONICO BARBARA A SUB (303)757-5555 Brian Cung 100121 Rocky Mountain Roofing & Rest. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,150.00 FEES Total Valuation 0.00 Use Tax 234.15 Permit Fee 236.00 A ** TOTAL ** 470.15 - *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle inpistendjng r i n app owed midroof inspection, conducted when 25-75 percent of thri i stalled, prior to final approval. Installation of roof sheathing (new y re an approved inspection prior to installation of ANY roof coverings ani the entire roof when spaced or board sheathing with ANY gap exceeding k/2-inchs Asphalt shingles are required to be fastened to the roof deck with a minimum oper shingle. Ice and water shield is required. Eave and rake metal rej ed. Aending 3 feet above the roof eave and secured in place is requ' e tor i roof inspections. Roof ventilation is required to comply with a lic factureraiOms installation instructions, whichever is mo e st order to pass a final inspection of elastomeric or similar type r f co g a letter of inspection and approval from the manufacturer's technical presive stating that "the application of the roof at (project address) has behr p liedaccordance with the installation instruction for (roof material brand namoo cong" is required to be on site at the time of final inspection. \. fu_wlfl�^ IN PE TION RECORD Occupancy/Type INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/forms.aspx?fid=79 NSPECTION REQUEST LINE: (303) 234-5933 dspeltAlKill 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 Concrete Encased Ground (CEG) ROW & Drainage / Public Works Dept. Foundation / P.E. Letter Mid -Roof Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service 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 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. Mid -Roof Fire Inspection / Fire Protection Dist. Lath / Wall Tie Final Plumbing Rough Electric' Final Mechanical Rough Plumbing/Gas Line Roof Rough Mechanical Final Building Rough Framing 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. 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 City of Wheat Ridge Residential Roofing PERMIT - 201702796 PERMIT NO: 201702796 ISSUED: 06/28/2017 JOB ADDRESS: 3821 Tabor CT EXPIRES: 06/28/2018 JOB DESCRIPTION: Residential refoof: remove and replace comp shingle with GAF Armorshield II, 46 squares 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 ermtt. I further attest that I am Ieally authorized to include all entities named within this document as partes to the work to be performed and that all work to be performed ►s disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the 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 an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for or an a fan u' n of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work eId in yc�tion — Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of Wheat Ridge Community Development Department Memorandum TO: Accounting Department FROM: Kim Cook, Building Division SUBJECT: Refund for Permit DATE: August 2, 2017 Reason: Contractor pulled duplicate permit for address. Contractor requested to have permit #201702796, for 3821 Tabor Court closed out. Please refund: Contractors License$ (acct 01-510-00-513) 80% permit fee: $ 188.80 (acct 01-510-00-516) 0% plan review $ (acct 01-550-05-551) 100% use tax: $ 234.15 (acct 01-500-02-505) Total: $ 422.95 TO: Rocky Mountain Roofing & Restoration 1685 Colorado Boulevard S176 Denver CO 80222 Thank You! " Caa% Permit Technician City of N 83q Ul V Wheat -Midge COMMUNITY DEVELOPMENT C� �3q�15 1�• City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 3Vt 822.9 (�(�//) Refund Application Complete this application in its entirety, attach all copies of permits, permit cards (if issued) and receipts that were received at the time of permit issuance. Requests for more than 80 percent of the amount paid will not be approved without prior approval from the Building Official. The refund application must be received by the Wheat Ridge Building Division no later than 180 days after permit issuance. Applications received after 180 days of permit issuance will not be approved. You can mail or hand -deliver all required documents to: City of Wheat Ridge, Attn: Building Division, 7500 W. 29th Ave., Wheat Ridge, CO 80033. Company Name/Name (to whom check should be made out to):'�,a�Rllvr _6�"A(\] 3 Address: I l � S rol 1 I IkASu 10 City: State: Zip: _ Pbone;MS- mail: -i Permit #: �lwla ( 0 Permit Address: Reason for request: Printed Name:_e�PM ff A Signatur . Date: 1 For office use only G This request has been: Approved Denied Re nd Amount: $ � . Approved by: Date: www.chwheatridgexo.us City of Wheat Ridge Residential Roofing PERMIT - 201702796 PERMIT NO: 201702796 ISSUED: 06/28/2017 JOB ADDRESS: 3821 Tabor CT EXPIRES: 06/28/2018 JOB DESCRIPTION: Residential refoof: remove and replace comp shingle with GAF Armorshield II, 46 squares *** CONTACTS *** OWNER (303)846-8528 DELMONICO BARBARA A SUB (303)757-5555 Brian Cung 100121 Rocky Mountain Roofing & Rest. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,150.00 FEES Total Valuation 0.00 Use Tar. 234.15 Permit Fee 236.00 ** TOTAL ** 470.15 *** 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) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding A/2 -inch exists. 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 manufacturera€1h1s 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's 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 - 201702796 PERMIT NO: 201702796 ISSUED: JOE ADDRESS: 3821 Tabor CT EXPIRES: JOE DESCRIPTION: Residential refoof: remove and replace comp shingle II, 46 squares 06/28/2017 06/28/2018 with GAF Armorshield I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applica le building codes, and all applicable municipal codes, policies and procedures, and that I am t`le 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 am le ally authorized to include all entities named within this document as parties to the work to be performed and that al�rk to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of O R o CONTRACTOR (Circle one) 6ate I, This pern3it 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, po plans 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 Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division, 6. The issuance or granting of a permit shall not be construed to be a permit for, o roval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of wo subject to field inspection. " "- Signature of Chief Building Official Date Q REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequestgei.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. 1 Antoinette Kulick From: no-reply@ci.wheatridge.co.us Sent: Friday, June 16, 2017 2:23 PM To: Permits CommDev 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. 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. Permits are currently being processed within 3-5 business days, subject to change based on volume. 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 Single Family Home are on the property? PROPERTY INFORMATION Property Address 3821 Tabor Ct. Property Owner Name Property Owner Phone Number Property Owner Email Address Michael Dipaolo, Kaitlyn Dipaolo 3039490635 Field not completed. Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number Rocky Mountain Roofing & Restoration 100121 7204905747 Contractor Email Address edith@rkymtnroofing.com (permit pick-up instructions will be sent to this email) Retype Contractor Email edith@rkymtnroofing.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing remove & replace comp. shingle with GAF Armorshield ii Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 46 material selected above? Does any portion of the property include a flat roof? If yes, how many squares on the flat roof? No Field not completed. z TOTAL SQUARES of all 46 roofing material for this project Provide additional detail House roof pitch 6/12 here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 11,150.00 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes 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 Yes 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 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. Name of Applicant Brian Cung Email not displaying correctly? View it in your browser. 3 i City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. January 23rd, 2017 Owner/Occupant 3821 Tabor Ct. Wheat Ridge, CO 80033 Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 RE: Previously permitted project plans available for retrieval — Permit 201600029 (New Single Family Home) Owner/Occupant, 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 Building Division's document retention policy, the associated plans and/or other documents 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 20 working days (4 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 7:00 a.m. and 5:00 p.m., Monday through Friday, at the Building Division offices located at 7500 W. 29th Avenue in Wheat Ridge. Cordially, Melissa Mackey key Senior Permit Technician 7500 W29th Avenue w732 Office Phone: 303-235-287 Fax: 303-237-8929 ", co us] City of COMMU rry DEAVILO'yMENT www. ci env h ea t ridge.co. u s A 4, City of '��Wh6atB,�,�dgie COMMVNITY DEVELOPMENT FOR OFFICE USE ONLY Date: I " - i cj- PlartlPernift # zzz�� Building Permit Application Property Address: 3821 Tabor Court Property Owner (please print)* Standard Pacific Homes of Colorado, Inc. Phons. 303,846.8528 Property Owner Email: medwarckv8stars nac.corn z Address- 7800 East Dorado Place, Suite 220 Centennial, CO 80111 Contractor: Same as above Contractors City License #: 130216 Phone: 303-779,4100 Contractor E-mail Address: Other City Licensed Sub: City License # WR City License # 140008 Other City Licensed Sub: City License # Complete all intormation on BOTH sides of this form M NEW COMMERCIAL STRUCTURE El ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE EICOMMERCIAL ROOFING El COMMERCIAL ADDITION El RESIDENTIAL ROOFING El RESDENTIAL ADDITION [I WINDOW REPLACEMENT [I COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) E] RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) El MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING ELECTRICAL SYSTEMIAPPLIANCE REPAIR or REPLACEMENT OTHER (Describel Basement bath rough -in;# # tub at Bath 3; Interior Door at Master w. to Range; Gas line to Patio; Covered Patio,, Fireplace; Enhanced side and rear elevations'; Cabinets at Master bath; 8' interior doors; basment bar rough -in; solar conduit; door at master bedroom, includes stoop Sq, FULF __ Btu's Gallons Amps Squares _�_ __ Other 25V » . ::..:::..:... �:.�.....��. City of SINGLE FAMILYIDUTPLEX r1jBWh6 atPsLdge B CTILDING PERAII T A PPLICA TION RE VIE IF LIC WORKS Date: Location: ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a located at the above referenced address. Please note the conuiients checked below. I. --k/ Drainage: a. Drainage Letter & Plan required: _Yes No b. Site drainage/grading plan have been reviewed and are: -40K �14 refer to stipulations. 1 -iL Public Improvements required & to be completed with project. - a. street paving/patching: — Yes No — Completed b, curb & gutter: — Yes No — Completed c. sidewalk: — Yes No — Completed d, Other (specify): — Yes No — Completed For items not constructed, the amount of` funds taken in lieu of construction: $ 3. jL Does all existing roadway/alley R.O.W. meet the standards of the City: -V- Yes No If not, what is required? If R.O.W. is required, has the deed been received: Yes No (see Note below) 4� -V APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. Signature Mark Van Nattan Date�� 5. N�& NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s). Signature Mark, Van Nattan 6. -1- Stipulations: ME 7, _11_ A Drainage Certification Letter accompanied by As -Built plans from the Engineer -of -Record shall be required prior to the issuance of the Certificate of Occupancy. 8. NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJEC1' CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIORTCI THE ISSUANCE OF THE CERTIFICAXE OF OCCUPANCY. Cif�r cif i PUBLIC 'WORKS City of Wheat Ridge Municipal Building 7500 W_ ,2 ''' Ave. Wheat .Ridge, CO 80033-8001 P: 303,235,2861 F. 303.235,2857 Date, _Va/JJ(V__ Location of Construction: _ Slagle Family Commercial eve o meet e e Procasiat ,.. 10040 (Required of all projects for document processing) fn to a .l ltesrfeee Ie ee p'e, ....,.>.. SQ.IItI 'uJt _ l eacnrtercl ati�P" : ° evaer "eesa y Review ofexisting or minimal technical documents: , :...,. .Initial review' of technical civil engineering documents (Fee includes reviews of the 1" and 2'd sins `turfs):.., $600.00 Traffic Impact Study Review Fee: (.Fee includes reviews of the I"and 2'd submittals):: . ................. $500.00 Trip Generation Study Review Fee::.;, M Manual Review & SMA Recording Fee,,, $100.00 ' Foch Application will be reviewed by staff once and returned for changes, If fter review of the second submittal changes have not been made to the civil documents or the Traffic Study as s-equested by staff, fu to the following Resubmittal Fees. rther reviews of the Application will be subject Resubmittal Fees< 3ra submittal (Y2 initial review fec).......:. dl, ti ........ .....,...,.,. ,. 5 zs'submittal (full initial review fee), ...... ......... $600.00 .All subsequent submittals ......... ....... . ......... $600.0..(Full initial review fee) .,..,.+ . 4 REVIEWTOTAL (due at time of Building Permit issuance): PLEASE NOTE THAT IN ADDITION TO THEABOVE FEES, THERE WILL BE ADDITIONAL S AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS II PUBHCl RICHT-OF-WAY. City epi. Efa 1.tt� W 0itKS City of Wheat Ridge Municipal Building 7540 W. 296 Ave, Whet Ridge, CO 80033-8001 : 301235.2861 3012351857 DATED:NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION 4LL194-2—SS: Dear Contractor: In conjunction with the approval of the building Permit application for the above referenced address, this letter is to inform you that all existing public improvements ents located along the frontage of said address shall be restored,(if damaged from related construction to an acceptable condition, as determined by City of Wheat Midge Public Works Department, and prior to the issuance of a Certificate of Occupancy Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address, If you have any questions, please contact arae at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer Cw°C : Fits Rev 2108 KCV, V"' - 14U -1 4 In. U-MUM- Doud Subdivision, Filing 2, Lot 7k" Address: Applicable survey Conditions: FND (survey at.foundation) NRS (survey Pnor to CO, if within 2 feet of setback) I)OUI)� I Oandscaping) I)oLJD2 (setbacks) ft. L'ot Size: ding Coverage (40*/*): 4-117 11 ( )sq. fL maximum Buil ,rotal proposed Building Coverage: sq. ft. % Required Provided Setbacks: 20 ft Front 31 h.tenor Side ace __I �7f -I Side, on street/OPen sPL/ 15 ft Interior Rear .1 perimeter Rear ------- 7�-- 1 (if yes, add surveYing conditim FND) Is the structure within 2 feet of minimum setbacks? ----------- t i a n 197: -O�W' A rchitec-tur-al review considera 0 in 771i� V� � g to public r -O -W and7o-r open space tracts shall utilize same minimum IS= �!Ot��olff 11�101tsllsi =;M� front facades. Hornt-s ts on Si faqade facing r -o -w or open space as architectural tre of 2.5 ft. No three adjacent homes or homes directly across Front setbacks shall vary a minimum shall have the, same front setback' the street across the street shall utze the same architecturally detailed adjac s or homes L3 -so two ent home sills, canies, , elevation. s such as cornices, eaves, belt courses, bay windows, opporches C, Architectural feature may eyches. .tend or project into a setback a maximum Of thirty ine deckslpatio,s, and balconies o atin shall have a minimum b of 67% masOnrY: brick, rick vener, relev U The first floor of ont the f ynthetic, stone, with a full return (Minimum 4' high) wainscoting stucco, stones, stone veneer or s on the sides of the homes. sid ra on$. vews view- C width, in C1 Driveways cannot Uty o ITY-DEVELOPMENT Piro feet Ad ° 3821 Tabor Court permit 22: r: Standard Pacific Homes Of C212LcI 10, Inc. trac t Contractor Company Name Ile, Phone State iii +ane ? 480;t4 step r gn6t6re of,Authoiized Aagent Date LUT M =rki«; ofAuthodzed ,m . B,application 11 d s be sa d •. i bytach sub-contractorc't d i #d. id " thesame. n � '>180 South Ivanhoe Stre-A--t, Suite 5 A.G. Wassen a,,ar Denvar, Coloradc� 80222-5710 303-759-8100 Fax 303-755-2 20 Geotechnical and Environmental Consultants s , e r.carn December 10, 2013 Standard Pacific of Colorado, Inc. 7800 Fast Dorado Place, Suite 220 Greenwood Village, Colorado 80111 ,attention: Ms. Cindy Myers Subject: Soil and Foundation Study Proposed Residential Structure Lot 17, Block 2 I3oud Overlook Wheat Ridge, Colorado Project Plumber 135300 Purpose ;s requested, we have performed a soil and foundation study at the subject site. The purpose of our study was to observe subsurface conditions encountered and to recommend geotechnical design criteria for the design and construction of the foundation for the proposed residence. This letter presents a summary of our findings and recommendations. Subsurface Conditions The field exploration included drilling a 4 -inch diameter auger boring near the center of the lot to depth of approximately 24117 feet. The subsurface materials encountered consisted of: 0' to 3' Fill, sand, medium dense, silty, slightly clayey, slightly gravelly, moist, mottled brown 3' to 21' Sand, dense, silty, gravelly, moist to wet, brown 21' to 241/`2' Cla stone (bedrock), very hard, slightly silty, sandy, moist, gray Date of drilling: November 13, 2013 Depth to water: 13 feet at the time of drilling 13Y2 feet 2 days after drilling Laboratory Testing Samples obtained during drilling were returned to the laboratory. They were visually classified and testing was assigned to selected samples in an effort to evaluate the engineering properties of the subsurface materials encountered. Site specific laboratory tests indicated a high sand content and low plasticity, indicating low expansion potential. Based upon visual observation of the subsurface conditions encountered and laboratory testing for this and/or adjacent lots, it is our opinion that the subsurface materials generally exhibit no to low potential for expansion. Refer to the Colorado Geological Survey Special Publication 43 for a description of expansive soils and their impact on structure performance. Standard Pacific of Colorado, Inc, Project Number 135309 December 10, 2013 Page 3 Based upon our evaluation of the subsurface conditions at this site, it is our opinion that the slab performance risk for this site is low. If this risk of movement is not acceptable, engineered interior floors should be constructed. If the Builder and/or Owner desires to construct a concrete slab -on -grade and accepts the risk of slab movement, slabs supported by the expansive subsurface materials should be constructed using the following criteria: 1. Slabs should be separated from exterior walls and interior bearing members with a joint which allows free vertical movement of the slab. 2Slab bearing partitions should be constructed with a minimum 2 -inch void space. Stairways bearing upon the slab should be constructed in such a way as to allow at least 2 inches of slab heave. In the event of slab heave, the movement should not be transmitted directly through the partitions to the remainder of the residence. 1 Plumbing and utilities should be isolated from the slab. 4, Where a forced -air heating system is used and the furnace is located on the slab, we recommend provision for a collapsible connection between the furnace and the duct work to allow for at least 3 inches of slab heave. Utility connections should also be provided with flexible connections capable of accommodating the same magnitude of movement as specified above. 5. Provide frequent control joints in the slab. snolfw fe taWl Ew flufflawl dflu 1ecRd*11S1f paftluvil T_*1UZ5--d4kt I• We are available, to provide further consultation regarding basement slab performance risk assessments. The crawl space ground surface should be sloped to the perimeter drain system, Trenching or dishing out of the crawl space is not recommended unless a drain system is placed in these areas in such a manner to facilitate drainage. The recommended clearance from the crawl space ground 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. Manual S, D, Standard Pacific, Fireside Plan 5061 kir Conditioner = Carrier, Model C 13NA03 ****( «,i3) .5 Tramp) :vaporator Coil = Carrier Model C IPV*:361 `*+`Fi R (3 Tram) NUMoer of actmve trunks: 20 Number of active runouts: 2 Total runout outlet airflow: 1,284 Main trunk airflow: 1,001 Largest trunk diameter. 1&9 _ SMT 100 Largest runout diameter; 7 SR -100 Smallest trunk diameter: 12.9 ST -120 Smallest runout diameter: 4 SR -270 Supply fan external static pressure:. Supply fan device pressure les 0.37 Supply fan static pressure available: 0021 Runout maximum cumulative static pressure loss: 0.668 SR -210 Return loss added to supply. 0.122 Total effective length of return (ft.). 391.2 High, Low Total effective length of supply (ft.: 194.0 SR -210 Overall total effective length (ft.). ' 515.2 High Low to -210 Design overall friction rate per 10ft. ,_W _ ._ _ _. ilW2 (Available SP x 10 /TEL) ) SPECIFICATIONS 61,004MIZINMI-1111, affimmmul imommmEmm ,urnace Blower Data AIR DELIVERY - CFM (BOTIrOM RETURN WITH HIJW I :vapor for Coil static Pressure PERFORMANCE DATA (cont) Im uffolmm aensible Heat Gain = 23111 BTUs kC Delivers 25390 BTUs !3111/25390 = 910 or 9% over .. .... .. . .. ... .. .. ... _. ........ ....... . .... .. . .... .... Pr .... ... ... . .. . .... ..... . ... ... . ....... Project Title: Standard Pacific Fireside Plan 5061 Designed By: Bob Guenther Project Date: Monday, January 27, 2014 Client Name: Standard Pacific Company Name: Smith And Willis Heating And Air LLC Company Representative: Bob Guenther Company Address: 8450 Rosemary Company City: Commerce City, CO 80022 Company Phone- (303)688-4487 X-102 Company E -Mail Address- bob@smithandwillis.com DeReference ' hefo 1 ildin Building 1 Daily Temperature Range- High Latitude: 39 Degrees Elevation: 5476 ft. Altitude Factor- 0.817 Outdoor Outdoor Outdoor Indoor Indoor Grains Pry Bulb Wet Bulb Rel.Hum Rel.Hurn Bulb Differenc _Dry e Winter: 1 0.21 81% 30% 70 34.1 Summer: 91 59 15% 50% 75 -39 Total Building Supply CFM: 1,000 CFM Per Square ft. 0.200 Square ft. of Room Area: 5,007 Square ft. Per Ton: 2,862 Volume (ft3) of Cond. Space: 49,567 Total Sensible Gain: Total Latent Gain-, Total Cooling Required Including Ventilation Air: 23,111 Btuh 100 % -2,114 Btuh 0 % 23,111 Btuh 1.93 Tons (Based On Sensible + Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufaGturer's performance data at your design conditions. Y:\...\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Miscellaneous RpQr Summer: 91 59 15% 50°fes 75 -39.04 Main "Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Chop: 0.1000 in.wg./100 ft. 0;1000 in.wg./100 ft. Minimum 'Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 t./min 750 ft./min Minimum Height: 0 in. 0 in. Maximus Height: 0 in. 0 in. Wit,, rtr i t t t'1 t r �l K`�ity Winter Summer Infiltration Specified: 0.250 AC/hr 0.250 AC/hr 113 CFM 113 CFM Infiltration Actual: 0.316 AC/hr 0.315 AC/hr Above Grade Volume: X 27 204 Cut. X 27 204 Cu.ft. 8,610 Cu:ft./hr 3;010 Cu:ft./ r X 0.0167 X 0.0167 Total Building Infiltration: 143 CFM 143 CFM Total Building Ventilation 0 CFM 0 CFM _--System I --- Infiltration --_Infiltration Ventilation Sensible Gain Multiplier: 14.39 (1.10 X 0,817 X 16.00 Bummer Temp. Difference Infiltration & Ventilation latent Gain Multiplier: -21.70 = (0:66 X 0.617 X -39.04 Grains Difference) Infiltration & Ventilation Sensible Lass Multiplier: 62.04 = (1.10 X 0.017 X 69.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr (113 CFM Bummer Infiltration Specified: 0,250 AC/hr (113 CFM) Y:\...\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Y:\...\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Net ft. Sen: Lat, Net Sen, Sys� Hg ........... Sys� Clgi .. .. Sys Acf Duct Scope Tori /Tort ,Area Gain Gain Gain Loss CFM: CFM; CM Size` jBuilding IM 2,862 5,007 23,111 -2,114 23,1"11 51,790 993 1,000 - 1',(,(i--0" System 1 1,93 2,862 5,007 23,111 -2,114 23,111 51,790 993 1,000 1,000 2506, Humidification 2,151 Zone 1 5,007 23,111 -2,114 23,111 49,639 993 1,000 1,000 10x171 1-Rec Rm 1,198 1,145 -138 1,145 7,288, 146 50 146 7 -Z 2 -BR 4 240 709 -53 709 25239 45 31 45 7 3 -Bath 4 59 15 -10 15 450 9 1 9 4 4-Mech/ Unf Stor 1,010 189 -138 189 6,647 133 8 133 7,7 5 -Master Bedroom 311 3,719 -134 3,719 4,461 89 161 161 7,7,7 6 -Master Bath 235 933 -188 933 2,200 44 40 44 7 7 -WIC 121 595 -261 595 2,315 46 26 46 61 8 -Great Room 430 4,689 -308 4,689 6,148 123 203 203 7,7,7 9 -Laundry 67 207 -71 207 690 14 9 14 4 10 -Mud Room 134 366 -29 366 833 17 16 17 4 11 -Bath 3 44 205 -88 205 787 16 9 16 4 12 -PR 34 45 0 45 62 1 2 2 Not M1D:4 1 - 13 -BR 3/Opt Study 197 1,871 -142 1,871 3,438 69 81 81 1 6,61 14 -Entry 111 767 -45 767 921 18 33 33 &� 15 -BR 2 164 1,753 -99 1,753 3,030 61 76 76 6A 16 -Bath 2 67 311 -76 311 867 17 13 171 17-Dining/Opt Study 2 174 1,030 86 1,116 1,737 35 45 45 541 18-Kitchen/Nook 411 4,561 -420 4,561 5,526 111 197 197 7,7,7,�, Sum of room airflows may be greater than system airflow because system room airflow option uses ,the,,greater of heating or cooling. Y:\...\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM ---Duct Name: SMT -100, Feeds Into: Il echl Unf Stor, Fitting: 1- 1, Effective Length:128.5 True 0.0003 16.9 577 0.000 Up: Fan 55 25 0.031 0.039 Rett 0.8 ` 10 127.7 0.419 Presize 1,001 4.9 0.259 0.541 ---Duct Name: ST -110, Feeds Into: Rec Rm, Effective Length: 2.0 Trunk 0.0003 15..9 415 0.000 Up: SMT -100 55 25 0.017 0.000 Rect 2,O 10 0.0 0.000 Presize 721 11.7 0.259 0.541 ---Duct dame: ST -120, Feeds Into: I echi Unf Rt+ r, Effective !Length: 2.2 Trunk 0.0003 12.9 373 0.000 Up: SMT -100 128 14 0.016 0.000 Rect 2.2 10 0.0 0.000 Presize :363 8.7 0.259 0.541 --- Duct 'Name: SR -100, Supplies: Great Room, Fittings: 4-G, 2-1, Effective Length: 53.7 Runout 0.0003 7 254 0.000 Up: ST -130 55 5.4 0.017 0.009 Rnd 0.3 7.7 53.3 0.009 Presize 68 0.6 0.245 0.555' ---Duct dame: R-110, Supplies: Great Room, Fittings: -G, 2-1, 8-A2, 8-A►2, Effective Length: 82.7 Runout 0.0003 7 254 0.001 Up: ST -140 55 5.4 0.017 0.013 Rnd 7.3 7.7 75.4 0.014 Presize 68 13.4 0.240 0.560 ---Duct Name:: ST•130, Feeds Into: Rec Rm, Effective Length: 1.0 Trunk 0.0003 15.2 97 0.000 Up: ST -140 55 20 0.001 0.000 Rect 1.0 10 0.0 0.000 Presize 134 5 0.254 0.546 ---Duct Name: SR -120, Supplies: Great Room, Pittings: 4-G, 2-I, 8-A2, 8-A2, Effective Length: 93.2 Runout 0.0003 7 254 0.002 Up: ST -150 55 5.4 0.017 0.014 Rnd 12.3 7.7 80.9 0.016 Presize 68 22.6 0.238 0.562 ---Duct Name: ST -140, Feeds Into: Rec Rm, Effective Length: 0.8 Trunk 0.0003 15.2 241 0.000 Up: ST -150 55 20 0.007 0.000 Rect 0.8 10 0.0 0.000 Presize 334 4.2 0.254 0.546 Y.\ ...\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM -Duct Name: SR-130, Supplies: Master Bedroom, Fittings: 4-G, 2-1,8-A2, 8-Effective Length: 10.5 Runout 0.0003 7 202 0.004 Up: ST-160 55 5.4 0.012 0.009 Rnd 30.5 7.7 80.0 0.013 Presize 54 55.9 0.242 0.668 -Duct Name; ST-150, Feeds Into: Rec Rm, Effective Length: 0.8 Trunk 0,0003 15.2 289 0.000 Up: ST-160 55 20 0.010 0.000 ect O.8 10 0.0 0.000 Presize 402 4.2 0.254 0.546 --- Duct Name: SR-140, Supplies: Master Bedroom, Fittings: -G, 2-1, 8-A2, 8-A2, Effective Length; 122.5 Runout 0.0003 7 202 0.005 Up; ST-170 55 5.4 0.012 0.009 Rnd 42.5 7.7 80.0 4.014 Presize 54 77.9 0.240 0.560 --Duct Deme; ST-160, Feeds Into. Rec Rm, Effective Length; 0.8 Trunk 0.0003 15.2 351 0,000 Up: ST-174 55 20 0.014 0:000 Ret 0.8 10 0.0 0.000 Presize 487 4.2 0.255 0,545 --duct Name: SR-150, Supplies: Master Bedroom, Fittings: -G, -I, Effective Length: 98.7 Runout 0.0003 7 202 0.004 Up: ST-280 55 5.4 0.012 0.008 Rnd 33.7 7.7 66.1 0.012 Presize 54 61.7 0.243 0.557 ---Duct Name: ST-170, Feeds Into. Rec Rm, Effective Length: 0.8 Trunk 0.0003 15.2 390 0.000 Up: T-280 55 20 0.017 0.000 Rect 0.8 10 0.0 4.000 Presize 541 4.2 0.255 0.545 --Duct Name: SR-160, Supplies: Master Bath, Fittings: -G, 2.1, Effective Length: 78.9 Runout 0.0003 7 165 4,402 Up: ST-260 128 5.4 0.007 0.004 Rnd 25.8 7.7 53.1 0.006 Presize 44 47.3 0.250 0..550 `7:\ ...\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM -Duct Name'. ST -180, Feeds Into: R c Rm, Effective Length: 1.7 Trunk 0.0003 15.2 446 0;000 Up: T-260 55 20 0,021 0.000 Rect 1.7 10 0.0 0.000 Presize 620 8.3 0.255 0.545 Duct Name: -170, Supplies: V61W'IG, Fittings. -G, 2-1,8-A2, 8-A2, Effective Length; 112.6 Runout 0.0003 6 234 0.007 Up: T-250 128 4.7 0.017 0;012 Rnd 42.2 6.6 70.4 0.019 Presize 46 66.2 0.238 0.562 ---Duct Name: ST -1913, Feeds s Into: Rec Rm, Effective Length. 1.8 Trunk 0,0003 16.9 395 0.000 Up. T-250 55 25 0.016 0.000 Rect 1.8 10 0.0 0.000 Presize 686 10.7 0.257 0.54:3 --Duct Name: SR -180, Supplies: Kitchen/Nook, Fittings: 4-G, 2 -1,8 -A2,8 -A2, Effective Length: $0.9 Runout 0.0003 7 24.7 0.002 Up. ST -130 55 5.4 0.017 0.011 Rnd 13.3 7.7 67.6 0.013 Presize 66 24.4 0.241 0.559 ---Duct Name: SR -190, Supplies. Kitchen/Nook, Fittings. 4-G, 2 -1,8 -A2,8 -A2, Effective Length: 97.2 Runout 0.0003 7 247 0.004 Up. ST -1 40 55 5.4 0.01 7 0.012 Rnd 22.3 7.7 74.9 0.016 Presize 66 40.9 0.238 0.562 --Duct Name: RIS -200, Supplies: Kitchen/Nook, Fittings: 4-G, 2-I, Effective Length. 75.6 Runout 0.0003 7 247 0,003 Up. ST -140 55 5.4 0.017 0.010 Rnd 15.3 7.7 60.3 0.012 Presize 66 28.1 0.242 0.558 Duct Name: SR -210, Supplies. Dining/Opt Study 2, Fittings: 4-G, 2.1, Effective Length: 63.3 Runout 0.0003 5 :330 0.006 Up, ST -120 55 3.9 > 0.042 0.020 Rnd 14.8 5,5 48.5 0.027 Presize 45 19.4 0.232 0.568 --Duct Name: T-200, Feeds Into;. echl Unf Rto , Effective Length, 6.8 Trunk 0.0003 12.9 320 0.001 Up. ST -120 128 14 0,012 0.000 Rect 6.8 10 0.0 0.001 Presize 311 27.3 0.258 0.542 Y;i ...!Fireside Pian 5061.rhv Tuesday, January 28, 2014, 9:58 AN i -^-Duct Name: SR -220, Supplies: Entry, Fittings: 4-H, 2-1, Effective Length: 29.9 Runout 0.0003 5 242 0.001 Up: ST -210 55 3.9 0.024 0.007 Rnd 2.7 5.5 27.2 0.007 Presize 33 3.5 0.250 0.550 -Duct Name: SR -230, Supplies: BR 2, Fittings: 4-G, 2 -1,8 -A2,8 -A2, Effective Length: 74.8 Runout 0.0003 6 194 0.003 Up- ST -220 55 4.7 0.013 0.007 Rnd 19.7 6.6 55.1 0.010 Presize 38 30.9 0.247 0Z53 -Duct Name: ST -210, Feeds Into: Mech/ Unf Stor, Effective Length: 0.8 Trunk 0.0003 12.9 34 0.000 Up: ST -220 55 14 0.000 0.000 Rect 0.8 10 0.0 0.000 Presize 33 13 0.257 0Z43 _.,_Duct Name: SR -240, Supplies: BR 2, Fittings: 4-G, 2-1, 8-A2, 8-A2, Effective Length: 88.6 Runout 0,0003 6 194 0.004 Up: ST -290 55 47 0.013 0.008 Rnd 27.8 6.6 60.7 0.012 Presize 38 43.7 0.246 0.554 ---Duct Name: ST -220, Feeds Into: Mech/ Unf Stor, Effective Length: 1.0 Trunk 0.0003 12.9 114 0,000 Up: ST -290 55 14 0.002 0.000 Rect 1.0 10 0.0 0 000 Presize 111 4 0.257 0.543 --- Duct Name: SR -250, Supplies: BR 3/Opt Study, Fittings: 4-G, 2-1,8-A2, 8-A2, Effective Length: 70.7 Runout 0.0003 6 204 0.002 Up- ST -220 55 4.7 0.014 0,008 Rnd 14.9 6.6 55.8 0.010 Presize 40 23.4 0.247 0.553 -Duct Name- SR -260, Supplies: BR 3/Opt Study, Fittings: 4-G, 2-1, 8-A2, 8-A2, Effective Length: $5.5 Runout 0.0003 6 204 0.003 Up: ST -290 55 4.7 0.014 0.009 Rnd 24.0 6.6 61.5 0.012 Presize 40 37.7 0,245 0.555 --- Duct Name: SR -270, Supplies: Bath 2, Fittings: 4-G, 2-1, Effective Length: 45.7 Runout 0.0003 4 195 0.002 Up: ST -240 128 3.1 0.020 0.007 Rnd 10.3 4,4 35,4 0.009 Presize 17 10,8 0.248 OZ52 Y:\ .. \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM -Duct Name: ST -230, Feeds Into: Mec Unf Stor, Effective Length: 1.8 Trunk 0.0003 12.9 286 0.000 Up: ST -240 128 14 0.010 0.000 Rect 1.8 10 0.0 0.000 Presize 278 7.3 0.257 0.543 Runout 0.0003 4 183 Up: ST -200 128 3.1 0.018 Rnd 13.5 4.4 34.8 Presize 16 14.1 0.249 -Duct Name: ST -240, Feeds Into: Mech/ Unf Stat, Effective Length: 2.3 Runout Trunk 0.0003 12.9 303 Up: ST -200 128 14 0.011 Rect 2.3 10 0.0 Presize 295 9.3 0.258 % Runout 0.0003 4 195 Up: T-120 128 3.1 0.020 Rnd 8.8 4.4 29.8 Presize 17 9.3 0.251 -Duct Name: SR -300, Supplies: Laundry, Fittings: 4-H, 2-1, Effective Length: 36.0 Runout 0.0003 4 160 Up: STA 10 128 3.1 0.014 Rnd 9.5 4.4 26.5 Presize 14 9.9 0.253 --Duct Name: ST -250, Feeds Into: R Rm, Effective Length: 9.8 0.000 Trunk 0.0003 16.9 410 Up: ST -110 55 25 0.017 Rect 9.8 10 0.0 Presize 712 57.4 0.257 0.002 0.006 0.009 0.551 0.000 0.000 0.000 0.542 0.002 0.006 0.008 0.549 0:001 0.004 0.005 0.547 --Duct Name: SR -310, Supplies: Bath 4, Fittings: 4-G, 2-1, Effective Length: 34.3 Runout 0.0003 4 103 0.001 Up- ST -270 128 3.1 0.007 0.002 Rnd 10.2 4.4 24.1 0.002 Presize 9 10.8 0.254 0.546 -Duct Name: ST -260, Feeds Into: Rec Rm, Effective Length: 4.3 Trunk 0.0003 16.9 380 0.001 Up: ST -270 55 25 0.015 0.000 Rect 4.3 10 0.0 0.001 Presize 660 25.3 0.255 0,545 Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM --Duct Name: SR -320, Supplies: ER 4, Fittings: 4-G, 2-1, Effective Length: 89.8 Runout 0.0003 7 168 0.002 Up: ST -160 128 54 0.008 0.005 Rnd 19.8 7.7 69.9 0.007 Presize 45 36.3 0.248 0,552 ---Duct Name: SR -330, Supplies: Rec Rm, Fittings: 4-G, 2-1, Effective Length: 101.9 Runout 0.0003 7 273 0.006 Up: ST -196 128 5.4 0.018 0.012 Rnd 33.7 7.7 68.3 0.018 Presize 73 61.7 0.239 0.561 --Duct Name: ST -270, Feeds Into: Rec Rm, Effective Length: 4.5 Trunk 0.0003 16.9 381 0.001 Up: ST -190 55 25 0.015 0.000 Rect 4.5 10 0.0 0.001 Presize 661 26.2 0.256 0.544 --Duct Name: SR -340, Supplies: Rec Rm, Fittings: 4-G, 2-1, Effective Length: 117.6 Runout 0.0003 7 273 0.007 Up: ST -180 128 5.4 0.018 0.014 Rnd 39.0 7.7 78.6 0.021 Presize 73 71.5 0.234 0.566 --Duct Name: ST -280, Feeds Into: Rec Rm, Effective Length: 1.5 Trunk 0.0003 15.2 428 0.000 Up: ST -180 55 20 0.020 0.000 Rect 1.5 10 0.0 0.000 Presize 595 7.5 0.255 0.545 ---Duct Name: SR -350, Supplies: Mech/ Unf Stor, Fittings: 4-G, 2-1, Effective Length: 98.4 Runout 0.0003 7 247 0.003 Up: ST -230 128 5.4 0.015 0.011 Rnd 21.7 7.7 76.7 0.015 Presize 66 39.7 0.243 0.557 --Duct Name: ST -290, Feeds Into: Mech/ Unf Stor, Effective Length: 2.0 Trunk 0.0003 12.9 194 0.000 Up: ST -230 55 14 0.006 0.000 Rect 2.0 10 0.0 0.000 Presize 189 8 0.257 0Z43 -Duct Name: SR -360, Supplies: Mech/ Unf Stor, Fittings: 4-G, 2-1, Effective Length: 102.2 Runout 0.0003 7 247 0.004 Up: ST -230 128 5.4 0.015 0.011 Rnd 25.5 7.7 76,7 0.015 Presize 66 467 0.242 0,558 Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014,9:58 AM pointNotes: Static pressure available values for return ducts are at the entrance of the duct, For supply, they are at I the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry return runout upstream With the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. ELI III ON WI WON I LWA 011 MI 20 27 Total runout outlet airflow: 1,28 Main trunk airflow: 1,001 Largest trunk diameter: 16.0 SMT -100 Largest runout diameter: 7 SR -100 Smallest trunk diameter: 12.0 ST -120 Smallest runout diameter; 4 S-270 Supply fan external static pressure: 0.600 Supply fan device pressure losses. 0.379 Supply fan static pressure available; 0.421 Runout maximum cumulative static pressure loss. 0.568 SR -210 Return loss added to supply. 0.122 Total effective length of return { ft.): 301.2 Nigh, Low Total effective length of supply { ft.): 194.0 SR -210 {overall total effective length ( ft.): 565.2 Nigh, Low to SR -210 Design overall friction rate per 100 ft.: 0.072 (Available SP x 100 TEL) System duct surface area (No Scenario): 1150.2 Total system duct surface area: 11502 Y:\ ...\Fireside Plan 5061.rhv Tuesday, January 28; 2014, 9:58 AM --Duct Name: RMT -100, Feeds From: Mech/ Unf Stor, Fittings: 5 -HI, 5-N, Effective Length: 215.1 Trunk 0.0003 18.6 616 0.000 Up: Fan 75 25 0.029 0.062 Rect 04 12 214.7 0.062 Presize 1,284 2.6 -0.060 0.122 --Duct Name: RT -1 10, Feeds From: Mech/ Unf Stor, Effective Length: 6.0 Trunk 0.0003 18.6 616 0.002 Up: RMT -100 75 25 0.029 0.000 Rect 6.0 12 0.0 0.002 Presize 1,284 37 -0.058 13.121 --Duct Name: RT -120, Feeds From: Rec Rm, Effective Length: 20.5 Trunk 0.0003 9.8 454 0.007 Up: RT -150 75 10 0.035 0.000 Rect 20.5 8 0.0 0.007 Presize 252 61.5 -0.047 0.110 --Duct Name: High, Low, Returns From: Great Room, Fittings: 6-13, 6-F, 8-133C, Effective Length: 135.8 Runout 0.0003 9.8 454 0.000 Up: RT -120 75 10 0.035 0.047 Rect 0.2 8 135.6 0.047 Presize 252 0.5 0.000 0.047 --Duct Name: RT -1 40, Feeds From: Mech/ Unf Stor, Effective Length: 1.5 Trunk 0.0003 12.9 360 0.000 Up: RT -170 75 14 0.016 0.000 Rect 1.5 10 0.0 0.000 Presize 350 6 -0.058 0.000 -Duct Name: RT -150, Feeds From: Rec Rm, Effective Length: 9.5 Trunk 0.0003 9.8 454 0.003 Up: RT -170 75 10 0.035 0.000 Rect 9.5 8 0.0 0.003 Presize 252 28.5 -0.055 0.117 i --Duct Name: RT -160, Feeds From: Mech/ Unf Stor, Effective Length: 1.5 Trunk 0.0003 12,9 360 0.000 Up: RT -180 75 14 0.016 0.000 Rect 1.5 10 0.0 0.000 Presize 350 6 -0.058 0,000 --Duct Name: RT -170, Feeds From: Mech/ Unf Stor, Effective Length: 1.8 Trunk 0,0003 18.6 289 0.000 Up: RT -180 75 25 0.007 0.000 Rect 1.8 12 0.0 0.000 Presize 602 11.3 -0-058 0.120 Y:\...\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM —Duct Name: High, Returns From: Great Room, Effective Length: 0.3 0 Runout 0.0003 12.9 360 0:000 Up: RT -140 75 14 0.016 0.000 Rect 0.3 10 0.0 0.000 Presize 350 1.3 -0.058 0.000 --Duct Name: Low, Returns From: Great Room, Effective Length: 0.3 12.9 High Runout 0.0003 12.9 360 0.000 Up: RT -160 75 14 0.016 0.000 Rect 0.3 10 0.0 0.000 Presize 350 1.3 -0.058 0.000 --Duct Name: Low, Returns From: Rec Rm, Fittings: 6-C, 6-G, 8-A2,8.A2, Effective Length: 79.1 Runout 0.0003 10 609 0002 Up: RT -110 75 7,8 0.051 0.039 Rnd 3.3 10.9 75.8 0.041 Presize 332 8.7 -0.018 0.041 --Duct Name: RT -180, Feeds From: Mech/ LInf Star, Effective Length: 2.5 Trunk 0.0003 18.6 457 0.000 Up: RT -110 75 25 0.017 0.000 Rect 2.5 12 0.0 0.000 Presize 952 15.4 -0.058 0)A20 Report Units- Pressure: in.wg, Duct lengths: feet, Duct sizes: inch, Airflow- CFM, Velocity: ft./min, Temperature: F Notes- Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. INUITIE)ef (A d(AIV U lfutlr'�. 0 Number of active runouts* 4 Total runout outlet airflow: 1,284 Main trunk airflow- 1,284 Largest trunk diameter: 18.6 RMT -100 Largest runout diameter* 12.9 High Smallest trunk diameter, 9.8 RT -120 Smallest runout diameter: 9.8 High, Low Runout maximum cumulative static pressure loss: 03.047 High, Low Return loss added to supply. 0.122 Total effective length of return ( ft,): 391.2 High, Low Y:\.,.\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM System duct surface area (No Scenario): 180.2' Total system duct surface area. 180.2 hvec is an ACCA approved Manual J and Manual D computer program. Calculations are performed per AC CA Manual J 8th Edition; Version 2, and AC CA Manual D. All computed results are estimates as building use and weather may vary: Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Y:\ .,..\Fireside Plan 50 1.rhv Tuesday, January 28, 2014„ 9:58 AM R2.8 Door- Door -Rear Entry R2.8 Door 17.8 439 0 140 140 R6.2 Door: Door -U=.161 24 267 0 85 85 15B15 -Ow -9, Wall- 1669.8 5,905 0 101 101 15131 5 -Ow -8: Wall -Basement, , framing with R-15 sill to 114.5 404 0 7 7 floor in 2 x 4 cavity, core, no board insulation, plus Infiltration- Winter CFM: 143, Summer CFM: 143 8,903 -3,114 2,066 -1,048 interior finish, wood studs, 8' floor depth 0 0 0 0 Humidification (Winter) 5.87 gal/day: Basement R11-9: Wall -Basement, Custom, Bsmt Wall 1327,3 4,858 0 79 79 R11 Draped Continuous 2,220 2,220 Total Building Load Totals- 51,790 -2,114 12F-0sw: Wall -Frame, R-21 insulation in 2 x 6 stud cavity, 28152 12,626 0 2,065 2,065 no board insulation, siding finish, wood studs 1613-38- Roof/Ceiling-Under Attic with Insulation on Attic 2501 4,487 0 2,991 2,991 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-38 insulation 21 A-32: Floor -Basement, Concrete slab, any thickness, 2 2507Z 3,461 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 32' wide Subtotals for structure: 40,736 0 16,475 16,475 People- 5 1,000 1,150 2,150 Equipment: -2,114 0 1,200 1,200 Lighting- 0 Btuh 0 0 Ductwork: 0 0 0 0 Infiltration- Winter CFM: 143, Summer CFM: 143 8,903 -3,114 2,066 -1,048 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Humidification (Winter) 5.87 gal/day: 2,151 0 0 0 AEG Excursion: 0 0 2,220 2,220 Total Building Load Totals- 51,790 -2,114 23,111 20,997 1,000 CFM Per Square ft.: 5,007 Square ft. Per Ton: 49,567 Total Heating Required Including Ventilation Air: 51,790 Btuh 51.790 MBH Total Sensible Gain: 23,111 Btuh 100 % Total Latent Gain: -2,114 Btuh 0 % Total Cooling Required Including Ventilation Air: 23,111 Btuh 1.93 Tons (Based On Sensible + Latent) RM Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performan data at your design conditions. I Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Atrium: Glazing -.31/,33, u -value 0.31, SHGC 0.33 'iyjr fT R2.8 Door: Door -Rear Entry R2.8 Door 17.8 439 0 140 140 R6.2 Door: Door -U=.161 24 267 0 85 85 151315-0w-9- Wall- 1669.8 5,905 0 101 101 15815 -Ow -8. Wall -Basement, , framing with R-15 sill to 114.5 404 0 7 7 floor in 2 x 4 cavity, core, no board insulation, plus interior finish, wood studs, 8` floor depth Basement R11-9. Wall -Basement, Custom, Bsmt Wall1327.3 4,858 0 79 79 R11 Draped Continuous 12F-Osw: Wall -Frame, R-21 insulation in 2 x 6 stud cavity, 2815.2 12,626 0 2,065 2,065 no board insulation, siding finish, wood studs 168-38- Roof/Ceiling-Under Attic with Insulation on Attic 2501 4,487 0 2,991 2,991 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-38 insulation 21 A-32: Floor -Basement, Concrete slab, any thickness, 2 2507.5 3,461 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 32' wide Subtotals for structure- 40,736 0 16,475 16,475 People: 5 1,000 1,150 2,150 Equipment- 0 1,200 1,200 Lighting: 0 0 0 Ductwork- 0 0 0 0 Infiltration: Winter CFM: 143, Summer CFM: 143 8,903 -3,114 2,066 -1,048 Ventilation: Winter CFM- 0, Summer CFM: 0 0 0 0 0 Humidification (Winter) 5.87 gal/day - 2,151 0 0 0 AFD Excursion: 0 0 2,220 2,220 System 1 Whole House System Load Totals: 51,790 -2,114 23,111 20,997 Supply CFM- 1,000 CFM Per Square ft.: 0.200 Square ft. of Room Area: 5,007 Square ft. Per Ton- 2,862 Volume (W) of Cond. Space: 49,567 Total Heating Required Including Ventilation Air- 51,790 Btuh 51.790 MBH Total Sensible Gain: 23,111 Btuh 100 % Total Latent Gain: -2,114 Btuh 0 % Total Cooling Required Including Ventilation Air: 23,111 Btuh 1.93 Tons (Based On Sensible + Latent) Rhvac is an ACCA approved ffianual J andnTianual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to data at your design conditions. Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Cooling System Type Standard Air Conditioner Outdoor Model: CA13NA030 .... (A,B) Indoor Model: CNPV*3617A**+TDR Tradename: 13 SEER PURON AC Outdoor Manufacturer: CARRIER AIR CONDITIONING AHRI Reference No.: 4541072 Nominal Capacity: 27400 Efficiency: 13 SEER Heating System Type: Natural Gas Furnace Model: 59SC213080S1 7-16 Tradename: Carrier Manufacturer- CARRIER CORPORATION Description: Natural Gas or Propane Furnace Capacity: 75000 Efficiency- 92.1 A Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Calculation Mode: Htg. & c1g. 0.7 Occurrences: Room Length: 1,197.6 t. System Number- um er:Room RoomWidth: 1.0 ft. Zone umber: Area: 1,198.0 sq.ft. Supply Air: Ceiling Height: 10.2 ft. Supply Air Changes: Volume: 12,176.0 cu,ft, Req. Vent. Cfg: Number of Registers: 2 0.047 Actual Winter Vent.: 401 0.047 W -GIs-Atrium hgc-0.33 O%S Percent of Supply.: 0.310 S -GIs-Atrium sh e-0.33 O%S 16 Actual Summer Vent.: Floor -21A-32 1 X 1197.6 1197.6 0.020 Percent of Supply: 21.4 342 lnfil.: Win.: 6.4, Sum., 6,4 Actual Winter lnfil.: 579 AED Excursion: 342 Actual Summer lnfil.; n 1 CFM 0.7 AC/hr 0 CFM 0 CFM 0% 10.2 0 CFM 0% 34.1 6 CFM 6 CFM 10.2 310 0.1 N -Wall-15515-0w-9 8.5 X 101.2 86.4 -0.047 -Wall-151315-0w-9 17.2 X 174.6 0.047 10.2 ,6 122 E -Wall-151315-0w-9 3.3 X 10.2 34.1 6.047 S -Wall-15131 5 -Ow -9 9.2 X 10..2 93.3 0.047 E -Wall- 15131 5 -Ow -9 9.3 X 10.2 94.8 0.047 -Wall-151315-0w-9 12.5 X 10.2 127.1 0.047 E -Wall-151315-0w-910.8 X 10.2 110.1 0.047 S -Wall-1 5BI 5 -Ow -9 41 X 10.2 401 0.047 W -GIs-Atrium hgc-0.33 O%S 16 0.310 S -GIs-Atrium sh e-0.33 O%S 16 0.310 Floor -21A-32 1 X 1197.6 1197.6 0.020 Subtotals for Structure: 21.4 342 lnfil.: Win.: 6.4, Sum., 6,4 159 579 AED Excursion: 342 18.1 Room Totals; 290 1.4 3.6 310 0.1 0 6 .6 626 0.1 0 1 ,6 122 0.1 0 2 3.6 334 0.1 0 6 : .6 340 0.1 0 3.6 455 0.1 0 9 3.6 395 0.1 0 8 .5 1,397 0.0 0 20 21.4 342 36.2 0 579 21.4 342 18.1 0 290 1.4 1,653 0.0 0 0 6,893 0 943 2.483 395 03.578 -138 92 110 7,288 -138 1,145 Tuesday,w 2014, Room Length: 240 5 ft. System Number: Room Width: 1.4 ft. Zone Number: Area: 240.0 sq.ft. Supply Air: Ceiling Height: 10.2 ft. Supply Air Changes: Volume: 2,445.0 cu.ft. ' Req. Vent. Clg: Number of Registers: 1 Actual Winter Vent.:. fit -53 2.485 Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer Ifil.: 1 9.647 1 544 45 CFM 1.1 AC/hr 86.4 CFM Q CFM 9 % 0 CFM 0 % 1.4 CFM 2 CFM 179.7 9.647 3,6 544 15,3 0,047 3.6 55 86.4 0.047 3.6 316 16 0.310 21.4 342 24Ci.5 f}.92Ci 1.4 332 35 2,967 fit -53 2.485 152 a 0.1 0 1 OA C} 1 OA 0 6 36.2 9 579 6.£) 0 0 606 0.572 -53 35 68 -53 7'39 Y:\ ...\Fireside Plan 5961.rhv 'Tuesday, January 28, 2014, 9:56 AM Room Length: 6.3 ft. System Number: 1 422 Room Width: 9.3 ft. done Number: 1 Area: %0 sq.ft. Supply Air: 9 CFM Ceiling Height: 10.2 ft. Supply Air Changes: 0.9 AC/hr Volume: 600.0 cuft Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter lnfil.: 0 CFM Actual Summer lnfil.: 0 CFM Floor -21A-32 1 X 59.1 59.1 0.020 1.4 82 0.0 0 0, Subtotals for Structure: 422 0 7 lnfil.: Win.: 0., Sum.: 0.5 11 2.459 28 0.615 -10 AED Excursion: 1 Room Totals: 450 -10 1 �:\ ...\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 958 A Room Length: 1,010.3 ft. System Number: 1 Roam Width: 1.0 ft. Zone Number: 1 Area: 1,010.0 sq.ft. Supply Air: 133 CFM Ceiling Height: 10.2 ft: Supply Air Changes: 0.8 AC/hr Volume. 10,271.0 cu.ft. Req. Vent. Clg. 0 CFM Number of Registers. 2 Actual Winter Vent.. 0 CFM Percent of Supply.. 0 % Actual Summer Ment.. 0 CFM Percent of Supply. 0 % Actual Winter 1nf:l.. 6 CFM Actual Summer lnfil.: 6 CFM ,1 , -:.r,, � rti•5 } Y1 ul, ,. `a �i 2�\ \Y�,,. � \ x 3 1- $ .:�',,. ��:, Y Y 1 \Y \ , )\lx, .? ,.. } ,. m� � ,} .. 'i, "!\.. � 3. �,��Yr�.��:+�5`�",u�arn: i ,4x' r �„al�"`Utmw.:.�at,U, .5.u„�a•„ 5 ,u�`z;}..�;.3?.,,,.. ,.�;; �,�Gs,,.,,�,x2.,�kwv.n, .Lw., ,d � AWu,»..u,,,....� ..�a.,.r,. .,xi'`a`u5a,�v„�.,, .tY::U�.� w.hw,..�-,.,..��, µ N -Wall-Basement R 11-9 42.3 X 430.5 0.051 3.7 1,x76 0.1 0 26 10.2 F -Wall-Basement R11-9 12.2 X 123.8 0.051 3.7 453 0.1 0 7 10.2 S -Wall-Basement R11-9 12.7 X 128,9 0.051 3.7 472 0.1 0 8 10.2 F -Wall-Basement 811-9 5.2 X 52.6 0,051 3.7 192 0.1 0 10.2 N 'Wall -Basement R11 -9 11.8 X 120.3 0.051 3.7 440 0.1 0 7 10.2 -Wall-Basement RI 1-9 2.8 X 28.8 0.051 3.7 105 0.1 0 2 10.2 S -Wall-Basement R11-9 2.2 X 22x1 0.051 3.7 81 0.1 0 1 10.2 E -Wall-Basement R11-9 9.5 X 96,6 0.051 3.7 354 0.1 0 6 10.2 -Wall-Basement R11-9 25.2 X 256 0.051 3.7 937 0.1 0 15 10.2 W -Wall-Basement R11-9 3.2 X 32.2 0.051 3.7 118 0.1 0 2 10.2 S -Wall-Basement R11-9 3.5 X 35.6 0.051 3.7 130 0.1 0 10.2 Floor -1 A-32 1 X 1010.3 1010.3 0.020 1.4 1,394 0.0 0 0 Subtotals for Structure 6,252 0 79 lnfol.. Win.: 6.4, Sum.. 6.4 159 2.480 395 0.578 -138 92 AFl } Excursion. 18 Room Totals. 6,647 -138 189 Y:E ...\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Room Length: 311.3 ft. System Number: 1 618 Room Width: 1.0 ft. Zone Number: 1 321 Area: 311.0 sq.ft. Supply Air: 161 CFM Ceiling Height: 9.4 ft. Supply Air Changes: 3.3 AC/hr Volume: 2,932.0 cu.ft. Req. Vent. CIg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Percent of Supply.. 0 % Actual Summer Vent.: 0 CFM Percent of Supply:. 0 % Actual Winter Infil.: 15 CFM Actual Summer Infil.: 15 CFM 137.7 15 15 30 12.5 ;311.3 M 0.065 4.5 289 0.065 4.5 618 0.310 21.4 321 0.310 21.4 321 0.310 21.4 642 0.310 21.4 267 0.026 1.8 558 3,507 2.483 954 1 4,461 0.7 0 47 0.7 0 101 36.1 0 .542 36.1 0 - 542 36.2 0 1,085 11.4 0 142 1.2 0 072 0 2,911 _334 221 357 200 230 , -134 3,719 Y:1 ... \Fireside plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Room Length- 235.1 ft. System Number:. 1 4. Room Width:. 1.0 ft Zane Number. 1 1.8 Area: 235.0 s,ft. Supply Air; 44 CFM Ceiling Height: 9A ft. Supply Air Changes. 1.2 AC/hr Volume: 2,136.0 cu.ft. Reg. Vent. Clg. 0 CFM Number of Registers: 1 Actual Winter dent.: 0 CFM Percent of Supply.:. 0 % Actual Summer dent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 9 CFM Actual Summer Irnfil.. 9 CFM .: Subtotals for AED Excursion: Room Totals: 12.1 0.065 4.5 117.2 0.065 4. 16 0.010 21.4 235.1 0.026 1.8 216 2.482 5 526 342 422 1,663 537 Om 0.7 0 0.7 0 66 18:1 0 290 1.2 0 281 0 718 0.578 -188 125 90 -188 933 Y:i ...\Fireside Plan 5061.rhv 'Tuesday, January 28, 2014, 9:58 AM Calculation Mode: Htg. & clg. 1 Occurrences: Room Length: 10.8 ft, System Number: Room Width: 11.2 ft. Zane Number: Area: 121.0 sq.ft. Supply Air: Ceiling Height; 9.1 ft. Supply Air Changes: Volume: 1,099.0 cuft Req. Vent. Clg: Number of Registers: 1 Actual Winter Vent.: Percent of Supply..- upply.:Actual ActualSummer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer Infil.: 1 983 1 441 1 101.4 46 CFM 2.5 AC/hr 0.026 1.8 (AFM 0 CFM 0 % 0 CFM 0% 747 12 CFM 12 CFM E -Wall-1 F-0sw 10.8 X 9.1 983 0.065 4.5 441 S -Wall-12F-Osw 11.2 X 9.1 101.4 0.065 4.5 455 UP-Ceii-1613-38 121 X 1 121 0.026 1.8 217 Subtotals for Structure: -261 173 1,568 Infil.: Win.: 12.0, Sum.: 12.0 301 2480 747 AES Excursion: Room Totals: 2,315 0.7 0 72 0.7 0 74 1.2 0 145 0 865 0.574 -261 173 57 ' -261 1595 Y:\ ...!Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Room Length: 429.5 ft: System Number: Room Width: 1.0 ft. Zone Number: Area: 430.0 sq.ft. ' Supply Air: Ceiling Height. 12.0 ft. Supply air Changes: Volume: 5,154.0 cuft. ` Req. Vent. Clg. Number of Registers: 3 0 Actual Winter Vent.: F -Wall-1 F-0sw 1.5 X 12 18 0.065 Percent of Supply.: 81 0.7 0 Actual Summer Vent.: Wall-12F-0sw 20 X 9.1 181.6 0.065 Percent of Supply: 814 0.7 0 Actual Winter Infil.: W -Gals-Atrium sh cw0. 3 O%S 24.5 0.310 Actual Summer Infil.: N -Wall-12F-Osw 23.5 X 3 70.5 1 4.5 203 CFM 2.4 AC/hr 0 CFM 0 CFM 0 % 0 CFM 0 % 3 CFM 23 CFM N -Wall-12F-Osw 23.5 X 3 70.5 "0.065 4.5 316 0.7 0 52 F -Wall-12F-0sw 17 X 3 51 0.065 4.5 229 0.7 0 37 -Wall-12F-Osw 3.5 X 12 42 0.065 4.5 188 0.7 0 :1 F -Wall-1 F-0sw 1.5 X 12 18 0.065 4.5 81 0.7 0 13 Wall-12F-0sw 20 X 9.1 181.6 0.065 4.5 814 0.7 0 133 W -Gals-Atrium sh cw0. 3 O%S 24.5 0.310 21.4 524 36.:2 0 886 W -Gals-Atrium shgc-0.33 O%S 24.5 0.310 21.4 524 36.2 0 686 W -Gals-Atrium hgc-0.33 O%S 28 0310 21.4 509 36.2 0 1,013 UP -Cell -16.3- 8 429.5 X 1 429.5 0.026 1.8 771 1.2 0 514 Subtotals for Structure: 4,696 0 3,672 Infil.: Win.: 23.4, Sum.: 23.4 585 2.482 1,452 0.576 -508 3:37 AFI.a Excursion: 450 People. 200 tat/per, 230 sen/per: 1 200 230 Room Totals: 6,148 -308 4,689 Y:t ...\Fireside Plan 5061.rhu Tuesday, January 28, 2014, 9:58 AM uaicuiarron o e: mg. & c1g. 1 Occurrences* Room Length: 67.1 ft, System Number: Room Width: 1.0 ft. Zone Number: Area: 67.0 sq.ft. Supply Air: Ceiling Height: 9.1 ft. ; Supply Air Changes: Volume: 699.9 cu.ft. Req. Vent. Clg: Number of Registers: 1 Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer Infil.: S -Wall-12F-i sw 5.7 X 9.1 51.5 9.065 4.5 231 0.7 1 38 1 67.1 0.026 1.8 120 1.2 14 CFM 1.4 AC/hr 6 CFM Infil.: Win.:. 3.3, Sum.: 3.3 CFM 9 °dam 0 CFM €? % Room Totals. CFM -71 CFM S -Wall-12F-i sw 5.7 X 9.1 51.5 9.065 4.5 231 0.7 0 38 UP-Ceil-1613-38 67.1 X 1 67.1 0.026 1.8 120 1.2 684 . Subtotals for Structure. 487 0 140 Infil.: Win.:. 3.3, Sum.: 3.3 82 2.484 203 0.575 -71 47 AED Excursion: 29 Room Totals. 696 -71 267 Y:1 ... \Fireside Plan 5061.rhv Tuesday, January 28, 2614, 9:58 AM Room Length: 134.5 ft. System plumber: 1 Room Width; 1.0 ft. Zone plumber; 1 Area; 134.0 sq.ft. Supply Air: 17 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 0.8 AC/hr Volume. 1,221.03 eu.ft. Req. Vent. Clg. 0 CFM Number of Registers; 1 Actual Winter Vent.. 03 CFM Percent of Supply.; 0 % Actual rummer Vent.: 0 CFM Percent of Supply: 9 % Actual Winter lnfil.: 1 CFM Actual Summer lnfl.; 1 CFM .) ..tt .,., }r \s �` )..,". ,?5r e a t\... Ua t t a'� ".\.. ::w . , .., ii .ti• } „ <: F:t i ,..+!,' a. ... \x a ,., t a;.: , t( ,.. ' . i i ' ,. . iz )� .... r ,R+At a \i. t \ � i, t \ §`til\ � la Y }`xa�... 1 L t l �Lt�, � �... �.. L,.. 1. , 1 } 1 \ t L ,, ... �' �; , ,l� ...., : „ .,, .�;'•' . ..,, a,,; 3.. ,a•3, 1.,, t 'S''a , ,�' ,':, .L\ ,til a. \. ,.. . ... ., a) tn�i:." l,�t , ad .i �,t',., uat\ tit n .; tL,�„'v, ,z. 3 ;� L t t'ti\. ,d�'r;, i ��;twcx' M,�t'. ilii ,...r�„t .wxu4,>tk\.w.r,. va W �.,��utt•„tik.�uvxl�ta,ir „a�..tit«5,�a�,At,.x �u . � ,{w,..,n�..��";%.uw""�.a,.�,.w S -Wall-12F-9sw 3.7 X 9,1 15.5 ,tww.,Xaaa,vw = 1,,.a. S,Uau'aaa ,.,. ,�,„.."��,�1.i awL,u ,.. 0.065 4.5 70 1 , \:,ti,w aV� ull .. a ..,:,a 01 0 it S -boor-R2.8 Moor 2.7 X 67 17.8 0.357” 24.6 439 7.9 0 140 UP -Cell -1613-303 134.5 X 1 134.5 0.026 1.8 241 1.2 0 161 Subtotals for Structure: 756 0 312 ; lnfil..r Win.: 1.3, Sum.: 1.3 33 2.491 83 0.570 -29 19 ' AED Excursion:35 _ Room Totals- 833 -29 366 Y:\ ..,\Fireside Plan 50 1.r1 v Tuesday, January 28, 2014, 9:58 AM Calculation Mode: Htg. & clg. Occurrences- 1 Room Length: 44.0 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 44.01 sq.ft. Supply Air: , 16 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 2.4 AC/hr Volume: 4001.01 cu,ft. Req. Vent. Clg: 0 FM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 4 CFM uaumrer I. A..�itci tlL.Summerfi,.°�: FM CFM a. 4u ' UL { {W7101--l"twWrl" �: . 1tfi . r� 3.2 X 9.1 28.9 .m.+l.Js..1 iun.��,'„�s 0.065 4,5 130 0«' 1 0 21 -Wall-12F-Osw 8 X 9.1 72.6 0.065 4.5 326 0.7 0 5 UP-Cefl®165-38 44 X 1 44 0.026 1,8 79 1.2 0 53 Subtotals for Structure; 535 0 127 Infil., Win.. 4.1, Sum.. 4.1 102 2.482 252 0.571 -88 58 AED Excursion. 20 t Room Totals. 787 -8$ 205 Y:\...\Fireside Pian 5O61.rhv Tuesday, January 28, 2014, 9:58 AM Calculation mode. Htg. & clg. Occurrences: 1 Room Length: 67 ft. System plumber: 1 Room Width: 6.2 ft. Zone dumber: 1 Area: 34.0 sq.ft: Supply Air: 2 CF Ceiling Leight: 9.1 ft. Supply Air Changes: 0.4 AC/hr Volume: 313.0 bu.ft. Req. Vent: Clg: 0 CFM Dumber of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air:. 2 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 22 ft /min. Percent of Supply: 0 °fes Runout Air Velocity: 22 ft./min. Actual Winter lnfil.: 0 CFM Actual Loss: 0.001 in.wg.i100 Actual Summer lnfil.: 0 CFM ft. Subtotals for Structure: 62 0 41 lnfil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 AEC Excursion: Room Totals: 62 0 46 :\ -\Fireside Plan 5061.rhv Tuesday, January 28, 2014, :68 AM Room Length- 997.3 ft. System number: Room Width: 1.4 ft. Zone lumber: Area: 197.4 sq.ft. Supply Air: Ceiling Height: 9.1 ft. Supply Air Changes: Volume: 1,792.9 cu,ft. Req. Vent. Clq: Dumber of Registers: 2 4.426 Actual Winter Vent.: Subtotals for Structure: 4 Percent of Supply.: Infil.: Win.: 15.8, Sura.: 15.8 394 -342 Actual Summer Vent.: AFI4 Excursion: Percent of Supply: People: 244 lat/per, 234 sen/per: 1 244 Actual Winter Infil,: Room Totals: -142 Actual Summer lnfil.: E -Wall-12F-4 w 2.7 X 9.1 24.2 4.465 4.5 1 CFM 2.7 ACS/hr 4 CFM 4 CFM 4 % 4 CFM 4 % 16 CFM 16 CFM E -Wall-12F-4 w 2.7 X 9.1 24.2 4.465 4.5 S -Wall-12-4sw 2.2 X 9.1 19.7 4.465 4.5 i F -Wall-12F-4sw 9.5 X 9.1 663 4.465 4.5 S -Wall-12F-4sw 17 X 9.1 154.4 4.465 4. F -Cls-Atrium shgc-4.33 O%S 24 4.314 21.4 UP-Ceil-168-38 197.3 X 1 197.3 4.426 1,8 Subtotals for Structure: 4 1,234 Infil.: Win.: 15.8, Sura.: 15.8 394 -342 2.481 AFI4 Excursion: 184 People: 244 lat/per, 234 sen/per: 1 244 234 Room Totals: -142 1,871 149 4.7 4 18 88 4.7 4 14 297 4.7 4 49: 692 4.7 4 113 428 36.2 4 723 354 1,2 4 236 ,15 2,464 4 1,234 978 4.576 -342 227 184 244 234 3,438 -142 1,871 Tuesday, January 28, i + Room Length: 111.3 ft. System lumber: 1 257 Room Width: 1.0 ft, Zone Plumber: 1 793 Area: 111.0 sq.ft. Supply Air:: 33 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 2.0 AC/hr Volume: 1,011.0 eu.ft. Reg. Vent. Clg: 0 CFM Dumber of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 2 CF Actual Summer infil.: 2 CFM -Door-R6.2 l+►• i/ Subtotals• AED Excursion: Room Totals: 24 0..161 11.1 267 12 0.310 21.4 257 111.3 0.026 _ 1.8 200 0 793 51 2.466 128 N 3.5 0 85 36.2 0 434 1.2 0 133 t 0 663 0.583 -45 30 4 -45 767 Y-\ .,.\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Room Length: 163.8 ft. System dumber: 1 0.7 Room Width: 1.0 ft. Zone dumber: 1 4.5 Area: 164.0 sq.ft.- Supply Air: 76 CFM Ceiling sleight: 9.1 ft. Supply Air Changes: 3.1 AC/hr Volume: 1,488.0 cu.ft. Req. Vent. CIg: 0 CFM Number of Registers: 2 Subtotals for Structure: Actual Winter Vent.: 0 CFM 2,176 0 Percent of Supply.:. 0 % 2.480 854 Actual Summer Vent.: 0 CFM AED Excursion: Percent of Supply: 0 % 168 People: 200 Iat/per, 230 sen/per: Actual Winter Infil.: 14 CFM 200230 Actual Summer Infil.: 14 CFM F Wall-I2F-0sw 11.8 X 9.1 87.4 0.065 4.5 392 0.7 0 64 S -Wall-12F-Osw 12.9 X 9.1 117.3 0.065 4.5 526 0.7 0 , 86 F -GIs-Atrium shgc-0.33 0%S 20 0.310 21.4 428 36.2 0 723 UP -Cell -1613.38163.8 X 1 163.8 U26 1.8 294 1.2 0 196 Subtotals for Structure: 2,176 0 1,157 Infil.: Win.: 13.8, Sum.- 13.8 344 2.480 854 0.575 -299 198 AED Excursion: 168 People: 200 Iat/per, 230 sen/per: 1 200230 Room Totals: 3,030 99 1,753 Y:4 ...\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:8 AM Room Length: � 67.1 ft. System Number: 1 67.1 O 026 1.8 120 1.2 Room Width: 1.0 ft. Zone Number: 1 230 Area: 67.0 sq.ft. Supply Air: 17 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 1.7 AC/hr Volume- 609.0 cu.ft: Req. Vent, Clg: 0 CLIVI Number of Registers: 1 Actual Winter Vent.,* 0 CFM Percent of Supply.: 0 % Actual summer Vent.: 0 CFM Percent of Supply. 0 % Actual Winter Infil.: 4 CFM Actual Summer Infil.: 4 CFM N -GIs-Atrium sh c -0.33100%S 8 0.310 21.4 171 11.4 0 91 t P-Cell-I6B-38 67.1 X 1 67.1 O 026 1.8 120 1.2 0 80 Subtotals for Structure. 649 9 230 Infil.: Win.: 3.5, Sum.: 3.5 88 2.483 218 0.581 -76 51 AES Excursion -30 _ Room Totals. 867 -76 311 t Y:\ ...\Fireside Plan 5061.rhv Tuesday, January 28, 2614, 9:58 AM Room Length. 12.0 ft. System Dumber: Room Width. 14.5 ft. Zone Dumber: Area; 174.0 s.ft. Supply Air: Ceiling height: 9.1 ft. Supply Air Changes. Volume. 1,581.0 cu.ft. Req. Vent. CIg. Dumber of Registers. 1 Actual Winter Vent.. 1,410 0 Percent of Supply.. lnfil.. Win.. 5.3, Sum.. 5.3 132 2.484 Actual Summer Vent.. 0.577 -114 76 Percent of Supply: Actual Winter lnfil.- 99 People. 200 [at/per, 230 sen/per: Actual Summer lnfil.: 1 15 0.310 21.4 321 45 CFM 1.7 AC/hr 0 CFM 0 CM 0 % 0 CFM 0.025 1.8 % 5 CFM 5 CFM D -Cls-Atrium shgc-0.33 00%S 15 0.310 21.4 321 11.4 0 171 D -Cls-Atrium shgc-0.33 100%4S 15 0.310 21.4 321 11.4 0 171 UP-Ceil-1613-38 174 X 1 174 0.025 1.8 312 1.2 0 208 Subtotals for Structure. 1,410 0 625 lnfil.. Win.. 5.3, Sum.. 5.3 132 2.484 327 0.577 -114 76 AFC Excursion. 99 People. 200 [at/per, 230 sen/per: 1 200 230 Room Totals: 1,737 86 1,030 Y:\ ...\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9.58 AM Room Length: 410.7 ft. System Number: 1 Room Width: 1.0 ft. Zone Number; 1 Area: 411.0 sq.ft. Supply Air: 197 CFM Ceiling Height: 9.1 ft. Supply Air Changes. 3.2 AC/hr Volume. 3,730.0 cu.ft. Req. Vent. CIg: 0 CFM Number of Registers. 3 Actual Winter Vent.: 0 CFM Percent of Supply.. 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 19 CFM Actual Summer Infil.: 19 CFM W-WaII-12F-Osw 1 «3 X 9,1 86.5 0.065 4.5 383 0« 0 64 N -Wall- 1 2F-Osw 32 X 9,1 260.6 0.065 4.5 1,180 0.7 0 101 S -Wall-12F-Osw 8.4 X 9.1 52.5 0.065 4.5 235 0.7 0 39 ; W -tats-Atrium sh e-0.33 O%S 15 0.310 21.4 321 36.1 0 542 W -tats-Atrium hgc-0.33 O%S 15 0.310 21 A 321 36.1 0 542 N -tats-Atrium shgc-0. 1 00%S 15 0.310 21.4 321 11.4 0 171 N -tats-Atrium shg-0.33 100%S 15 01.310 21.4 321 11.4 0 171 S -tats-Atrium shgc-0.33 O%S 24 0.310 21.4 513 18«1 0 434 , UP -Cell -165-38 410.7 X 1 4107 0.026 1.8 737 12 0 491 Subtotals for Structure. 4,326 0 2,645 Infil.: Win.: 19.3, Sum.:. 19.3 484 2.482 1,200 0.575 -420 278 AEia Excursion: 438 Equipment: _ 0 1,200 Room Totals: 5,526 -420 4,561 Y:! ...\Fireside Plan 5O61.rhv Tuesday, January 28, 2014, 9:58 AM I Rec Rm 1,198 7,288 146 7,7 1,145 -138 64 146 BR 4 240 2,239 45 7 709 -53 39 4 Bath 4 59 450 9 4 - 15 -10 1 9 4 Mechl Lint Stor 1,010 6,647 133 7,7 189 -138 11 133 5 Master Bedroom 311 4,461 89 7,7,7 m 3,719 -1:34 297 161 6 Master Bath 235 2,200 44 7 933 -188 52 44 WIC 123 2,315 46 6 595 -261 33 46 Great Room 434 6,148 12.3 7,7,7 - 4,689 -308 261 203 9 Laundry 67 690 14 4 - 207 -71 12 14 10 Mud Room 134 833 17 4 366 -29 20 17 11 Bath 3 44 787 16 4 _ 205 -88 11 16 12 PR 34 62 1 11-4 22 45 0 3 2 13 BR 3/Opt Study 197 3,438 69 6,6 - 1,871 -142 104 81 14 Entry ill 921 18 5 - 767 -45 43 33 15 BR 2 164 3,030 61 6,6 - 1,753 -99 98 76 16 Bath 2 67 867 17 4 - 311 -76 17 17 17 Dining/Opt 174 1,737 35 5 - 1,030 86 57 4 Study 2 18 Kitchen/Nook 411 5,526 111 7,7,7 4,561 -420 254 197 Humidification 2,151 System 1 total 5,007 51,790 993 23,311 -2,114 1,285 1,000 System 1 Main Trunk Size: 25x30 in. Velocity. 577 ft./min Loss per 100 ft.. 0.031 in.wg RunoutDuct size results above are from Manual D Ductsize except where indicated otherwise. duct velocitiesprinted from Manual D Ductsize since they can vary within the room. See the Manual D Ductsize report for duct velocities and other data. Indicates duct sized with w built.in duct sizing rather than with Manual D Ductsize. j �� 2.28 100%/0% ONNINNINUMN Natural Gas Furnace BOi. w 27,400 Carrier Natural Gasor orFurnace 92.1 AFUE 0 W IIII • IIF iF il! A MY4 Wim Y.\ ...\Fireside Plait 5061.rhv Tuesday, January 28, 2014, 9.58 AM '17 1M 70 WNWIM"', 'R Re lifti"A"U'', h OPMM Sm h "t"W04 "M ..... ...... . Burlc rrt Rotation Rqpql All rotation degree values in this report are clockwise with respect to the project's original orientation. Building orientation as entered (zero degrees rotation): Front door faces East At least one system with its System Air Type input set to Fixed was changed to Auto during the building rotation. If you want to change this behavior uncheck the option on the General tab of the Select Reports dialog called "Always use Auto for System Air Type for Building Rotation Report." System 1: Zone 1: I Rec Rm *146 146 146 146 146 146 146 146 7,7 2 BR *45 45 45 45 45 45 45 45 7 3 Bath 4 *9 9 9 9 9 9 9 9 4 4 Mech/ Unf Ston *133 133 133 133 133 133 133 133 7,7 5 Master Bedroom *207 170 122 165 192 182 144 194 7,7,7 63 6 Master Bath 52 61 63 53 44 53 63 * 7 7 WIC *46 46 46 46 46 46 46 46 6 8 Great Room *261 201 130 190 236 212 158 231 7,7,7 9 Laundry *14 14 14 14 14 14 14 14 4 10 Mud Room *20 19 18 18 18 18 18 20 4 11 Bath 3 *16 16 16 16 16 16 16 16 4 12 PR *3 2 2 2 2 2 2 2 1-4 13 BR 3/Opt Study *104 93 74 88 94 82 69 89 6,6 14 Entry *43 37 26 35 39 31 22 34 5 15 BR 2 *98 87 68 82 88 76 61 83 6,6 16 Bath 2 17 23 *27 24 19 24 27 24 4 17 Dining/Opt Study 2 57 80 *93 84 63 84 93 82 5 18 Kitchen/Nook 254 266 253 254 231 263 265 *283 7,7,7 Indicates highest CFM of all rotations. 4 *1 .93 450 Southeast 1,193 21,454 -2,114 1.79 900 South 1,003 18,027 -2,114 1.50 1350 Southwest 1,139 20,478 -2,114 1.71 1800 West 1,171 21,052 -2,114 1.75 2250 Northwest 1,181 21,236 -2,114 1.77 270" North 1,057 19,012 -2,114 1.58 3150 Northeast 1,275 22,920 -2,114 1.91 Indicates highest value of all rotations. Y:\ ... \Fireside Plan 5061 rhv Tuesday, January 28, 2014, 9:58 AM I 1 E 0 m East Southeast South Southwest West Northwest North Northeast Direction Front door Faces Y:\...\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM v1UJt;1'L lluv. oiditudiu rdumu r-trestue rian ovot Designed By: Bob Guenther Project Date: Monday, January`27, 2014 Client Name: Standard Pacific Company Name: Smith And Willis Heating And Air LLC Company Representative- Bob Guenther Company Address: 8450 Rosemary Company City: Commerce City, CO 80022 Company Phone: (303)688-4487 X-102 Company E-Mail Address: bob@smithandwillis.com "Ref6re Building Daily Temperature Range: High Latitude: 39 Degrees Elevation: 5476 ft. Altitude Factor: 0.817 Outdoor Outdoor Outdoor Indoor Indoor Grains Pry-Bulb Wet Bulb Rel.Hurn Rel.Hurn _Dry Bulb Different e Winter; 1 0.21 81% 30% 70 34.18 Summer- 91 59 15% 50% 75 -39 B ildin Total Supply CF I. 1,t3fiC1 CFM Per Square ft,. Q.2CIt} Square ft. of Room Area: 5,007 Square ft. Per Ton: 2,862 Volume(ft3) of Cond, Space.- 49,567 Total Sensible Gain: 23,111 Btuh 100 % Total Latent Gain: -2,114 Btuh 6/ Total Cooling Required Including Ventilation Air- 23,111 Btuh 1.93 Tons (Based On Sensible + Latent) nnvac is an AUUA approvea alanual i anct ir Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Y-\ .. \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Summer: 91 59 15% 50% Main Trunk Runouts Calculate: Yes Yes Use Schedule:: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 fit.. 0.1000 in wg./100 It. Minimum Velocity: 650 _ft./min 450 ft./min Maximum Velocity: 900 ff./ruin 750 ft /miry Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. gg � �. ' i ,,.....�.,a;a,...,w,.,,,«..ae:.,ns,au".Y:..w' ..,,......w,a„.„ ».,..a......... a_..,,..,..,..,.,�.....;,,,.,..,..i, ....., ..., �� M .......„». Winter .,...aw,.,u:Wi,a ................,.,..,..u...,.,w*,:F....w.,.,...,.. ...,,m,.... W Summer Infiltration Specified. 0.250 AC/hr 0.250 AC/hr 113 CFM 113 CFM Infiltration Actual. 0.316 AC/hr 0.316 AC/hr Above Grade Volume.. X 27 204 Cu.ft. X 27 204 Cu.ft. 6,610 Cu.ft./hr 8,610 Cu-ft./hr 0.0167 C 0.0161 Total Building Infiltration: 143 CFM 143 CFM Total Building Ventilation: 0 CFM 0 CFM ___System 1 --- Infiltration & Ventilation Sensible Gain Multiplier: 14.39 (1.10 X 0.817 X 16.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: -21.70 = (0.68 X 0.817 X -39.04 trainsDifference) Infiltration & Ventilation sensible Lass Multiplier: 62.04 = (1.10 X 0.817 X 69.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr (113 CFM) Summer Infiltration Specified: 0.250 AC/hr (113 CFM) Y:\ ._,\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 A Y-\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Net, %2-, Sen, Lat NO Sen ->Ys -> Y& ".1ys, Duct! Scope Tori /Tori Area,, Gain: Gaini Gain= Loss, lftg� clgl� Act' Size CM CM" CEM;i Building 1.93 2,862 5,007 23,111 -2,114 23,111 61,790 993 1,000."1"000 System 1 1.93 2,862 5,007 23,111 -2,114 23,111 51,790 993 1,000 1,000 25x10 Humidification 2,151 Zone 1 5,007 23,111 -2,114 23,111 49,639 993, 1,000 1,000 10X17' I-Rec Rm 1,198 1,145 -138 1,145 7,288 146 50 146 7,71, 2-BR 4 240 709 -53 709 2,239 45 31 45 7�, 3-Bath 4 59 15 -10 15 450 9i 1 9 4 i 4-Mech/ Unf Stor 1,010 189 -138 189 6,647 133 8 133 7,71 5-Master Bedroom 311 3,719 -134 3,719 4,461 89 161 161 7,7,7 i 6-Master Bath 235 933 -188 933 2,200 44 40 44 7 TWIC 121 595 -261 595 2,315 46 26 46 6 8-Great Room 430 4,689 -308 4,689 6,148 123 203 203 7,7,7 9-Laundry 67 207 -71 207 690 14 9 14 4 10-Mud Room 134 366 -29 366 833 17 16 17 4� 11 -Bath 3 44 205 -88 205 787 16 9 16 41 Not MDD : 12-PR 34 45 0 45 62 1 2 2 1 13-BR 3/Opt Study 197 1,871 -142 1,871 3,438 69 81 81 6161 if 14-Entry 111 767 -45 767 921 18 33 33 i 15-BR 2 164 1,753 -99 1,753 3,030 61 76 76 6 6 16-Bath 2 67 311 -76 311 867 17 13 17 41 i 17-Dining/Opt Study 2 174 1,030 86 1,116 1,737 35 45 45 5 18-Kitchen/Nook 411 4,561 -420 4,561 5,526 Ill 197 197 7,7, 1 Sum of room airflows maybe greater than system airflow because systep� room airflow option he " greater of heating or c tin .. . ...... . ... . ... ... Y-\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM -Duct Name: SCAT -100, Feeds Into: Mech/ Unf Stor, Fitting: 1-01, Effective Length: 128.5 0.0003 Trunk 0.0003 16.9 577 0.000 Up: Fan 55 25 0.031 0:039 Rect 0.8 10 127.7 0A19 Presize 1,001 4.9 0.259 0.541 ---Duct Name: ST -110, Feeds Into: Rec Rm, Effective Length: 2.0 Trunk 0.0003 Trunk 0.0003 16.9 415 0.000 Up: SMT -100 55 25 0.017 0.000 Rect 2.0 10 0.0 0.000 Presize 721 11.7 0.259 0.541 --Duct Name: ST -120, Feeds Into: Mech/ Unf Stor, Effective Length: 2.2 Trunk 0.0003 12.9 373 0 000 Up: SMT -100 128 14 0.016 0.000 Rect 2.2 10 0.0 0.000 Presize 363 87 0.259 0.541 --- Duct Name: SR -100, Supplies: Great Room, Fittings: 4-G, 2-1, Effective Length: 53.7 Runout 0.0003 7 254 0.000 Up: ST -130 55 5.4 0.017 0.009 Rnd 0.3 7.7 533 0.009 Presize 68 0.6 0.245 0.555 Runout 0.0003 7 254 0.001 Up: ST -140 55 5.4 0.017 0.013 Rnd 7.3 7.7 75.4 0,014 Presize 68 13.4 0.240 0.560 -Duct Name: ST -130, Feeds Into: Rec Rm, Effective Length: 1.0 Trunk 0.0003 15.2 97 0.000 Up: ST -140 55 20 0.001 0.000 Rect 1.0 10 0.0 0.000 Presize 134 5 0.254 0.546 Runout 0.0003 7 254 0.002 Up: ST -150 55 5.4 0.017 0.014 Rnd 123 7.7 80.9 0.016 Presize 68 22.6 0.238 0.562 -Duct Name: ST -140, Feeds Into: Rec Rm, Effective Length: 0.8 Trunk 0.0003 15.2 241 0.000 Up: ST -150 55 20 0.007 0.000 Rect 0.8 10 0,0 0.000 Presize 334 4.2 0.254 0.546 Y-.\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM --_Duct Name: SR -130, Supplies: Master Bedroom, Fittings: 4-G, 2-1, 8-A2, 8-A2, Effective Length: 110.5 Runout 0.0003 7 202 0.004 Up: ST -160 55 5.4 0.012 0.009 Rnd 30.5 7.7 80.0 0.013 Presize 54 55.9 0.242 0.558 -Duct Name: ST -150, Feeds Into: Rec Rm, Effective Length: 0.8 Trunk 0.0003 15.2 289 0.000 Up: ST -160 55 20 0.010 0,000 Rect 0.8 10 0.0 0.000 Presize 402 4.2 0.254 0.546 Duct Name: SR -140, Supplies: Master Bedroom, Fittings: 4-G, 2-1,8-A2, 8-A2, Effective Length: 122.5 Runout 0.0003 7 202 0.005 Up: ST -170 55 5.4 0.012 0.009 Rnd 42.5 7.7 80.0 0.014 Presize 54 77.9 0.240 0.560 ---Duct Name: ST -160, Feeds Into: Rec Rm, Effective Length: 0.8 Trunk 0,0003 15.2 351 0.000 Up: ST -170 55 20 0,014 0.000 Rect 0.8 10 0,0 0.000 Presize 487 4.2 0.255 0.545 --Duct Name: SR -150, Supplies: Master Bedroom, Fittings: 4-G, 2-1, Effective Length: 99.7 Runout 0.0003 7 202 0.004 Up: ST -280 55 5.4 0.012 0.008 Rnd 33.7 7.7 66.1 0.012 Presize 54 61.7 0.243 0,557 ---Duct Name: ST -170, Feeds Into: Rec Rm, Effective Length: 0.8 Trunk 0.0003 15.2 390 0.000 Up: ST -280 55 20 0.017 0.000 Rect 0.8 10 0.0 0.000 Presize 541 4.2 0.255 0.545 ---Duct Name: SR -160, Supplies: Master Bath, Fittings: 4-G, 2-1, Effective Length: 78.9 Runout 0.0003 7 165 0.002 Up: ST -260 128 5.4 0.007 0.004 Rnd 25,8 7.7 53.1 0.006 Presize 44 473 0.250 0,550 Y:\...\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM -Duct Name: ST -180, Feeds Into: Rec Rm, Effective Length: 1.7 Trunk 0.0003 15.2 446 0.000 Up. ST -260 55 20 0.021 0.000 Rect 1.7 10 0.0 0.000 Presize 620 8.3 0.255 0.545 --Duct Name: SR -170, Supplies: WIC, Fittings: 4-G, 2-1, 8-A2, 8-A2, Effective Length: 112.6 Runout 0.0003 6 234 0.007 Up: ST -250 128 4.7 0.017 0<012 Rnd 42.2 6.6 70.4 0.019 Presize 46 66.2 0.238 0.562 --Duct Name: ST -190, Feeds Into: Rec Rm, Effective Length: 1.8 Trunk 0.0003 16.9 395 0.000 Up: ST -250 55 25 0.016 0.000 Rect 1.8 10 0.0 0.000 Presize 686 10.7 0.257 0.543 --Duct Name: SR -180, Supplies: Kitchen/Nook, Fittings: 4-G, 2 -1,8 -A2,8 -A2, Effective Length: $0.9 Runout 0.0003 7 247 0.002 Up: ST -130 55 5.4 0.017 0.011 Rnd 13.3 77 67.6 0.013 Presize 66 24.4 0.241 0.559 --Duct Name: SR -1 90, Supplies: Kitchen/Nook, Fittings: 4-G, 2-1, 8-A2, 8-A2, Effective Length: 97.2 Runout 0.0003 7 247 0.004 Up: ST -140 55 5.4 0.017 0.012 Rnd 22.3 7.7 74.9 0.016 Presize 66 40.9 0.238 O.562 --Duct Name: SR -200, Supplies: Kitchen/Nook, Fittings: 4-G, 2-1, Effective Length: 75.6 Runout 0.0003 7 247 0.003 Up: ST -140 55 5.4 0.017 0.010 Rnd 15.3 7.7 60.3 0,012 Presize 66 28.1 0.242 0.558 --Duct Name: SR -210, Supplies: Dining/Opt Study 2, Fittings: 4-G, 2-1, Effective Length: 63.3 Runout 0.0003 5 330 0.006 Up: ST -120 55 3.9 0.042 0.020 Rnd 14.8 5.5 48.5 0.027 Presize 45 19.4 0.232 0Z68 --Duct Name: ST -200, Feeds Into: Mech/ Unf Stor, Effective Length: 6.8 Trunk 0.0003 12,9 320 0.001 Up: ST -120 128 14 0.012 0.000 Rect 6.8 10 0.0 0.001 Presize 311 27.3 0.258 0Z42 Y:\.,,\Ffireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM RimNOTES OF r 0 x us mm Lo -n �aT� 0 ?13koAm SETBACK DI I14 smMR k > G. w 's. cs Ic Ilk Pp ca - ct + IFIz ►` t s I �. t � 69.6' cl 6.0ps es °` Fj R € 6,' v +# tai 66N t 4 DD to X ° ! X4.4'69.3 6.7 .' 3.' 46,4" »' Ro CD .' 1 ca M+ `. 24,4' ..65.x' -oft 4 t ' `` ` c r 6'U ro- Ap .. Q >89I'`4 4. ' ' UES , HN /,O_ � f N LOT 16 ` BLOCK w, 1 •yr � ... a "'" t� ..,.- w.... NOTES OF T r" CONCERN. Cw ....�.^.^ :g: ca tQ61 w r�z 4 f;� > ,rt z a ol SETBACK Z, vo DIMENSIONS: a M , r- 3 x �' > T pm e> .7' h5 .. z 0 -- •+ 61 z � >� If 6 S k� r Sy > k 01 d4 t! 3 ca± sr SPECIFICATIONS: LEGEND: Ul IM dt..') ".d _q > > rn m S �„a 'C 0 i -,!1 Y "Ct M --i Z .» CYi "" ri u} cn ( z rZwa r*{ --d _~x # a, V, tr,.r, z ` 4� e 153 , J5 tt} U c#i > F� i r 15 C7 ns tv�aal fid ;^j C.. w.•{ ..�: .�.,.` "� G.� <" (-'tee iso w vZ"'a .w r s 0 t«.3cn '1�1'8 " C' * N Ttr 1 •yr � ... a "'" t� ..,.- w.... F"? #-'»•'}p"--# "fit fl� LAI M u^s ` `�t €ate z. r IM' M co F r = 7 r� C 1. u ' a. ...: '7 P 4 C.:• 5' Lt E r' tiff's". +Ms�f V U) 0 0 `3 Uo 1w. � 4 ., p"1 0 s� - .. i'2'`" 42.00' m 0 COMMENU LOIF 16 BLOCK El w Cw ....�.^.^ .,...w ..�..,... tQ61 ol a M 3 x pm r #}i .7' 61 If 6 S co 01 Ul IM dt..') r, -7 F"? #-'»•'}p"--# "fit fl� LAI M u^s ` `�t €ate z. r IM' M co F r = 7 r� C 1. u ' a. ...: '7 P 4 C.:• 5' Lt E r' tiff's". +Ms�f V U) 0 0 `3 Uo 1w. � 4 ., p"1 0 s� - .. i'2'`" 42.00' m 0 COMMENU LOIF 16 BLOCK El T NOTES OF CONCERN: 0 T, 12 C� 51 ton rl PO C) SETBACK Z cn x DIMENSIONS: 0 0 z m -0 > Ln >3 t13 > W 61. 61 �06 20 ' M Poz 0 b, 69.6 2 6.0* (0 SPECIFI CA11ONS: LEGEND: -n x p r>- Cik 0 > > (n 7� > > T �Q rn z mm fl 61 rn A 0 0 -i-640,45 ,Z m"m to 00 rn tp 0 0 1 "JI CQ 0 61" m 3: ;v I'M x 3 0 (Z vii i. 6 67,5 x !-c' > 8,5' 46,4' rl CA a) rn > A, On -All 0 > 12�8' (n z z Z 01 C z > 0 0 0 F 2 OV 4 1,3' V 139 r rn rn" m to Q, k ta jz ";5 z to 0 N 5' UE/DE' r- 0 r tS-3N\ Lo.()BS I W m 0 01 r— Jk 0 0 DATE. COMMENTS. _C' 6 BIL 0 C IN/ 2"' ESE I I 0 PO C) x m Ln 61. 61 ' ---- - - ----- b, 69.6 2 6.0* (0 - Qn 12.3 -n x p r>- Cik �Q rn z mm fl 61 61 to 00 rn tp 0 0 1 61" I'M x 3 i3 1.0, i. 6 67,5 x !-c' > 8,5' 46,4' CA > > 12�8' 01 r, 2 OV 4 1,3' V 139 5' UE/DE' I W m 0 01 r— Jk 0 0 DATE. COMMENTS. _C' 6 BIL 0 C IN/ 2"' ESE I I 0 rD�o -M (n > cr -0 VD 0 G) E < R 3 CD m m ) 74 cr CL T CD It x z 57 57 X C> x < m C) 0 -4 z -4 - 4 X 0) 00 CO C> -4 0 0 0 0 M CD x 0 M 0 V N 44 > z 0 =r CO0 c =r CD ;7 0 44 � -- - ------ -- 0 cr U) Oi Ol 0 0 T CL 0 C) Im 0 P . ...... .. ......... .. --- ..... ..... AN, S? co C> 0 0 x In dQ C'n ( tM 0 C5 CL!; to co 00 X (> 0-A toto 0 "n -4 'CA x x 0 0 -4 0 (4 C4 cc 00 11 Oo M 0 "n 0 o o b b x X X .P. p. 1B • A i R • ! U * ! 0 0 �wy3 � C • • /*new � a tiV art y co CT CL " 1�'1Vy� 4 W ( R T i : T rt � � • A i R • ! U * ! 0 0 �wy3 � C • • /*new � a tiV art y co CT CL " 1�'1Vy� 4 W ( x T rt � � • A i R • ! U * ! • 11! t C • • • • • A City of W3.6atR I d C ,,,�g COMMUNny DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303,235.2846 F: 301235,2857 March 20, 2014 OFFICIAL ADDRESS NOTIFICA Z2IR!EAjMNMP CODE CORRECTION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: PROPERTY OWNER(S): Standard PaciFic of Colorado Inc. A Delaware Ca ration OLD ADDRESS: None '90 abor Cr. Wheat Ri d e Co '0033 '0 NEW ADDRESS: 3 "0 't'ab � or Ct. 80033 Block 1_ Lo t25 3870 ab I or Ct. 80033 033 3 60 1, ab 8 or Ct Ile t Ri e C W 0�810033 80033 3 5 Ta b or 8 0 T or Cr. Ct W heat R i C e 081 Blac o 'oc t 2 8 Block 1 -Lor 6 3801 Taft Ct. Wheat Rtd e C{ 3 3830 T abor Ct. Tab block l _ I of 3819 `Taft Ct, Wheat I2id e CC) 3 Black 1 Lor 9 3829 Taff Ct. Wheat Rzd CC 3 Black t -Lot 10 3839 "Taft Ct. Wear Rid e CC? 33 Stock l _Lot 11 384 Tafr Ct. Wheat Rid e C) 33 Black 1 -Lor 12 38E9 Tafil Ct. Wheat laid >e C( 33 33 Block I Lot t4 3889 Taft Ct. Wheat Rid e CCU 33 'oc "o' '90 abor Cr. Wheat Ri d e Co '0033 '0 Block I - Lot 4 3 "0 't'ab � or Ct. W heat: e R id 80033 Block 1_ Lo t25 3870 ab I or Ct. Wheat Ri e 0 80033 C B l ack 1 Lot 26 3 60 1, ab 8 or Ct Ile t Ri e C W 0�810033 S to c k Lot .1 1 7 3 5 Ta b or 8 0 T or Cr. Ct W heat R i C e 081 Blac o 'oc t 2 8 384 Ta b 0 or Ct' t R ea 80 0 0033 d e �Q� : Mac k 2 I -ot 9 3830 T abor Ct. Tab i Co hea R �e 33 �( 8 � �ock I Lot 30 38 0 or Ct Wheat Co e R id 80�033 3 Black 2 - Ilot 3 383E `Taft Ct. Wheat. Rid e CCU 80033 Black 2 - Lat 4 3848 Taft Ct. Wheat Rid e fC} 3 3 33 WWWA-Wheatridgexo.us I 1] IM1 4 JIM I I I 101 (Block l,ot 1 2 3871 Tabor Q. Wheat Rid (Block 2 – Lot 13) 3861 Tabor Ct.,Wheat Ridge, co 8o033 Block 2 -• -Lot 14 3851 Taber Ct. Wheat Rid e CC) 80033 (Block 2 -.- Lot 15113841 Tabor Ct,,Wheat Ridg cO 80033 fRIA01- I – T tit I Al 'A R I I 'rnl nr Of 1X71-4 DA,.- f^t onlill SUIRDIVISION: Doud Overlook Subdivision aka Fireside at Youn field Subdivision LOT(S): KEY: SECTION: — JEFFERSON COUNTY RECEPTION #: 2013143668 9mmmusm NOTES: This is a courtesy notification, AUTHORIZED BY. DATE: JUL-11timu NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: DATE: R69W 601 ALUM. PPE W/ 3 -1/4 GRASS CAR EO STAMP LS 13212' N RANK 8O% PONT 14109 N-708326.7466 E- 1025512566 T35, P.2' I I I I 1 I i I I I I I� i� 1 I, M la IY� IW I I LOT 11 3819 0710 38M P p TV s s O 11858 11842 11828 NEST 39TH PLACE 0 2 1871 11851 RP 11831 G 2 11811 • 0 0 o s 398 H.O.A. C 3881 LOT 7 LOT 12 3884 3871 LOT 6 LANDSCAPING 3872 LOT 13 3881 LOT 5 C 3550 LOT 14 I 3851 3821 LOT 4 3848 LOT 15 3841 LOT 3 3836 1 <\ 1 0 LOT 22 11810 TRACT 8 E. 1/4 CORO" SEC. 20 T35, R69W 6TH P.Y. S AIW. i'Pf W/ 3 !BASS CAP l STAIIREEI ,313=13- N RAHOE E01 05310 ADDRESS PLAT PONT 14209 11212' N 9 RA" 0.1 a•0 DOUD OVERLOOK SUBDIVISION FILING NO. 2 BEING A REPLAT OF A PORTION OF DOUD OVERLOOK SUBDIVISION, --� LOCATED IN THE WEST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20 AND THE WEST HALF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 29, `s TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, I CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 48 LOTS, 5 TRACTS & PUBLIC R.O.W. — 14.872 ACRES I 1 r 1 LOT 23 3890 1 rI �1 I TRACT USE I A 1 HO.A LOT 16 3831 1 H.O.A. C t UTUTE3 LOT if D UTRITES DRAINAGE k EYEROENCY ACCESS LOT 2 E LANDSCAPING N.O.A. TRACT C 3889.5 LOT 14 C 3m I 3824 3821 LOT 24 3880 h LOT 25 3870 M I LOT 26 3880 LOT 27 3850 LOT 28 3840 LOT 29 3830 1 * I LOT 17 - - - - * I j I 1 3812 11831 O M LOT 8 LOT 1 _ LOT 30 MI 3819 O 11871 3820 1 C I y8T11 PU►_�� POINT a T LS ,ea7 _r LOT 7 w -' TW •1RACT 0 LOT 31 + Lr 11820 t — 'a UN v K I? 3610 BRASS CAP y1p 11880 c r�oR7risioo 1331:• N RANK NI2 I 11890 11880 1 N- 7056727126 E- 1025618715 I 3801 W N O 3800.5 1RACT SE 1/4 SEC. 20� CAP 1 0 of ��` `� 1M►Tf �— _—J DD05TM0 \ I I2' LIB I N I I 1 I I IR TRACT USE TABLE TRACT USE OWNER A LANDSCAPING HO.A 8 DETEMI110H POND k VTMUTES H.O.A. C t UTUTE3 H.O.A. D UTRITES DRAINAGE k EYEROENCY ACCESS H.O.A. E LANDSCAPING N.O.A. 1 N N.O.A. -HOME OWNERS ASSOCIATION 1� I I I IEOE10 1 Nlocx ,RrLR SICWaR COINER R4W. RMT -OF -MY "ammy Lm LOT LINE 0057N0 PLATS rz:71cm uw ROAD O911ER Lm I x I 1 -4 POINT Of OMSV ICDIENT BE CORRNf SEC 20 TM. RRf 6TH P.Y. AWL PPE W/ 3-1/4 BRASS CAP STATED. %S 13512' N RANK BOX PONT ism — — N-705701.5458 E.1052301675 I I— 'SCALE: 1" - 60' CPI Vry.AL tPAOM: _:..LI DEVELOPER ENGINEER \SURVEYOR rlr`■rsn.�6 *"DAIQDPACtfjcHomjs CA RROLL& LA NGE- MA N HARD •/•RV6,Nro anLelA1►a aoYRWPn V A .P. a •et1`..- ��ira: �WriWR.i...�ow1• LOT 16 i LOT 17 11874 ' 1182'0 LOT 16 { I 3901 I 11900 I I LOT 15 V 3899 1 1 I TRACT C 3889.5 LOT 14 1 I 3WO I f LOT 13 j 3879 LOT 12 i � � "� d 3889 I City of W3.6atR I d C ,,,�g COMMUNny DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303,235.2846 F: 301235,2857 March 20, 2014 OFFICIAL ADDRESS NOTIFICA Z2IR!EAjMNMP CODE CORRECTION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: PROPERTY OWNER(S): Standard PaciFic of Colorado Inc. A Delaware Ca ration OLD ADDRESS: None '90 abor Cr. Wheat Ri d e Co '0033 '0 NEW ADDRESS: 3 "0 't'ab � or Ct. 80033 Block 1_ Lo t25 3870 ab I or Ct. 80033 033 3 60 1, ab 8 or Ct Ile t Ri e C W 0�810033 80033 3 5 Ta b or 8 0 T or Cr. Ct W heat R i C e 081 Blac o 'oc t 2 8 Block 1 -Lor 6 3801 Taft Ct. Wheat Rtd e C{ 3 3830 T abor Ct. Tab block l _ I of 3819 `Taft Ct, Wheat I2id e CC) 3 Black 1 Lor 9 3829 Taff Ct. Wheat Rzd CC 3 Black t -Lot 10 3839 "Taft Ct. Wear Rid e CC? 33 Stock l _Lot 11 384 Tafr Ct. Wheat Rid e C) 33 Black 1 -Lor 12 38E9 Tafil Ct. Wheat laid >e C( 33 33 Block I Lot t4 3889 Taft Ct. Wheat Rid e CCU 33 'oc "o' '90 abor Cr. Wheat Ri d e Co '0033 '0 Block I - Lot 4 3 "0 't'ab � or Ct. W heat: e R id 80033 Block 1_ Lo t25 3870 ab I or Ct. Wheat Ri e 0 80033 C B l ack 1 Lot 26 3 60 1, ab 8 or Ct Ile t Ri e C W 0�810033 S to c k Lot .1 1 7 3 5 Ta b or 8 0 T or Cr. Ct W heat R i C e 081 Blac o 'oc t 2 8 384 Ta b 0 or Ct' t R ea 80 0 0033 d e �Q� : Mac k 2 I -ot 9 3830 T abor Ct. Tab i Co hea R �e 33 �( 8 � �ock I Lot 30 38 0 or Ct Wheat Co e R id 80�033 3 Black 2 - Ilot 3 383E `Taft Ct. Wheat. Rid e CCU 80033 Black 2 - Lat 4 3848 Taft Ct. Wheat Rid e fC} 3 3 33 WWWA-Wheatridgexo.us I 1] IM1 4 JIM I I I 101 (Block l,ot 1 2 3871 Tabor Q. Wheat Rid (Block 2 – Lot 13) 3861 Tabor Ct.,Wheat Ridge, co 8o033 Block 2 -• -Lot 14 3851 Taber Ct. Wheat Rid e CC) 80033 (Block 2 -.- Lot 15113841 Tabor Ct,,Wheat Ridg cO 80033 fRIA01- I – T tit I Al 'A R I I 'rnl nr Of 1X71-4 DA,.- f^t onlill SUIRDIVISION: Doud Overlook Subdivision aka Fireside at Youn field Subdivision LOT(S): KEY: SECTION: — JEFFERSON COUNTY RECEPTION #: 2013143668 9mmmusm NOTES: This is a courtesy notification, AUTHORIZED BY. DATE: JUL-11timu NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: DATE: R69W 601 ALUM. PPE W/ 3 -1/4 GRASS CAR EO STAMP LS 13212' N RANK 8O% PONT 14109 N-708326.7466 E- 1025512566 T35, P.2' I I I I 1 I i I I I I I� i� 1 I, M la IY� IW I I LOT 11 3819 0710 38M P p TV s s O 11858 11842 11828 NEST 39TH PLACE 0 2 1871 11851 RP 11831 G 2 11811 • 0 0 o s 398 H.O.A. C 3881 LOT 7 LOT 12 3884 3871 LOT 6 LANDSCAPING 3872 LOT 13 3881 LOT 5 C 3550 LOT 14 I 3851 3821 LOT 4 3848 LOT 15 3841 LOT 3 3836 1 <\ 1 0 LOT 22 11810 TRACT 8 E. 1/4 CORO" SEC. 20 T35, R69W 6TH P.Y. S AIW. i'Pf W/ 3 !BASS CAP l STAIIREEI ,313=13- N RAHOE E01 05310 ADDRESS PLAT PONT 14209 11212' N 9 RA" 0.1 a•0 DOUD OVERLOOK SUBDIVISION FILING NO. 2 BEING A REPLAT OF A PORTION OF DOUD OVERLOOK SUBDIVISION, --� LOCATED IN THE WEST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20 AND THE WEST HALF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 29, `s TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, I CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 48 LOTS, 5 TRACTS & PUBLIC R.O.W. — 14.872 ACRES I 1 r 1 LOT 23 3890 1 rI �1 I TRACT USE I A 1 HO.A LOT 16 3831 1 H.O.A. C t UTUTE3 LOT if D UTRITES DRAINAGE k EYEROENCY ACCESS LOT 2 E LANDSCAPING N.O.A. TRACT C 3889.5 LOT 14 C 3m I 3824 3821 LOT 24 3880 h LOT 25 3870 M I LOT 26 3880 LOT 27 3850 LOT 28 3840 LOT 29 3830 1 * I LOT 17 - - - - * I j I 1 3812 11831 O M LOT 8 LOT 1 _ LOT 30 MI 3819 O 11871 3820 1 C I y8T11 PU►_�� POINT a T LS ,ea7 _r LOT 7 w -' TW •1RACT 0 LOT 31 + Lr 11820 t — 'a UN v K I? 3610 BRASS CAP y1p 11880 c r�oR7risioo 1331:• N RANK NI2 I 11890 11880 1 N- 7056727126 E- 1025618715 I 3801 W N O 3800.5 1RACT SE 1/4 SEC. 20� CAP 1 0 of ��` `� 1M►Tf �— _—J DD05TM0 \ I I2' LIB I N I I 1 I I IR TRACT USE TABLE TRACT USE OWNER A LANDSCAPING HO.A 8 DETEMI110H POND k VTMUTES H.O.A. C t UTUTE3 H.O.A. D UTRITES DRAINAGE k EYEROENCY ACCESS H.O.A. E LANDSCAPING N.O.A. 1 N N.O.A. -HOME OWNERS ASSOCIATION 1� I I I IEOE10 1 Nlocx ,RrLR SICWaR COINER R4W. RMT -OF -MY "ammy Lm LOT LINE 0057N0 PLATS rz:71cm uw ROAD O911ER Lm I x I 1 -4 POINT Of OMSV ICDIENT BE CORRNf SEC 20 TM. RRf 6TH P.Y. AWL PPE W/ 3-1/4 BRASS CAP STATED. %S 13512' N RANK BOX PONT ism — — N-705701.5458 E.1052301675 I I— 'SCALE: 1" - 60' CPI Vry.AL tPAOM: _:..LI DEVELOPER ENGINEER \SURVEYOR rlr`■rsn.�6 *"DAIQDPACtfjcHomjs CA RROLL& LA NGE- MA N HARD •/•RV6,Nro anLelA1►a aoYRWPn V A .P. a •et1`..- ��ira: �WriWR.i...�ow1• LOT 16 i LOT 17 11874 ' 1182'0 LOT 16 { I 3901 I 11900 I I LOT 15 V 3899 1 1 I TRACT C 3889.5 LOT 14 1 I 3WO I f LOT 13 j 3879 LOT 12 i � � "� d 3889 I