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11900 W. 39th Place
From: no-reolvCalci.wheatridae.co.us To: CommDev Permits Subject: Online Form Submittal: PERMIT APPLICATION Residential Interior Remodel Date: Thursday, April 14, 2022 4:18:28 PM CAUTION:This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Report any suspicious activities to the IT Division. PERMIT APPLICATION Residential Interior Remodel This application is exclusively for Residential Interior Remodels and other scopes of work which do not have a specific form already available. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 11900 W 39th Pl. Property Owner Name Rebecca Williams Property Owner Phone 720-458-4909 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" Field not completed. APPLICANT INFORMATION Applicant Name LinCo Enterprises What is your role in the General contractor project? Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contact Phone Number (enter WITH dashes, eg 303-123-4567) Contact Email Address for Plan Review Comments Retype Contractor Email Address DESCRIPTION OF WORK Detailed Scope of Work - In the space below (not as an attachment), Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc I, the applicant, understand my application will be rejected if I do not include a Detailed Scope of Work. t81'I01M tmcaleertbs@gmail.com tmcaleertbs@gmail.com 880sf basement finish - bedroom, bath, living room, wet bar I have entered a detailed scope of work. Location of Work Basement Square Footage Area of Work Being Performed Asbestos Report Upload letter size documents here Construction Plans M Field not completed. Field not completed. scanned on 11'x17" or larger Project Value (contract 21000 Valuation Adjusted value or cost of ALL 880 x 32.50 = 28,600 materials and labor) Full bath = 3,000 Total = 31.600.00 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 work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for TJ McAleer Pe rm it I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. City of Wheat Ridge Residential Roofing PERMIT - 201702228 PERMIT NO: 201702228 JOB ADDRESS: 11900 W 39th PL ISSUED: JOB DESCRIPTION:06/20/2017 Reroof; Replacing one layer of asphaltE Eshingles withp6/2Owens2Co8rning Dur shingles , installing ice and water shield along the eaves and valleys the roof. This is a home with attached ati Corning Duration shin els garage. 5/12 Y of g / Architectural Composition pshingle tch of, Owens *** CONTACTS - 35 squares *** OWNER (303)517-1543 WILLIAMS MATTHEW SUB (719)488-2800 Gerald/Teresa Fristoe 160257 Integrity Roofing & Painting *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: UA I Unassigned FEE SUMMARY *** ESTIMATED PROJECT VALUATION: Total Valuation FEES 11,357.00 Use Tax 0.00 Permit Fee 238.50 ** TOTAL ** 236.00 474.50 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved inspection, conducted when 25-75 percent of the roof covering is installlled,p for to approval. Installation of roof sheathing (new or overlay) prior to installation of y) requires an prior to final ANY roof coverings and is require on the entireproofdwhenpspaced or board sheathing with ANY gap exceeding�_• be fastened to the roof deck with a minimum -i 6 nails A� Inch exists. Asphalt shingles are required to required. Eave and rake metal is required. A ladder extending3 feet and secured in place is required to be per shingle. Ice and water shield is is required to Place 1 provided for all roof inspectionnsVeRoof ventilatthe roof ion Comply with applicable codes and/or manufacturera€rMs installation instructions whichever is more stringent. In order to elastomeric or similar type roof coverings, pass a final inspection of manufacturer's technical representative statin that "the a g a letter of inspection and approval from the (project address) has been applied in accordance with the installation (roof material brand name application of the roof at inspection. ) roof covering,- is required to be on site at insttuctiime of for the anal •�,� r Occun`y/T_ype INSPECTION ECORD ION ONLINE FORM: http://Www.ci.wheatridge.0 .us f rrns.a px?fid=79 iPECT INSPECTION REQUEST LINE. ( ) roject s Inspections will not be performed unless this an inspect on the followd on the ing bus ness day.** ay - ;n n request line before 11:59 p.m. to receive L all uM, Inspector Must Sign ALL Spaces pertinent to this project Inspector Comments :) Date undation Inspections Initials er oncrete Encased Ground (CEG) oundation I P.E. Letter royal Of The Above Inspections Do Not Pour Concrete Prior To App Inspector Comments )ndergroundlSlab Inspections Date Initials :lectrical ;ewer Service Diumbing Do Not Cover Unde Rough Inspections Wall sheatrnny Mid -Roof Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections ndor Below/In Slab Work Prior To Inspector Date Initials Landscaping & Parking I Planning Dept. ROW & Drainage / Public Works Dept. Floodp i Inspection n lI I spection (if applicable) Fire Inspection I Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Of T eh Above I Comments ctions Inspector Comments Date Initials Inspections from these entities should byk ested one week in advance. For landscapingd pa ng 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. Roof l/ Final Window/Doors Final Building Public Works, Fire and Building before a Certificate NOTE: All items must be completed of and approved in Planning, anc is issued. Approval of the Final Building inspection mo et not m thef f i e D sttrot'and e , zation of occupancy. m l voltagelow a of Occupancy *For 10W' oltage permits — Please be sure that rough inspections are co p by the Building Division. ermitted Until A Certificate OV1leather ccupancy Is Issue Occupancy is Not P Protect This Card From Th i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address:/_/ -900 1(/ 39, `` �-� Permit Number: '2_01--2 t`" 0 2, 0 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE ®� A City of Wheat Ridge �- Residential Roofing PERMIT - 201702228 PERMIT NO: 201702228 ISSUED: 06/20/2017 JOB ADDRESS: 11900 W 39th PL EXPIRES: 06/20/2018 JOB DESCRIPTION: Reroof; Replacing one layer of asphalt shingles with Owens Corning Duration shingles , installing ice and water shield along the eaves and valleys of the roof. This is a home with attached garage. 5/12 pitch roof; Owens Corning Duration shingels/ Architectural Composition shingle - 35 squares *** CONTACTS *** OWNER (303)517-1543 WILLIAMS MATTHEW SUB (719)488-2800 Gerald/Teresa Fristoe 160257 Integrity Roofing & Painting *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,357.00 FEES Total Valuation 0.00 Use Tax 238.50 Permit Fee 236.00 ** TOTAL ** 474.50 *** 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 k/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 manufacturer&€ms 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 - 201702228 PERMIT NO: 201702228 ISSUED: 06/20/2017 JOB ADDRESS: 11900 W 39th PL EXPIRES: 06/20/2018 JOB DESCRIPTION: Reroof; Replacing one layer of asphalt shingles with Owens Corning Duration shingles , installing ice and water shield along the eaves and valleys of the roof. This is a home with attached garage. 5/12 pitch roof; Owens Corning Duration shingels/ Architectural Composition shingle - 35 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,permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. AM- Signature of OWNER ONT cle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of an permit shall be subject to the standard requirements, fees and rocedures 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 notbt? ued o be a permit for, or an approval of, an violation of any provision of any applicable code or any ordZDW- Signature tionronst is ction. Approval of work is subject to field inspection. 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 insptimerequestgci.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. Online Form Submittal: Residential Roofing Permit Application https:Hwrmail.ci.wheatridge.co.us/owa/?ae=Item&t=IPM.Note&id= Online Form Submittal: Residential Roofing Permit Application no-reply@ci.wheatridge.co. us Sent: Thursday, June 08, 2017 10:08 AM To: Permits CommDev Catego ries: Anto i nette 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 24-48 hours, 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. Existing permits that require amendments (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. PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address Do you have a signed contract to reroof this property? It will need to be provided at the time of permit pick-up. 11900 West 39th Place, Wheat Ridge, Colorado,80033 Matthew Williams 303-517-1543 mcwi1175@yahoo.com Yes CONTRACTOR INFORMATION Contractor Name Integrity Roofing and Painting,LLC Contractor's License 160257 Number (for the City of 1 of 3 6/20/17, 12:12 PM Online Form Submittal: Residential Roofing Permit Application Wheat Ridge) Contractor Phone Number 719-488-2800 https://wrmail.ci.wheatridge.co.us/owa/?ae=Item&t=IPM.Note&id=... Contractor Email Address tamara.irp@gmail.com (permit pick-up instructions will be sent to this email) DESCRIPTION OF WORK Is this application for a new Yes permit for a residential roof? Are you re -decking the roof? No Description of Roofing Material How many squares of material? Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract value or cost of ALL materials and labor) Owens Corning Duration shingels/ Architectural Composition shingle 35 Replacing one layer of asphalt shingles with Owens Corning Duration shingles , installing ice and water shield along the eaves and valleys of the roof. This is a home with attached garage. 5/12 pitch roof. 11,357.00 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility Yes 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 may Yes not begin on this property 2 of 3 6/20/17, 12:12 PM Online Form Submittal: Residential Roofing Permit Application until a permit has been issued and posted on the property. I certify that I have been authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Yes http s: Hwnnail. ci. wheatridge. co.us/owa/?ae=Item&t=IPM.Note&id=... Integrity Roofing and Painting ,LLC / Tamara Smith Email not displaying correctly? View it in your browser. 3 of 3 6/20/17,12:12 PM Colorado Springs Oflicc 115 North Union Blvd Colorado Springs. CO 80909 .. ........................ ............ ....... I.... Denver Office conlact�iintegritvroofinbandpaintinycom 7900 E Union Blvd, Ste 1100 Officc: (719) 488 - 2800 Denver, CO 80237 Fax (719) 488 - 2860 Denver: (303) 209-0152 Owncr. kP T% hJl (1 J ak-I S e\ddress:�t> tj `� q , City/7_ip: 8,00-13 Client Primary Phone: 303 - O - Sy3 Client Alternate Phone: Client Project Project Manager Phone:_ _1 9 - N u (a - 350 9 Insurance Provider: Art I Insurance Adjuster: Claim Number: Adjuster Phone: WE HEREBY PROPOSE TO FURNISH LABOR AND MATERIALS ACCORDING TO THE SCOPE OF WORK SPECIFICATIONS BELOW: J0 13 A X b� R Tear off: I layers of composition layers of wool on _) house gage other Apply Decking: _ OSB Shingle Faswners: 1 t fie' Type of Nails _ UP Nails per Shingle Install Plumbing lacks: �3 in 1 4" A Rctr+ Replace Exhaust Vents: 4" 6'. 8' Felt: — 15 Ib. i 30 Ib. ��Synthetic Underlayment Windstorm Starter Strip: V--**— Eaves Rake Drip Edge: New Valleys.. 9 Re -flash Chimney with: Color _ 7 JC 7 - ?-X 9 Typr 1/2" Cut closed , Water Shield in valleys _Step Cricket _ IWS Counter Install new flashing around skylights: Step Diverter _IWS Apron Attic Ventilation: Ridge Vent. � Rcx+ 13Vent Turbine Vent Install side wall flashing: v Step Flashing Iceox and Water Shield Kick out Ridge Cap: Shingle: Z Paint roof vents to match Yard will be magnetically swept for nails Clean up yard and haul ofl'roofing debris 1 acknowledge the colors I have selected. e �O Client Signanr e Color Valley Metal Integrity Roofing and Painting, LLC ("we") will perform the Scope of Work for the Total Contract Amount (to be determined), which is estimated to be approximately S plus any approved insurance supplements When warranted and agreed upon by insurance and permit fees. Ve expect the work to commence approximately: x` JQ Sne 1'S , 20-!-1-and require approximately a days. SPECIAL INSTRUCTIONS: Owner ("you-) hereby- authorize Integrity Roofing and Painting. LLC to communicate with your insurance carrier and now with their representatives and discuss all matters related to the insurance coverage and the scope of services. and you authorize your insurance company to release to us all information and documents concerning your property, policy, and insurance claim. You promise to do all things reasonably necessary to ensure that we receive the insurance proceeds as intended by this contract• including but not limited to immediately ermdersing anal delivering to us insurance checks in payment of the insurance claim. The exact Total Contract Amount is determined in communications among you, the insurance company and Integrity Ranting and Painting. LLC. Integrity Rooting and Painting. LLC requires the insurance company to pay present day fair market value utilizing Xactimate pricing. You will pay us: your deductible, the cost of pre -selected upgrades (if any), and the roofing portion of your insurance proceeds which ordinarily includes roof replacement cost value (RCV), overhead and profit, sales tax, permit fees and insurance supplements. '17tere will be no additional uut of"pockel expense to yam except the insurance deductible and any owner pre -selected upgrades You must have replacemrot cost coverage. If you do not, then you agree to pay the deductible plus non-recoverable dcpmeiation. This cancellation policy applies only to residential roofing services as defined in C.R.S. 6-22-102: Pursuant to C.R.S. 6-22-104 you may rescind a contract for residential roofing services and obtain a full refund of any deposit made to us within 72 hours after entering into this contract. Pursuant to C.R.S. 6-22-104 if payment for the roofing work will be made from the proceeds of a property and casualty insurance policy issued pursuant to C.R.S. Title 10, Article 4, Part 1, then: (1) you may also rescind a contract for work on your residential property, for which payment would be made from insurance proceeds, within 72 hours after receiving notice front your insurer that the claim is denied in whole or in part. Pursuant to C.R.S. 6-22-105, we cannot pay, waive• rebate• or promise to pay. waive, or rebate all or part of any insurance deductible applicable to the insurance claim for payment or roofing work on the covered residential property. Integrity Roofing and Painting. LLC does not assume liability for improperly ventilate f s : ms advised to consult with an engineer or architect to confrrn adequate ventilation prior to installation of new too (client signature) We shall hold in trust the actual cash value (ACV) Insurance payment received from you until we have delivered roofing materials to th jobsitc or have performed the majority of roofing work on your property. These funds must be received before work begins. ion erms nditions on the reverse side are part or and�iucluoed in this contract. By signing this co tract you agree to t inion .t t to front and t ease sides of this page. ^J L— (Client initials) t It len s t p s 'tgnatures _ Da e,I I i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: fik�b k Job Address: Permit Number: D 7 O '2; ) 7 ❑ No one available for inspection: Time AAI /PM Re -Inspection required: Yes o When corrections have been made, call for re -inspection at 303-234-5933 Date: 7/ / 7 Inspector: ©i_%lei DO NOT REMOVE THIS NOTICE 7 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 6 Ic Job Address: 11 �'620 in% 3 �1 ` Permit Number: �2.d/�/(j "Z 2 - LJ No one available for inspection: Time_._- _ AM/PM Re -Inspection required: Yes �/No When corrections have been made, call for re -inspection, at)303-234-5933 Date: Inspector: �.) / h' DO NOT REMOVE THIS NOTICE -N CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE j Inspection Type: C �6CQl VIM- Job 1M Job Address: \01 C__) 0 Permit Number: ❑ No one available for inspection: Time 1--gs em Re -Inspection required: Yes No * When corrections have been made, call for re -inspection at 303-234-5933 Date: I Inspector: k 1 e - DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Solar PERMIT - 201700208 PERMIT NO: 201700208 ISSUED: 02/14/2017 JOB ADDRESS: 11900 W 39th PL EXPIRES: 02/14/2018 JOB DESCRIPTION: Install 3.38 kw roof mounted grid tied solar PV system. *** CONTACTS *** OWNER (303)517-1543 WILLIAMS MATTHEW SUB (888)765-2489 Jared A Miller 110035 SolarCity Corporation *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,596.80 FEES Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 *** COMMENTS *** *** CONDITIONS *** MM: Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable �uiIding codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am le ally authorized to include all entities named within this document as parties to the workto be performed nd that a�1 work to be performed is disclosed in t1ps document andior its` accompanying approved plans and specifications. F/Z Z —Signature of OWNER or CO_N_TRACTOR (Circle onl) Date I . 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 I obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Suture o'Mi'ie ffiiTdiing''Off ciai''—'--Date r REQUESTS MUST BE MADE BY 11:59PM ANY BU ESS 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. 4 City of _],�W heat jdge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 4-� FOR OFFICE USE ONLY bU Date: M I.-+ Plan/Permit # 2�O 1-:?W2d Plan Review Fee: .15 cum Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. Property Address: 11900 W 39th PI, Wheat Ridge CO 80033 Property Owner (please print): Matthew Williams Phone: (303) 517-1543 Property Owner Email: mcwi1175@yahoo.com Mailing Address: (if different than property address) Address: Same as above , State, Z Arch itect/Engineer: Architect/Engineer E-mail: Phone: Contractor: Solar City Contractors City License #: 110035 Contractor E-mail Address: tward@solarcity.com Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone: 253-720-4461 Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT x OTHER (Describe) Solar PV (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Install a 3.38 kW roof -mounted grid -tied solar PV system Sq. FULF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) -4596.8 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR2 PRINT NAME: Jeremy Burks ZONING COMMMENTS: Reviewer: Digitally signed by Jeremy Burks Jeremy Burks Date: 2017.02.1008:59:21 SIGNATURE: -07'00' DATE: 2/10/2017 DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: BUILDING DEPARTMENT COMMENTS: ) )�C}\,10r v Reviewer. fr F PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District El Received ❑ Not Required Sanitation District E] Received E] Not Required Building Division Valuation: $ ,�"l I� .� C� * I SolarCity. October 27, 2016 RE: Project/Job # 8009746 Project Address: AHJ SC Office Design Criteria: CERTIFICATION LETTER Ronk Residence 11900 W 39th PI Wheat Ridge, CO 80033 Wheat Ridge Denver - Applicable Codes = IRC 2012 / IBC 2012, ASCE 7-10, and 2012 NDS - Risk Category = II - Wind Speed = 135 mph, Exposure Category C, Partially/Fully Enclosed Method - Ground/Roof Snow Load = 30 psf (Unreduced) - MP1: 2x4 @ 24" OC, Roof DL = 7 psf, Roof LL/SL = 30 psf Version #63.9 - TBD o� •�Noio'•• �s� Ci 0051106 �? `�Qt►,�/ONAL Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.23116 < 0.4g and Seismic Design Category (SDC) = B < D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation, I certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the referenced codes for loading. The PV assembly hardware specifications are contained in the plans/docs submitted for approval. William A. Eldredge, P.E. Digitally signed by Professional Engineer William Eldredge T: 888.765.2489 x58636 Date: 2016.10.27 email: weldredge@solarcity.com 18:02:05 -04'00' 3055 Clearvie Nay Jan Mateo CA ' - 03 -1028 (888) SOL - CITY = (c _ - 1029 solarcity.com SolarCity Version #63.9 - TBD I HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware Hardware - Landscape Modules' Standoff Specifications X -X Spacing X -X Cantilever Y -Y Spacing Y -Y Cantilever Configuration Uplift DCR MP1 72" 24" 39" NA Staggered 64.2% Portrait Hardware Hardware - Portrait Modules' Standoff Specifications X -X Spacing X -X Cantilever Y -Y Spacing Y -Y Cantilever Configuration Uplift DCR MP3 48" 19" 66" NA Staggered 71.9% Structure Mounting Plane Framing Type Spacing Pitch Qualification Results Member Evaluation Results MPI Pre -Fab Truss 24" O.C. 24° Member Analysis OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site. The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. 3055 Clearview Way San Mateo, CA 94402 r (650) 638 - 1028 (888) SOL - CITY (650) 638 - 1029 solarcity.com STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP1 Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (Ct) (IS) p9; Ce=0.9, Ct=1.1, I5=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL (+) I CL (-) I CF Cr D + S 1.15 1.00 1 0.94 1 1.5 1.15 Member Analysis Results Summary Member Properties Summary Max Moment @ Location Capacity DCR Result MP1 6/12 Horizontal Member Spans Overhang 1.16 ft Rafter Properties Actual W 1.50" Roof 2fstern Properties Span 1 6.34 ft Actual D 3.50" Number of Spans w/o Overhang) 2 Span 2 6.70 ft Nominal Yes Roofing Material Comp Roof Span 3 Roof Live Load A in^2) 5.25 Re -Roof No Span 4 Live/Snow Load Sx (in.^3) 3.06 Plywood Sheathing Yes San 5 Total Load(Governing LC Ix OnAQ 5.36 Board Sheathing None Total Rake Span 15.54 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 2.17 ft Wood Species DF Ceiling Finish 1/2" Gypsum Board PV 1 End 11.25 ft Wood Grade #2 Rafter Slope 240 PV 2 Start Fb(psi) 900 Rafter Spacing 24" O.C. PV 2 End Fv(psi) 180 Top Lat Bracing Full PV 3 Start E (psi) 1,600,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 580,000 Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (Ct) (IS) p9; Ce=0.9, Ct=1.1, I5=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL (+) I CL (-) I CF Cr D + S 1.15 1.00 1 0.94 1 1.5 1.15 Member Analysis Results Summary Member Loading Summary Max Moment @ Location Capacity DCR Result Roof Pitch 6/12 Initial Pitch Adjust Non -PV Areas PV Areas Roof Dead Load DL 7.0 psf x 1.09 7.7 psf 7.7 psf PV Dead Load PV -DL 3.0 psf x 1.09 3.3 psf Roof Live Load RLL 20.0 psf x 0.93 18.5 psf Live/Snow Load LL/SL1'2 30.0 psf X1 1 x 1 30.0 psf 30.0 psf Total Load(Governing LC I TL 1 1 37.7 psf 1 40.9 psf Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (Ct) (IS) p9; Ce=0.9, Ct=1.1, I5=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL (+) I CL (-) I CF Cr D + S 1.15 1.00 1 0.94 1 1.5 1.15 Member Analysis Results Summary Governing Analysis Max Moment @ Location Capacity DCR Result Bending Stress(psi) -1,622 7.5 ft -1,671 0.97 Pass CALCULATION OF DESIGN WIND LOADS - MP1 Mounting Plane Information Roofing Material IBC 2012 Comp Roof Table 30.3-1 Roof Slope Rafter Spacing Kn 240 24" O.C. Section 26.8 Framing Type / Direction PV System Type Zep System Type Standoff Attachment Hardware V-Ult Y -Y Rafters SolarCity SleekMountTM ZS Comp Como Mount SRV Fig. 1609A Spanning Vents I No Section 26.7 Roof Style Wind Design Criteria Wind Design Code IBC 2012 ASCE 7-10 Table 30.3-1 Wind Design Method Kn Partially/Fully Enclosed Method Section 26.8 Ultimate Wind Speed V-Ult 135 mph Fig. 1609A Exposure Category I C Section 26.7 Roof Style qh Gable Roof Fig. 30.4-2A/B/C-5A/B Mean Roof Height h 25 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 30.3-1 Topographic Factor Kn 1.00 Section 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I NA Tn'b Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) Equation 30.3-1 3.0 psf 37.5 psf T -actual Wind Pressure Ext. Pressure Coefficient U G U -0.88 Fig. 30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down GC (Down) 0.45 Fig. 30.4-2A/B/C-5A/B Design Wind Pressure p p = qh (GCp) Equation 30.4-1 Wind Pressure Up P(up) -32.8 psf Wind Pressure Down dawn 16.9 psf ALLOWABLE STANDOFF SPACINGS Max Allowable Standoff Spacing Max Allowable Cantilever Standoff Configuration Max Standoff Tributary Area PV Assembly Dead Load Net Wind Uplift at Standoff Uplift Capacity of Standoff Standoff Demand/Capacity Po rtra it Portrait Trib W -PV T -actual T -allow DCR 19" 22 sf 3.0 psf -394 lbs 548 lbs 71.9% Y -Direction 66" NA X-0irection Y -Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Tn'b 20 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff T -actual -352 lbs Uplift Capacity of Standoff T -allow 548 lbs Standoff Demand/Capacity DCR 64.2% Max Allowable Standoff Spacing Max Allowable Cantilever Standoff Configuration Max Standoff Tributary Area PV Assembly Dead Load Net Wind Uplift at Standoff Uplift Capacity of Standoff Standoff Demand/Capacity Po rtra it Portrait Trib W -PV T -actual T -allow DCR 19" 22 sf 3.0 psf -394 lbs 548 lbs 71.9% Y -Direction 66" NA Solar Inverters Solar Inverters and Monitoring Residential Installations: Transformerless (TL): 3.0 kW, 3.8 kW, 5.2 kW, 6.6 kW, 7.6 kW Features: Wide operating voltage range: 120 — 550V Wide temperature operating range: --13 - +158 T (-25 - +70 °C) High CEC efficiency: 97.5% Integrated AFCI (Arc Fault Circuit Interruption) NEMA 4 plus salt mist corrosion protection Convection cooling Dual MPPT (5.2kw/6.6kw/7.6kw) Lighter and smaller UL 1741/IEEE 1547/CEC Listed/UL 1699B/NEC 2011 690.11 c �L us n F �.,AtiLIaP rq AI-lu .-u31. 7. , few .an•,nd Jjv anwixew e ,itIIR hq @Agdl s, iF -4e igF)I L AcitJe,wi -t J3'` o al se1e-.- 2IIIUA amod _,', wnwirew auy„ (le)ol sieeA OZ) sieaA 0 L leuop!ppe io (leiol sieeA 5 L) sieeA 9 lem ppe sieaA 0 L VLOZ 069 03N '(L adAl) 9669L in £00-S901 '8 8 V 9 L lied 003 L'LV9L 3331'LG9l 3331 0210 LOLL in'S£'069 33N 966L in LO-LOL oNZ'ZZVSO'Z-LVLLILI uop ecoid uo!soiioo is!ui Iles + V VA3N }n,-.Lpi „;uei.' p. ;ns sun }eog wade ,.. m:vd d,euin:.,i wnu!wnlV iseoa!O 00l eu!l-G's031 E 99VSH xoq uopaauum w sleu!wial maios to shed V xoq uop3auum u! 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Panels / modules installed on residential buildings with hip roof lay outs shall be located in a manner that provide a 3 foot- wide clear pathway from the eave to the ridge on each roof slope where panels and modular are located. The access pathway shall be located at a structurally strong location on the building capable of supporting the live load of the fire fighters accessing the roof. 60511.3.2.2 Residential buildings with a single ridge. Panels/modular installed on residential buildings with a single ridge shall be located in a manner that provides two, 3 foot —wide access pathways from the eave to the ridge on each roof slope where panels /modular are located. 605.11.3.2.3 Residential buildings with roof hips and valleys. Panels/ modular installed on residential buildings with roofs hips and valleys shall be located no closer than 18 inches to a hip or a valley where panels or modular are to be placed on both sides of a hip or valley. Where panels are to be located on only one side of the hip or valley that is of equal length the panels shall be permitted to be placed directly adjacent to the hip or valley. 605.11.3.2.4. Residential building smoke ventilation. Panels / modular installed on residential buildings shall be located no higher than 3 feet below the ridge in order to allow for fire department smoke ventilation operations. Exception: This requirement shall not apply to roofs with slopes of 2 unit's vertical in 12 unit's horizontal (2:12) or less ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID-INTERTIED VIA A AC ALTERNATING CURRENT UL-LISTED POWER-CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY-RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET-BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL i Imp CURRENT AT MAX POWER Isc SHORT CIRCUIT CURRENT COMPLY WITH ART. 250.97, 250.92(B). 7. DC CONDUCTORS EITHER DO NOT ENTER = 'City of • Wheat dge kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR CAMAAUNfTY DEV2LENT kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC Whet#idge&�A�g Division �pf LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). )v Plans MIN MINIMUM (N) NEW 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY I L L47�- I NEUT NEUTRAL UL LISTING. qau E NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL-LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING VaidNdpennihThe i ianceofapem-aoropprovdatpiam P01 POINT OF INTERCONNECTION HARDWARE. g) 'Onn andcoRMwtatiom9XISnot beaPane for,oran PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE cM vdof.anyviolotiontoanVotmeprovsiorudtob«np ld SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. oodeadanyCity ordm°nces•PembpmuonkVtooft S STAINLESS STEEL auWSOMY to violote or conoel the proVakXn d the &11*V codas STC STANDARD TESTING CONDITIONS or other ordinonces of the City oxg not be void. TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT V1 COVER SHEET JPV4 V2 SITE PLAN on V3 STRUCTURAL VIEWS GENERAL NOTES UPLIFT CALCULATIONS V5 THREE LINE DIAGRAM LICENSE - Cutsheets Attached 1. ALL WORK SHALL COMPLY WITH THE 2012 IBC TYPE EC # 8041 AND 2012 IRC. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE. II }; I MODULE GROUNDING METHOD: * I. REV BY DATE COMMENTS AHJ: Wheat Ridge _ REV A NANO DATE CONNE\TS ,y I UTILITY: XCEL Energy (CO) y - — CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., JOB NUMBER:J B-8009746 00 PREMISE OWNER: REBECCA DESCRIPTION: RONK WILLIAMS Rebecca Ronk Williams RESIDENCE DESIGN: Jay Ellis .wit w� ° SolarCity. MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing-Insert 11900 W 39TH PL 3.38 KW PV ARRAY ��, PART TO OTHERS OUTSIDE THE RECIPIENTS WHEAT RIDGE, CO 80033 NODDLES: 3055 gearvew Way Son Mateo, CA 9440638-1029 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (13) REC # REC260PEZ SHEET: REV: DATE: SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PAGE NAME: COVER SHEET PV 1 10/27/2016 T: (650} 28 (888)—SOL—CITY (765-2489) www.solarcity.— INVERTER: Delta # Solivia 3.8 TL -OR STRUCTURAL ONLY Digitally signed by William Eldredge Date: 2016.10.27 18:02:44 -04'00' Front Of House PITCH: 24 ARRAY PITCH: 24 NIP AZIMUTH: 170 ARRAY AZIMUTH: 170 MATERIAL: Comp Shingle STORY: 2 Stories T F.C.F.NT) O (E) UTILITY METER & WARNING LABEL INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS © DC DISCONNECT & WARNING LABELS AC AC DISCONNECT & WARNING LABELS O DC JUNCTION/COMBINER BOX & LABELS 0 DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS O DEDICATED PV SYSTEM METER Rso RAPID SHUTDOWN STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED ;1 INTERIOR EQUIPMENT IS DASHED L —"J SITE PLAN Scale: 1/8" = 1' 0 1' 8' 16 N W E S CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHAM NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER:PREMISE JB -8009746 00 OWNER' DESCRIPTION' REBECCA RONK WILLIAMS Rebecca Ronk Williams RESIDENCE 11900 W 39TH PL 3.38 KW PV ARRAY WHEAT RIDGE, CO 80033 PAGE NAME SITE PLAN DESIGN. Jay Ellis �;��'•� \\, SolarCit a 'I,\ �/ MOUNTING SYSTEM: ZS Comp V4 w Flashing—Insert MQouEEs (13) REC # REC260PEZ 3055 Clearview Way sa< Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL-CITY (765-2489) www.sdarclty.com DATE PV 2 10/27/2016 INVERTER: Delta # Solivia 3.8 TL ---) SIDE VIEW OF MPI NTS A MPI X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 19" TOP CHORD 2x4 @ 24" OC ROOF AZI 170 PITCH 24 STORIES: 2 ARRAY AZI 170 PITCH 24 BOT CHORD 2x4 @24" OC Comp Shingle PV MODULE 5/16"x1.5" BOLT WITH 5/16" FLAT WASHER ZEP LEVELING FOOT ZEP ARRAY SKIRT ZEP MOUNTING BLOCK ZEP FLASHING INSERT (E) COMP. SHINGLE (E) ROOF DECKING 5/16° DIA STAINLESS STEEL LAG SCREW (2-1/2' EMBED, MIN) (E) RAFTER CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION NTH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. S I STANDOFF JOB NUMBER: JB -8009746 0 0 MOUNTING SYSTEM: ZS Comp V4 w Flashing—Insert MODULES:- (13) ODULES:(13) REC # REC260PEZ INVERTER: Delta # Solivia 3.8 TL INSTALLATION ORDER LOCATE RAFTER, MARK HOLE (1) LOCATION, AND DRILL PILOT HOLE. ATTACH FLASHING INSERT TO (2) MOUNTING BLOCK AND ATTACH TO RAFTER USING LAG SCREW. INJECT SEALANT INTO FLASHING (3) INSERT PORT, WHICH SPREADS SEALANT EVENLY OVER THE ROOF PENETRATION. INSTALL LEVELING FOOT ON TOP (4) OF MOUNTING BLOCK & SECURELY FASTEN WITH BOLT. PREMISE OWNER: REBECCA RONK WILLIAMS 11900 W 39TH PL WHEAT RIDGE, CO 80033 Rebecca Ronk Williams RESIDENCE 3.38 KW PV ARRAY PAGE NAME: STRUCTURAL VIEWS STAMPED & SIGNED FOR STRUCTURAL ONLY DESIGN: Jay Ellis SHEET: REV. DATE: PV 3 10/27/2016 SolarCity. 3055 ClearNew Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOI.—CITY (765-2489) www.solordtyxom CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. ,1013 NUMBER: JB -8009746 00 MOUNTING SYSTEM:- ZS YSTEM:ZS Comp V4 w Flashing—Insert MODULES: (13) REC # REC260PEZ INVERTER: Delta # Solivia 3.8 TL REBECCA RONK WILLIAMS 11900 W 39TH PL WHEAT RIDGE, CO 80033 UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. DESCRIPTION: Rebecca Ronk Williams RESIDENCE 3.38 KW PV ARRAY PAGE NAME UPLIFT CALCULATIONS DESIGN: Jay Ellis SHEET: REV: DATE- PV ATEPV 4 10/27/2016 SolarCity 3055 aeoNew way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.solarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND ODS AT PANEL WITH IRREVERSIBLE CRIMP Panel Number: RC304OM200SL Meter Number: 61585975 Inv 1: DC Ungrounded INV 1 — (1 )Del to # Solivia 3.8 TL LABEL: A. Inverter;380OW, 240V, 97.5%, Zlgbee, PLC — (13) REC # REC260PEZ PV Module; 260W, 236.6W PTC, MC4, 40mm, Black Frame, ZEP Enabled TYPE EC # 8041 INV 2 Underground Service Entrance Voc: 37.8 Vpmox: 30.7 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL E 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 MILBANK CUTLER—HAMMER 20OA/2P Meter Socket (E) LOADS $ . 20A/2P GND A] I 8 I I Disconnect 3 C Lt N — — — — GND EGCI GEC Delta Solivia 3.8 TL �ao� CC- 1� DC- GND -- Er—'C--------------------------- Delta o I DC, DC- MPI : I X 13 -----------— E----------------�� I N I I EGCIGEC — z z c� GEC TO 120/240V I I SINGLE PHASE UTILITY SERVICE I I I I I I I I I I Voc* = MAX VOC AT MIN TEMP OI (1 )SQUARE D yy H M220 PV BACKFEED BREAKER Breaker, 2OA/2P, 2 Spaces — (2) Gro nd Rod 5%8 x 8, Copper B (1 )MILBANK U4801—XL-5T9 Meter Socket; 200A, i6-350, Ringless AC — (3) MILBANK 11 K4977—INT Load—Side Tap Connector, 100A, /12 — 1/0 AWG (1)CUTLER—HAMMER / DG221URB Disconnect; 30A, 24OVac, Non—Fusible, NEMA 3R (1)CUTLER—HAMMER ! DG03ONB Ground/Neutral It; 30A, General Duty (DG) I A (1 ) Delta # Solivio Smart RSS Rapid Shutdown, 60OV, 20A, NEMA 4X, MC4 n d ( 1) AWG /6, Solid Bare Copper DC — ( 1) ARRAY GROUND ELECTRODE LOCATE (N) GROUND ROD PER NEC 690.47(D) TO GROUND THE ARRAY. CONNE A SEPARATE (N) /6 GEC FROM THE ELECTRICALLY BONDED ARRAY FRAME TO THE (N) GROUND ELECTRODE. THE (N) GEC SHALL BE KEPT SEPARATE FROM ALL OTHER NON—CURRENT CARRYING METAL PARTS. i O��(1 AWG #10, THWN-2, Black lo�(1)AWG X10, THWN-2, Red (2)AWG /10, PV wire, 600V, Block Voc* = 565.7 VDC Isc = 9.01 O (I )AWG /10, Solid Bare Copper EGC vmp = 399.1 VDC Imp= 8.5 ADC ADC (2)AWG #10, PV Wire, 60OV, Block Voc* = 565.7 VDC Isc = 9.01 ADC O �(1)AWG j110, THHN/THWN-2, Green EGC Vmp = 399.1 VDC Imp= 8.5 ADC IIIIII������ LLLLLL (1 )AWG #10, THNM-2, White NEUTRAL Vmp = 240 VAC Imp= 15.8 AAC (1 )Conduit Kit; 3/4' EMT (1 )Conduit Kit; 3/4' EMT — (1) AWG #8, THWN-2, Green EGC/GEC — (1) Conduit Kit; 3/4' EMT CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER JB-8009746 00 PREMISE OWNER: REBECCA RONK WILLIAMS 11900 W 39TH PL WHEAT RIDGE, CO 80033 DESCRIPTION: Rebecca Ronk Williams RESIDENCE 3.38 KW PV ARRAY PACE NAME THREE LINE DIAGRAM DESIGN: Jay Ellis solarCity,NOR �� MOUNTING SYSTEM: ZS Comp V4 w Flashing—Insert MODULES (13) REC # REC260PEZ 3055 gearvew Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL-CITY(765-2489)"w.solarcity.com SHEET: REV: DATE: PV 5 10/27/2016 INVERTER: Delta # Solivia 3.8 TL CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 11900 W 39th PI UTILITY SERVICE SOLAR PHOTOVOLTAIC ARRAYS) L— — — — — — — — — — — — — — — — — — — — — — — — — — J INVERTER AND DC DISCONNECT AC DISCONNECT PHOTOVOLTAIC BACK -FED CIRCUIT BREAKER IN FAIN ELECTRIICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 OPERATING VOLTAGE= 240V CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION MATH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER JB -8009746 00 MOUNTING SYSTEM: ZS Comp V4 w Flashing—Insert MODULES (13) REC # REC260PEZ INVERTER: Delta # Solivia 3.8 TL JB -8009746-00 REBECCA RONK WILLIAMS 11900 W 39TH PL WHEAT RIDGE, CO 80033 Rebecca Ronk Williams RESIDENCE 3.38 KW PV ARRAY PAGE NAME-- SITE AMESITE PLAN PLACARD Jay Ellis SHEET: REV: DATE: PV 7 10/27/2016 =�; SolarCity t . 3055 Clearview Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.sdorcity.com PHOTOVOLTAIC SYSTEM Label Location: (C) Per Code: NEC 690.31.E.3 Label Location: (DC) (INV) Per Code: NEC 690.14.C.2 Label Location: (DC) (INV) Per Code: NEC 690.53 Label Location: (AC) (POI) Per Code: NEC 690.14.C.2 Label Location: (AC) Label Location: (AC) (POI) Per Code: NEC 690.54 Label Location: (AC) (POI) Per Code: NEC 690.17(4) . • • • • CAUTION '• DUAL POWER SOURCE ' - • • - SECOND SOURCE IS PHOTOVOLTAIC. SYSTEM PHOTOVOLTAIC CONNECTEDSYSTEM Label Location: (DC) (INV) Per Code: NEC 690.35(F) TO BE USED WHEN INVERTER IS UNGROUNDED (AC): AC Disconnect (C): Conduit (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect (LC): Load Center (M): Utility Meter (POI): Point of Interconnection CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR `N' 3055 Clearview way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED San Mateo, CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, Label Set ���SolarC x:(650) 638-1028 F:(650) 638-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE ,, ty. (888) -SOL -CITY (765-2489) www.solarcityx SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. o li"SolarCity ZepSolar .Zep System for composition shingle roofs Next -Level PV Mounting Technology Q�OMPAT�d Description PV mounting solution for composition shingle roofs FA Works with all Zep Compatible Modules DMPP Auto bonding UL -listed hardware creates structural and electrical bond • Zep System has a UL 1703 Class "A" Fire Rating when installed using modules from any manufacturer certified as "Type 1" or "Type 2" UL LISTED Specifications Designed for pitched roofs • Installs in portrait and landscape orientations Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and UL 467 Zep System bonding products are UL listed to UL 2703 • Engineered for spans up to 72" and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices • Attachment method UL listed to UL 2582 for Wind Driven Rain zepsolar.com This document does not create any express warranty by Zep Solar or about its products or services. Zep Solar's sole warranty is contained in the written product warranty for each product. The end-user documentation shipped with Zep Solars products constitutes the sole specifications referred to in the product warranty. The customer is solely responsible for verifying the suitability of ZepSolar's products for each use. Specifications are subject to change without notice. Patents and Apps: zspats.com. Document # 800-1890-001 Rev A Date last exported: November 13, 2015 2:23 PM : ,, ;SolarGty j ZepSolar Components zepsolar.com Next -Level PV Mounting Technology Leveling Foot Part No. 850-1172 ETL listed to UL 467 Comp Mount Part No. 850-1382 Listed to UL 2582 Mounting Block Listed to UL 2703 Interlock Part No. 850-1388 Listed to UL 2703 Ground Zep V2 Part No. 650-1511 Listed to UL 467 and UL 2703 OULArP— %hirr Array Skirt, Grip, End Caps Part Nos. 850-0113, 850-1421, 850-1460,850-1467 Listed to UL 1565 DC Wire Clip Part No. 850-1448 Listed to UL 1565 This document does not create any express warranty by Zep Solar or about its products or services. Zep Solar's sole warranty is contained in the written product warranty for each product The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty. The customer is solely responsible for verifying the suitability of ZepSolar's products for each use. Specifications are subject to change without notice. Patents and Apps: zspats.com. Document # 800-1890-001 Rev A Date last exported: November 13, 2015 2:23 PM HIGH PERFORMANCE SOLAR PANELS REC PEAK ENERGY REC Peak Enemy Z --Link Serres panels are the perfect choice fc,r building sciar systems That combine Ion., lasting product quality with reliable power ou put. Rf C combines high quality design and manufacturing s an -ards to produce high- performance sola _-aneis with uric �mpFom:sing quality. 4r EFFICIENCY YEAR PRODUCT WARRANTY YEAR LINEAR POWER OUTPUT WARRANTY DUTY*FR�� U5 IMPORT DUTY FREE r Nominal Operating Cell Temperature(NOCT) 45.7°C(±2°C) lemperatureCoefficientol rs, -0.40%/°C i3<a' S TemperatureCoefficienttofVoc -0.27%/°C - Tern pera ture Coeffi cien t of Is, 0.024%/°C All measurements in inches �iLiLIAlL llL 2A \LL7IL ALLIhbJa: :l ILLIall ZftLL211'J7� 1• Nominal Power-Prm,(Wp) 255 260 265 Cell Type: 60 REC PEmulti-crystalline Watt Class Sorting-(Wp) ±5 ±S ±5 3strings of20cellswithbypass diodes Nominal Power Voltage -V_IV) 30.5 30.7 30.9 Glass: 1/8"mmsolarglass with anti -reflection surface treatment NominalPowerCurrent- I,(A) 8.42 8.50 8.58 Back Sheet: Double layer highly resistant polyester Open Circuit Voltage-VeCIV) 37.6 37.8 38.1 Frame: Anodized aluminum (black) Short Circuit Current-Isc(A) 8.95 9.01 9.08 Zep Groove compatible Panel Efficiency(%) 15.5 15.8 16.1 Junction Box: IP67rated 4 mm' PV Wire , 47"+47" The electrical characteristics are within+/- 10% of the indicated Values at standard test conditions STC(airmass AM 1.5, values of I r, V., and P_ at standard Test conditions irradiance 1000W�m2, cell temperature 25"C). (STC). Connectors: Multi -Contact MC4 (4 mm') At low Irradiance of 200 W/m' (AM 1.5 and cell temperature 25"C) at least 97% of the STC panel efficiency will be achieved. Origin: Made In Singapore ELECTRICAL DATA Nominal Power-P_,(Wp) 193 197 202 Operational Temperature: -40...+185°F(-40...+85°0 Nominal Power Voltage -V�IV) 28.5 29.0 29.4 Maximum System Voltage: 600V NominalPower Current- 1_,(A) 6.77 6.81 6.90 Design Load: 501bs/ft2(2400Pa) long side Open CircuitVoltage-Voc(V) 35.3 35.7 36.0 30lbs/ft'(1436Pa) short side Short CircuitCurrent-Isc(A) 7.21 7.24 7.30 Max Series Fuse Rating: 15A Nominal operating cell temperature NOCT (800 W/m', AM 1.5, wiudspeed 1 m/s, ambient temperature 20'C). Max Reverse Current: ISA MECHANICALDATA 10 year product warranty. Dimensions: 65112 x 39 x 11/2 in (1665 x 991 x 40 mm) C& 25 year linear power output warranty Area: 173/4ft2(1.65ml) LMM (max. degression in performance of 0.7% p.a.). c UL 1703, Fire rating: Class Weight: 4316s(19.5kg) o Note! All given specifications are subject to change z without notice at anytime. REC is a leading global provider of solar energy solutions. With more than 15 years of experience, we offer sustainable, high performing REC products, services and investments for the solar industry. Together with our partners, we create value by providing solutions that better R meet the world's growing energy needs. REC is headquartered in Norway and listed on the Oslo Stock Exchange (ticker: RECSOL). Our 1,600 employees Worldwide generated revenues of USD 647 million in 2013. www.recgroup.com Technical Data for Delta Smart Rapid Shutdown System RATINGS Max. system voltage Rated input current Rated input operating voltage Rated input operating current Fuse Rating Max. number of controlled circuits Self power consumption GENERAL DATA L x W x D inches Weight Cooling DC input/output connectors Bracket Enclosure material Operating temperature Storage temperature _ Humidity Max. operating altdude, STANDARD COMPLIANCE Enclosure protection rating Safety Rapid shutdown EMC WARRANTY Standard warranty nW GOMP4l2r 600V DC 20A DC 150 - 550V DC 0 - 20A DC NA 1 <4W 7.87 x 5.91x 2.09 0.5 lbs. Natural Convection Amphenol Helios H4 or MC4 PV Connector Groove Adapter Bracket Diecast Aluminum -40-158°F(30-70°C) 40 -185°F( -40-85°C) 0-100% 2000m above sea level NEMA4X UL 1741, UL 1741 CRD PVRSS, CSA -0222 No- 107.1-01 NEC 2014 Article 690.12 FCC Part 15 A - - . 10 years: - -- ----------------- DELTA SMART RAPID SHUTDOWN 1 r- BOX ON ROOF WITHIN 10' OF PV �� .-RTR9a –rya{r' —orp'. ---•---- Dc Pv. Ad Delta Products Corporation, Inc. 46101 Fremont Blvd, Fremont, CA 94538 Sales Email: ASP.Sales@delta-corp.com Support Email: ASP.Support@deltacorp.com Sales Hotline: +1-877-440-5851 or +1-626-369-8021 Support Hotline: +1-877-442-4832 Support (Intl.): +1-626x369-8019 Monday to Friday from 8 am to 5 pm PST (apart from Holidays) 6YRm R96 �/. m ,f L . AC AC One conduit BREAKER GRID for all wiring AEITd ®0 ";r,SoiarQty ZepSolar Next -Level PV Mounting Technology r�SoiarCity ZepSoiar Next -Level PV Mounting Technology ZS Comp for composition shingle roofs Components Mounting Block Array Skirt Part No. 850-1633 Part No. 850-1608 or 500-0113 Listed to UL 2703 Listed to UL 2703 Interlock Part No. 850=1388 or 850-1613 Listed to UL 2703 is Flashing Insert Grip Ground Zep V2 Part No. 850-1628 Part No. 850-1606 or 850-1421 Part No. 850-1511 Listed to UL 2703 Listed to UL 2703 Listed to UL 467 and UL 2703 OOMPgT� Description PV mounting solution for composition shingle roofs Works with all Zep Compatible Modules °dMP111 Auto bonding UL -listed hardware creates structural and electrical bond • ZS Comp has a UL 1703 Class "A" Fire Rating when installed using modules from any manufacturer certified as "Type 1" or "Type 2" Captured Washer Lag End Cap U` LISTED Part No. 850-1631-001 Part No. Specifications 850-1631-002 (L) 850-1586 or 850-1460 850-1631-003 (R)850-1588 or 850-1467 • Designed for pitched roofs 850-1631-004 • Installs in portrait and landscape orientations • ZS Comp supports module wind uplift and snow load pressures to 50 psf per UL 2703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • ZS Comp grounding products are UL listed to UL 2703 and UL 467 ZS Comp bonding products are UL listed to UL 2703 Engineered for spans up to 72" and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices Leveling Foot Part No. 850-1397 zepsolar.com zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services. Zep Solar's sole warranty is contained in the written product warranty for each product. The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty. The customer is solely responsible for verifying the suitability of ZepSolar's products for each use. Specifications are subject to change without notice. Patents and Apps: zspats.00m. Document # 800-1839-001 Rev D Date last exported: April 29, 2016 11:22 AM DC Wire Clip Part No. 850-1509 Listed to UL 1565 This document does not create any express warranty by Zep Solar or about its products or services. Zap Solana sole warranty is contained in the written product warranty for each producL The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty. The customer is solely responsible for verifying the suitability of ZepSolar's products for each use. Specifications are subject to change without notice. Patents and Apps; zspats.com. Document # 800-1839-001 Rev D Date last exported: April 29, 2016 11:22 AM City of Wheat Ridge Municipal Building 7500 W. 29'6 Ave. Wheat Ridge, CO 80033-8001 P: 3012351855 F: 303.237.8929 July 24th, 2015 Owner/Occupant 1] 900 W. 39th PI. Ur C.8**33 ii 1116 Q k i Emm# t FRuMments F.— ofner are scheduled for disposal, We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their disposal by the Building Division, The plans and/or documents are available for retrieval for a period of 15 working days (3 weeks) from the date of this letter and must be retrieved in person at the Building Division offices. This letter must be presented at the time of retrieval of the plans and/or documents. Plans and/or documents available for retrieval CANNOT be mailed and plans and/or documents will NOT be available for retrieval after the expiration of the retrieval period, which is 60 days from the date of this letter. - — ' aA at the Building Division offices located t 7500 W. 29th venue in Wheat Ridge. ==! JIM Melissa Mackey Senior Pe it Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2853 Fax: 303-234-2857 wwwxLy,heincidco.us atxade.co.us rt + '> I This agreement made this 12t day of March, 2015, by between MIN s , i T F, ff, , ,. its designee shall have the riglit to enter upon said property to construct and/or install such improvements or do other such work provided Ridge property owner of its intent to • Business Address l Phone ?ate Title City of Wheat Ridge TO: Accounting Department FROM: Melissa Mackey, Building Division 'WI MR= DATE: August 14 2014 Reason: Please refund half the plan review fee to Permit #201400819, for 11900 W. 39 Rg-ce. Please refund Contractors License$ ( Total: $841.67 TO: Standard Pacific Homes 7800 E. Dorado Pl., Suite #220 Greenwood Village, CO 80111 111�• ii I I I I limmis I* � A If City of �L. � at c i _..... P'an' P '-rM't r «. i1" ' amchugh@stanp Mailing ,Address; (if different than property address) Address: 7800 E. Dorado Place, Suite 220 Cit , tafe, i e centennial Colorado 80111 Wcrodley Architectural Grciita / Felten C�rtaup Architect/Engineer E -mail. Jacob.Morgan@Feltengroup.com .com Phone: Woodley (303) 683.7231 Contractor, Same as Above Co City License #f: 130216 Phone: 303,770.4100 Sub Contractors: Electrical: Electric Contractors, Inc. Plumbing: Plumbing Unlimited, Inc. Mechanical. Smith & Willis HVAC 080261 W.R. City License 140008 W.R. City License # 80256 W.R. City License # ty Other City Licensed « City License # Complete all information on BOTH sides of this form • �t •• Expanded Basement basement bath rough-in Gas tine to Range /Cooktop Gas tine to Patin Sq. Ft.lt.F Btu's Gallons Amps Squares Other Project slue: (Contract value or the cast of all materials and labor included in the entire project) 4 325,025.68 I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, nags or regulations of the City of Wheat Ridge or covenants, casements or restrictions of record. that all measurements shown and allegations made: are accurate; that I have read and agree to abide by all cond itions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that 3 am the legal owner or have been authorized by the legal ovsner of the property to perform the described work and atria also authorized by the legal ouster of any entity included on this application to list that entity on this ap li a£ CIRCLE ONE (OWNER) R) (C;'dINTR C TOR) rrr tt tTTf�l7XtI3l X7 It P ttX �tV7 d 7I i'F} �+J (t�Ff' � "!+� (C G7 4'�It t rr.� . ��riC� III a,. A Building Division Valuatio . t cues all existing roadway/alley R.O.W. meet the standards of the City , es No If not, what is required? IfR,O. . is required, has the deed been received, "Yes No (see Note below) NOTE: : All deeds ;must be reviewed an approved prior to issuance of the Certificate of Occupancy, A The Public Works Department has reviewed the submitted .material and hereby a pproves this Perm Application, subject to the stated requirements and/or attached stipulations. Signature David F. Bross an, P.L.S. Date 5. NOT APPROVED: The Public Works Department has reviewed the submitted material and dries not approve this Permit Application for the stated reason( s) Signature David F. Brossman, P.L.S. Date 6� Stipulations: x accompanie ilij 7. v" A Drainage Certification Letter byt from the Engineer-of-Record shall be required prior to the issuance of the Certificate of Occupancy. S. NOTE. ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERM PRIOR TO TFI ISSUANCE OF TFIF CERTIFICATE OF OCCUPANCY, EMEMEN City of Wheat Ridge Municipal Building 7500 W, 29" Ave. Wheat Ridge, Co 80033-8001 P: 303-235.2861 F: 301235,2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: Develoome"It Review Proce!s.�sFe�e: $100.00 (Required of all projects f or document processing) Sari zLe EaLni1XiZRWesidftenMe!t/1D�)Jex Review $50.00 zn� • Review of existing or minimal technical $200.00 • Initial review' of technical civil engineering documents (Fee includes reviews of the V' and 2 d $600.00 • Traffic Impact Study Review Fee: (Fee includes reviews of the 1" and 2" submittals):,,,........ $500 * Trip Generation Study Review Fee: - ...... ...... $2()0.00 0 0 & M Manual Review & SMA Recording Fee. $100 � Each Application will be reviewed by staff once and returned for changes, if after review of the second submittal changes have not been made to the civil documents or the Traffic Study as reque by staff, further reviews of the Application will besubject to the following Resubmittal Fees: 0 Resubmittal Fees: TOTAL REVIEW FEES (due at time of Building Perruit, i ssuance )' C W`o,w,cLWheatHdge.co,us t'i fy of �WCatl ' P I c; o it I< Kl,<:Vc Ap .plewood at Fireside ,,.Dour l — Plan Review Worksheet Address: — ZY Doud Subdivision, Filing 2, Lot #: Applicable survey conditions: FD (survey at foundation) NRS (survey prior to CO, if within 2 feet of setback) DOUDI (landscaping) DOUD2 (setbacks) Lot Size: A4_ C� ZI- sq. ft. Total Proposed Building Coverage: Z sq. ft. Setbacks: Required Provided Front ft 5; to Interior Side e io ft 12— Side on street/open space __j �'� Perimeter Rear A): 0 t 7-;? , Is the structure within 2 feet of minimum setbacks? 5 '� , add surveying condition FND.) Driveway review considerations: U Driveways cannot exceed 24' in width. w w PR OPERTY DESCRIPTIO « w WIN • lot m m w 0 Mechanical Contractor UMEE of Authorized Agent Date o mot be k t by ea sub-contracto co n ca the sr Proof of Submission for Permitting/Plan Review A copy of this forin must be completed by each agency indicated • the Pert Submittal checklist f the project type and be attached to the Building Pennit Application at the time of submission, Applications presented for submission without a con'Pleted Proof of Submission form from a required agency will not be accepted or processed. 0=04 Project Address: 11 18 65 West 3811) Avenue, Wheat Ridge, Colqra4o �ffmiml Kim Dahlin am a duty authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. * Wheat Ridge Sanitation Distri a ge ' � ion ""trl * Clear Creek Sanitation Vistric c, Fruitdale Sanitation District s Westridge S=IItatlon Other Agency Notes: The property is currently in the process of being included in tbo Westridge Sanitation District. Ability to serve is based I�pon successful completion of the lnolx,%ion process and expansion of West 38th Avenue sewer I #inx for which a c6niltract has been awarded. C 0 struction to begin March 2014. Ignature: 89te: (Agency Representative) ?- City of ]heatR,td.ge. CIJY0FWJJFATl�tRX'jF' BUILINNO AND Ii' SPEC I ION SERVICUS DIVISION 7500 W 29th Ave 1t wat Ridge, CO 80031.8001 Ix-103135,285ij 303,217,R02 A copy of this (drip intist be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building P Application at the tirn6 of submissioh Applications presented for submission without a completed Proof of Submission form from a required agency will not bekeepted or processed. Date Novonber26.2013 Project Address: 11885 West 38th Avenue, Wheat Ridge, Colorado # . • MMMM11MR, is -1- -00 - 1 0 • Wheat Ridge Sanitation District • Cle Creek Sanitation District • Fruitdale Sanitation District Westtidge Sanitation District • Other ZMMMM i t t Signature: F W " r UJ Date: (Agency Representative) City of hat ids CITYOF WIIEATRIWL BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO $0033.8001 p. 303.235.2855. 303.217.8929 OEM Name of Firm/Individul ting documents: Kieran Hardesty, Standalo,iiR, 6&of Colorado, Inc. Project Type/Description, Construction of 48 Now t t Doud OverlQpolk�$q J�diylslon. MMMMMMM indicated below and do, Va • Wheat Ridge Sanitation District • Clear Creek Sanitation District • Frultdale Sanitation District Westridge Sanitation District • Other MIMI t TA N I M� --- 1QQ I MON No on-- the International Residential Code— am a duty authorized representative of the agency W'6elow, hereby acknowledge receipt of documents necessary Indicated above. 2 *180 Sotith tvar"whoet Stroett, -'Suito 5 olMa—ssenaar , Oenver, CcAorado 80222-5710 303-759-8100 Fax 303-756-2920 wwwagwassenaar.com WA I "Iff"'1110 EM W= As 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. LOU# #1,11.1mg M23� Depth to water: 13 feet at the time of drilling 15 2 days after drilling Standard Pacific of Colorado, Inc. Project Number 135277 January 31, 2014 Page 2 Standard Pacific of Colorado, Inc, Project Number 135277 January 31, 2014 Page 3 I I LAM WIWI I LOP I MaRr-AMMA an 4 M ---- ---- 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 I Slabs should be separated from exterior walls and interior bearing members with a joint which allows free vertical movement of the slab. 2. Slab bearing partitions should be constructed with a minimum 2-inch void space. Stairways bearing upon the slab should be constructed in such a way as 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. I MUM M## slab; however, the void spaces recommended are not intended to predict total slab movement, Care should be taken to monitor and reestablish partition voids and flexible connections when necessary. We are available to provide further consultation regarding basement slab performance risk assessments, The crawl space ground surface should be sloped to the perimeter drain system. Trenching or OMAN 011 MINIM ... IN 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. Standard Pacific of Colorado, Inc, Project Number 135277 January 31, 2014 Page 4 As a minimum, we recommend providing a subsurface drainage system around the lowest below grade area. The purpose of the drain is to collect water which may become trapped on the surface of the excavation and enter the basement or crawl space areas. A drain should be constructed similar to the attached drain detail (Figure 1) and should be uniformly sloped to a positive gravity discharge or sump. If a sump pit is installed, it should be monitored for water accumulation and proper operation. The water level in the sump pit should not be allowed to rise above the foundation drain inlet pipe(s). If water rises above the inlet pipe(s), a pump should be installed (if not originally equipped) or maintenance should be performed on the existing pump. carefully planned and maintained surface drainage. The following recommendations should be implemented during construction and maintained by the Homeowner after the residence is completed: 1 Excessive wetting or drying of the open foundation excavation should be avoided as much as practical during construction, Z The ground surface surrounding the exterior of the foundation should be maintained in such a manner as to provide for positive surface drainage away from the foundation. At completion of construction, we recommend a minimum fall away from the foundation of 6 inches in the first 5 feet. This slope should be continuous across the backfill zone. Standard Pacific of Colorado, Inc. Project Number 135277 January 31, 2014 Page 5 4. If lawn edging is used around the exterior of the foundation, it should be constructed in a manner to prevent ponding • surface water in the vicinity of the backfill soils. 5 All drainage swales should be constructed and maintained a minimum of 5 feet away from the foundation on side yards and 15 feet away from the foundation on back and front yards. Drainage swales should maintain a slope of at least 2% off • the lot. Swales must not be blocked by fences, landscaping, paths or other Homeowner installed items. 6. Roof downspouts and drains should discharge well beyond the limits of foundation backfill. MMV•� Standard Pacific of Colorado, Inc. Project Number 135277 January 31, 2014 Page 6 structure from the soil and foundation viewpoint, please call our office, Sincerely, OMMEM 0 '1 ri',33 �n D 3 LJr. on L. T yl Jr E P i Tayl Jr I sile MRC/DLT/lia Attachment: Figure I Statement of Services BACKFILL__l/' OR UNDER THE FOOTING WITH SOLID PCV PIPE (NOTE 3) 08 FOUNDATION VOID MATERIAL, THE PATHWAYS SHOULD BE BENEATH EACH WINDOW WELL AND AT APPROXIMATE 15 FOOT INTERVALS AROUND THE FOUNDATION, Goo4echnlcW and EnAronmental Consultants FOOTING FOUNDATION TYPICAL INTERIOR DRAIN DETAIL NOTES: 1. DRAIN MUST SLOPE TO A POSITIVE GRAVITY OUTLET AND/OR TO SUMP WHERE WATER CAN BE REMOVED BY PUMPING 2. SLOPE BOTTOM OF TRENCH AND PIPE AT A MINIMUM OF 118" PER FOOT (i.e. I 3, 3 OR 4-INCH DIAMETER RIGID PERFORATED PVC PIPE (ASTM D2729 MINIMUM SCHEDULE 20), OR AN APPROVED SUBSTITUTE FOUNDATION 4. GRAVEL SPECIFICATION: 2" MINUS WASHED WALL ROCK/GRAVEL, POORLY GRADED WITH NO MORE THAN 30% PASSING THE 3/8' SIEVE AND NO MORE THAN 10% PASSING THE #4 SIEVE, OR AS APPROVED BY THE GEOTECHNICAL ENGINEER BACKFILL NON-WOVEN GEOTEXTILE FILTER FABRIC 'R (MIRAFI 140N 08 EQUIVALENT) PLACED OVER ENTIRE WIDTH WDTH OF DRAIN GRAVEL, I DRAIN GRAVEL - (SEE NOTE 4) DRAIN GRAVEL SHALL FILL ENTIRE TRENCH AND EXTEND LATERALLY GRAVEL El TO EDGE OF FOOTING AND UP AT LEAST 2" ABOVE BOTTOM OF FOOTING WITH A MINIMUM OF 3" OF GRAVEL COVER ABOVE PIPE AT HIGH POINT. SLIP JOINT 7T 4 CONCRETE SLAB BACKFILL__l/' OR UNDER THE FOOTING WITH SOLID PCV PIPE (NOTE 3) 08 FOUNDATION VOID MATERIAL, THE PATHWAYS SHOULD BE BENEATH EACH WINDOW WELL AND AT APPROXIMATE 15 FOOT INTERVALS AROUND THE FOUNDATION, Goo4echnlcW and EnAronmental Consultants FOOTING FOUNDATION TYPICAL INTERIOR DRAIN DETAIL aM • s ' e • . i Equipment: Furnace = harrier Model 59SC2B080S21 - -20 (80000 BTU) Air Conditioner = Carrier Model CA13NA036 * * * *(A,B) (3 Ton) Evaporator Coil = Carrier Model CNPV *4221AL *+TDR (3.5 Ton I�i�HEMMMA. �r u � i Report le • • Velocity Tempe rature: Notes: Static pressure available values for return ducts are at the entrance of the duct For supply, they are at theexit, The cumulative static pressure loss for a return trunk Is with respect to the entry po int return run ups hi g h es t pressure ava T o t a l #` cum u s pressure l values for the supply main trunk Include any device pressure losses entered, and the cumulative may also Include the total static pressure loss of the return side, Number of active trunks: 29 Number of active runouts: 33 attest trunk diameter; 6.7 a" 170 attest ru out diameter: 4 R -320 ply fan external static pressure: 0�800 )ply fan davits pressure losse 0.325 aply fan static pressure avdllable: 0.471 n ut maximum cumulative static pressure los 0.662 R turn loss added to supply: 0133 al effective length of return (ft.): 405.4 S , t Low at effective length of supply( ft.): 192.3 SR -420 grail total effective lengths ft.): 697.7 8smt Low to R -420 sign overall friction rate per 100 M: 0.079 (Available SP x 100 J TEL) Furnace Neat Rise- - -deed 58 Degrees on Program SPECIFICATIONS Furnace Blower Data AIR DELIVERY - CFN l f BOTTOM RETURN NV rM FRXER) WMAMONU "I" Furnace Blower Data AIR DELIVERY - CFN l f BOTTOM RETURN NV rM FRXER) oil WAS samoul W= *mu " , xWA#mU=UmW Umaw-Um UXIMNAM mum 0=1 sum PERFORMANCE DAI'A (coat COIL STATIC" PRESSURE DROP (in wc.) PURONO AND R -22 CAE s � #_ t DETAILED COOLING CAPACITIES# CONTINUED Sensible Heat Gain = 28260 BTUs AC Delivers 30890 BTUs 28260/30890 =.914 or 8.6°! over H OW gram atwm Sensible Heat Gain = 28260 BTUs AC Delivers 30890 BTUs 28260/30890 =.914 or 8.6°! over Ity 3' V High Speed V Lm Sperm 13 E k Number 6395468 3 mmy ri SW250,T' 71 CFM Reg :lOx4 Drawn: Approved: SR -240,7 `,7i CFM,Aap:ipx4 Date: x SR-260,'r',71 CFM Rep, lgxA SR- 280,6 " ",34 CFM,Reg :lOx4 i }� SA "3 ,T',55 CFM,Regt5ttx4 , SR- 35p > 7"`.55 CFILt,Acg:'dpx4 ,, SA- 370,T ",55 CFM :Re g. 1p 106" Transfer Grille, if door prea.pnt .. InnOloo 14" ,.e.J_ow,l4x1W',342 CFM,G4Ho +1 Project Am 4 SR - 290,&',34 CFM RegA0 4 I � tl Great Room k SR ",35 CFM,Rag:1 ...., .� 1 tt pp 4 fj ^ ! F , 5 cc 4 a. 6" = V S y d le i i ! � SR-300,r CFM Regitpx4 3 (�J �8 ' , &6•' �'°• „ 4W-1 1 ,_, �. � ,� , .LOw.1010",342CFM,13rIRo.1+ Ducts Ge garage ceiling laxio'*kanittc Proposed: d: Frame i a °Returns �, Ent h L 54x'1(' duct In closet F`rrrCu*smd:Fr4nae R•31p,5 "',34CFM,Reg :40%4 U ".SW320,41",11 CFM A ega(x4 in (2)1WO' ducts to garage Ceiling U -" ; g i 1WO "Transfer Grille eR4�opt Study! F I 4 i SA -34%1T 9GFM,Aeg:1(x4 - 93p,7",43CFM,Reg:Ypx4 GIVEN H ERRF'IFEIAROM LN SF: NS M7 15 RF IRED FROM EUTE WMAIMS t:ALI AND MAY UZ ODUMON 9 REQUIRLD AS SHOWN NF Install Balancing Dampers on all Supplies PAGE SIZE: 11X17" SCALE: 118" = I'D" Drawn: Approved: Date: Job Number. ject Report Project Title: Standard Pacific Fireside Plan 5057 Designed By. Bob Guenther Project Date. Tuesday, February 11, 2014 Client Name. Standard Pacific Company Name, Smith And Willis Heating And Air LLC Company Representative. Bolo Guenther Company Address. 8450 Rosemary Company City. Commerce City, CO 8002 Company Phone: (303)68844487 X -102 Company F -Mail Address. bobCsmithandwillis.com Total Building Supply CFM: 1,200 CFM Per Square ft.. 0279 Square ft. of Room Area: 4,298 Square ft. Per Ton: 1,984 Volume (ft of Cozad. Space; 42,222 Total Heating Required Including Ventilation Air: 55,590 Btuh 55.590 MBN Total Sensible Gain, 28,267 Btuh 100 % Total Latent Gain. -2,274 Btuh 0 % Total Coaling Required Including Ventilation Air. 28,267 Btuh 2.36 Tons (Based On Sensible Latent) Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed building may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturers performance data at your design `ir:1.,. \Plan 5057.rhv ; Wednesday, February 12, 2014, 8;08 AM Summer:. 91 59 15% 50% 75 -39.04 E t Main Trunk Runouts Calculate: Yes Yes E Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg. /100 ft. 0.1000 in.wg. /100 ft. Minimum Velocity: 650 ft. /min 450 ft. /min Maximum Velocity: 900 ` ft. /min 750 ft. /min Minimum Height: 0 in. 0 in. E Maximum Height: 0 in. 0 in. Winter Summer Infiltration Specified: 0250 AC /hr 0.250 AC /hr 122 CFM 122 CFM I _ s Infiltration Actual: 0.300 AC /hr 0.300 AC /hr 1 Above grade Volume: X 29,195 Cu.ft. X 29.195 Cu.ft. 9,008 Cu.ft. /hr 9,008 Cu.ft. /hr X 0.0167 X 0.0167 Total Building Infiltration: 150 CFM 150 CFM Total Building Ventilation: 0 CFM 0 CFM - __System 1 - -- Infiltration & Ventilation Tensible Bain 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 Grains Difference) E Infiltration & Ventilation Sensible toss Multiplier: 62.04 = (1.10 X 0.517 X 69.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC /hr (122 CFM) f Summer Infiltration Specified. 0.250 AC /hr (122 FM) 2 Supply Garage Open Crawl 0.06 8 283.8 Yes 2 Return Garage Open Crawl 0.06 8 22 Yes I t i Y i :..\plan 5057.rhv Wednesday, February 12, 2014, 8 :08 AM Y:\ ... \Plan 50 7.rhv Wednesday, February 12, 2014, 8:08 AM Ne t ft Se 0 Lat Net S an y s Htg Ss C(g Sys Act Duct i Scope 1c too Area, (eir. Gain Caen LSOss t FIv9 �i1r Biz Building 2.36 1,984 4,298 28,267 -2,274 28,267 .w...P..� 55,590 1,066 1,200 1,200 System 1 2.36 1,384 4,298 28,267 - 2,274 28,267 55,590 1,066 1,200 1,200 25x1 Duct Latent -217 0 F Hurnidification 2,309 � Zone 1 4,298 28267 42,057 28,267 53,281 1,966 1,200 1,200 12x1 1 -Rec Room 929 1,321 -134 1,321 7,272 145 56 145 7, 2 -BR 5 177 518 -37 518 1,766 35 22 35 6 3 -Bath 4 47 9 _5 9 296 6 0 6 4 4 -Mechf Storage 322 88 -61 88 3,109 62 4 62 5 5-Project Rm 152 1,582 -231 1,582 2, 720 64 67 67 6, j s 6 -Mud Room 79 624 -165 624 1,768 35 27 35 6 7- Kstchen/Nook 399 6,708 -412 6,708 6,563 131 285 285 7,7,7, 8 -Great Roam 527 3,916 -101 3,916 5,916 118 166 166 7,7, 9-13ath 3 48 152 -49 152 536 11 6 11 4 10- BR41C?pt Study 179 2 „048 -104 2,048 3,749 75 87 87 7,7 11 -Entry 92 463 -152 463 1,715 34 20 34 5 l 12-Master BR 276 3,679 -50 3,679 4,199 84 166 156 7,7,7 13 -BR 2 181 989 -106 989 1,616 32 42 42 7 14 -Bath 2 71 171 -41 171 511 10 7 10 4 15-38 3 191 1,895 -20 1,895 2,927 59 80 80 7, 16- Laundry 61 311 .32 311 523 10 13 13 4 17- Library 269 2,183 -41 2,183 3,525 71 93 93 6, 18- Master Bath 189 980 -156 980 2,526 51 42 51 6, 19 -WIC 1 51 283 -114 283 1,261 25 12 25 5 20 -WIC 2 58 346 -46 346 783 16 15 16 4 i Sure of room airflows may be greater than system airflow because s stern room airflo option use the cheater of heatin or cooline _ i i Y Y:\ ... \Plan 50 7.rhv Wednesday, February 12, 2014, 8:08 AM Up: ST -240 55 Rect 1.5 Presize 267 -- -Duct Name: T -240, Effective Length: 1.2 Trunk 0.0000 Up: ST-200 55 Rect 1.2 Presize 013 -- -Duct Name: T -200, Effective Length: 2.3 Trunk 0.0003 Up: ST -140 55 Rect 2.3 Presize 359 -- -Duct Name: ST-190, Effective Length: 4.2 i 12.9 14 10 4.7 12.9 14 10 9.3 275 I 0.000 I 0.010 0.000 0.0 0.000 0.280 0.520 022 0.000 0.014 0.000 0.0 0.000 0.280 0.520 s 369 t' 0.000 0,018 0:000 0.0 0.000 0.280 0.520 216 0.000 r 0.007 0,000 0.0 0.000 0.279 0.521 194 3 0.000 0.006 0.000 0.0 0.000 0.279 0.521 Trunk 0.0003 12.9 Up: ST -250 55 14 Rect 4.2 10 Presize 210 167 -- -Duct Name: T -180, Effective Length: 'Tai' 141 Trunk 0.0003 12,3 Up: ST -190 55 14 Rect 7.7 10 Presize 189 30.7 6.7 230 0.001 i 4 0.019 0.000 10 0.0 0.001 } 12.1 0.277 0.523 12.9 141 E 0.000 14 0.003 0.000 10 0.0 0.000 { 38.7 0.279 0521 1 6.7 306 0.001 4 0.031 0.000 10 0.0 0.001 5.8 0.278 0.522 Y:\...\Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM -- -Duct Name: -250, Effective Length: 15 Trunk 0.0003 --Duct Name: ST -140, Effective Length: 1.2 Trunk 0.0003 12.9 377 0.000 U: ST -120 55 14 0.018 0.000 Rect 1.2 10 0.0 0.000 Presize 366 4.7 0.280 0.520 -- -Duct Name: SR- 240, - Supplies: Kitchen /Nook, fittings: 2 -1, 4 -H, 8 -A2, 8 -A2, Effective Length: 70.9 Runout 0.0003 7 255 0.003 Up: ST -260 55 5.4 0.019 0..011 Rnd 13.3 77 57.6 0,013 Presize 71 244 0.264 0.536 _- -Duct Name: SR -250, Supplies: Kitchen /Nook, Fittings: 2-1,4-G, Effective Length: 83.6 Runout 0,0003 7 266 0.004 Up: ST -340 55 5.4 0.019 0.012 Rnd 22.3 7.7 61.3 0.016 Presize 71 40.9 0.262 0.538 -- -Duct Name: SR -260, Supplies: Kitchen /Nook, Fittings: 2 -1, 4 -H, 8 -A2, 8 -A2, Effective Length: 94.6 Runout 0.0003 7 266 0.005 Up: ST-290 55 5.4 0.019 0.013 Rnd 24.0 7.7 70.6 0.018 Presize 71 44 0.260 0.540 --- Duct Name: SR -270, Supplies: Mud Room, Fittings: 2-1,4-G, Effective Length: 85.5 Runout 0.0003 6 178 0.003 Up. ST -230 128 47 0.010 0.005 Rnd 31.8 6,6 53.7 0.009 Presize 35 50 0271 0.529 -- -Duct Name: SR -280, Supplies: Project Rm, Fittings: 2 -1, 4 -G, 8 -A2, 8 -A2, Effective, Length: 92 »1 Runout 0.0003 6 173 0.003 Up. ST -360 55 4.7 0.011 0.007 Rnd 28.7 6.6 63.5 0.010 Presize 34 45 0.268 0.5:32 - -Duct Name: SR -290, Supplies: Project Rm, Fittings: 2 -1, 4 -G, Effective Length: 77.5 Runout 0.0003 6 173 0.003 Up. ST -280 55 4.7 0.011 0.005 Rnd 32.0 6.6 45.5 0.008 Presize 34 50.3 0.271 0.529 -° -Duct Name: SR -300, Supplies: Kitchen /Nook, Fittings: 2-1,4-H, Effective Length: 76.1 Runout 0.0003 7 266 0.003 Up: ST-220 55 5.4 0.019 0.011 Rnd 16.7 7.7 59.5 0.014 Presize 71 30.5 0.265 0.535 Y:\ ... \Plan 5057.rhv Wednesday, February 12, 2014 8.08 A -- -Duct Name: SR -310, Supplies: Entry, Fittings: -1, 4 -G, Effective Length: 46.8 Runout 0.0003 5 249 0.000 Up. ST -110 128 3.9 0.023 0..011 Rnd 0.5 5.5 463 0.011 Presize 34 0.7 0.274 0.526 -- -Duct Name: SR -320, Supplies: Bath 3, Fittings: 2 -1, 4µH, Effective Length: 31.3 Runout 0.0003 4 126 0.001 Up. ST -330 128 3.1 0.010 0.002 Rnd 10.7 4.4 20.6 0.003 Presize 11 11.2 0.281 0.519 -- -Duct Name: SR-330, Supplies: RR4 /Opt Study, Fittings: 2 -1, 4 -G, 8 -A2, 8 -A2, Effective Length: 95.6 Runout 0.0003 7 161 0;002 Up: ST -310 55 5.4 0.008 0.085 Rnd 28.0 7.7 67.6 0.007 Presize 43 51.3 0.277 0.523 --Duct Name: SR -340, Supplies: BR4 /Opt Study, Fittings: 2 -1 4 -G, 8 -A2, 8 -A2, Effective Length: 89.4 Runout 0.0003 7 161 0.001 Up. ST -110 55 5.4 0.008 0.006 Rnd 18.5 77 70.9 0.007 Presize 43 319 0.278 0.522 -- -Duct Name: SR -350, Supplies: Great Room, Fittings: 2-1,4-H, Effective Length: 48.8 Runout 0.0003 7 206 0.000 Up: ST -260 55 5.4 0.012 0.005 Rnd 0.7 77 40.2 0.005 Presize 55 12 0,273 0.527 -- -Duct Name: SR -360, Supplies: Great Room, Fittings: 2-1, 4-G, 8-A2, 8 -A2, Effective Length: 83.8 Runout 0.0003 7 206 0.001 Up: ST -270 55 5.4 0.012 0.009 Rnd 8.7 7.7 75.1 0.010 Presize 55 15,9 0.268 0.532 -- -Duct Name: R -370, Supplies: Great Room, Fittings: 2 -1, 4 -G, 8 -A2, 8-A2, Effective Length: 92.0 Runout 0.0003 7 206 0.002 Up: ST -290 55 5.4 0.012 0.009 Rnd 15.2 7.7 76.8 0.011 Presize 55 27.8 0267 0.533 - -Fruit Name: ST -340, Feeds Into: Rec Room, Effective Length: 0.5 Trunk 0.0003 12.9 203 0.000 Up: ST -270 55 14 0.006 0.000 Rect 0.5 10 0.0 0.000 Presize 197 2 0.278 0.522 Y :t ...\Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM --- Duct Name: ST -320, Feeds Into: Mech/ Storage, Effective Length: 1.9 I Trunk 0.0003 18.6 521 0:000 I U: ST -330 55 25 0.022 Omo Rect 1.8 12 0.0 0.000 Presize 1,085 11.3 0.284 0.516 -- -Duct Name: ST -310, Feeds Into: echl Storage, Effective Length; 1.3 Trunk 0.0003 18.6 544 0.000 1 Up: ST -110 55 25 0.024 0.000 Rect 1.3 12 0.0 0.000 Presize 1,134 82 0.285 0.515 -- -Duct Name: ST -300, Feeds Into: Rec Room, Effective Length: 3.4 Trunk 0.0003 15.2 353 0.000 Up: ST -280 55 20 0.014 0.000 Rect 3.4 10 0.0 0.000 Presize 400 17.1 0.278 0.522 -- -Duct Name; ST -290, Feeds into: Rec Room, Effective Length: 0.9 Trunk 0.0003 12.9 389 0,000 U: ST -360 55 14 0.019 0.000 Rect 0.8 10 0,0 0.000 Presize 378 13 0278 0.5+22 #"#.VV ###, #ar##CUL#YC: L.. #LtuL # #:; wu Trunk 0.0003 12.9 259 0.000 Up: ST -290 55 14 0.009 0.000 Rect 0.5 10 0.0 0.000 Presize 252 2 0.278 0.522 -- -Duct Name: ST -280, Feeds Into: Rec Room, Effective Length. 0.8 Trunk 0.0003 12.9 130 0:000 Up: ST -340 55 14 0.003 0.000 j Rect 0.8 10 0.0 0.000 Presize 125 13 0.278 0.522 --- Duct Name; ST -230, Feeds Into: Rec Room, Effective Length: 1.0 Trunk 0.0003 15.2 397 0.000 Up: ST -220 55 20 0.017 0,000 Rect 1.0 10 0.0 0.000 Presize 551 5 0.280 0.520 Y :\...\Plan 5057.rhv Wednesday, February 12, 2014, 8:08 Al - _-Duct Name: ST -220, Feeds Into: Rec Room, Effective Length: 1.2 1 "gunk 0.0003 15.2 457 0.000 Up, ST-210 55 20 0.022 0.000 Rect 1.2 10 0.0 0,000 Presize 635 5.8 0.280 0.520 -- -Duct Name: ST -210, Feeds Into: Rec Room, Effective Length: 0.8 Trunk 0,0003 15.2 456 0:000 Up. ST -130 55 20 0.025 0.000 Rent 0.8 10 0.0 0.000 Presize 675 42 0.280 0.520 -- -Duct Name: SMT -100, Feeds Into: Mech/ Storage, Fitting: 1 - 1, Effective Length: 132.8 Trunk 0.0003 16,0 690 0,000 Up. Fan 55 25 0.043 0.056 Rect 0.8 10 131.9 0.382 Presize 1,197 4.9 0.285 0.515 __Duct Name: ST -110, Feeds Into: Mech1 Storage, Effective Length: 1.3 € Trunk 0.0003 18.6 575 0.000 Up. SMT-100 55 25 0.026 0.000 Rect 1.3 12 0.0 0.000 Presize 1,197 82 0,285 0.515 _ -Duct Name: ST -120, Effective Length: 1,7 Trunk 0.0003 12.9 377 0:000 Up: ST -380 55 14 0.018 0.000 Rect 17 10 0.0 0.000 Presize 366 6.7 0281 0.519 t -- -Duct Name: ST -130, Feeds Into: Rec Room, Effective Length: 2,5 Trunk 0.0003 152 515 0.001 Up: ST -380 55 20 0.027 0.000 Rect 2,5 10 0.0 0.001 $ Presize 715 12.5 0.280 0,520 -- -Duct Name: ST -330, Feeds Into: Mecht Storage, Effective Length: 1,7 Trunk 0 «0003 18.6 524 0.000 Up: ST -310 55 25 0.022 0.000 ? Rect 1.7 12 0,0 0.000 Presize 1,091 10,3 0284 0.516 3 k -- -Duct Name: SR -380, Supplies: Rec Room, Fittings: 2-1,4-AD, Effective Length: 03.1 Runout 0.0003 7 273 0.006 Up. ST -370 128 5.4 0.018 0.009 Rnd 31.4 7.7 517 0.015 ; j Presize 73 57.6 0.263 0.537 Y:0 ... \Plan 5057.rhv Wednesday, February 12, 2014, 8.08 AM -- -Duct Name: ST -350, Feeds Into: Rec Room, Effective Length: 0.8 Trunk 0.0003 12.9 453 0.000 Up. ST -370 55 14 0..026 0.000 Rect 0.8 10 0.0 0.000 Presize 440 3.3 0278 0.522 -- -Duct Name: SR -390, Supplies: Rec Room, Fitting: 4•G, Effective Length: 59.6 r Runout 0.0003 7 273 0.005 j Up. ST -350 128 5.4 0.018 0.006 Rnd 26.5 77 33.1 0.011 Presize 73 48.6 0.2617 0.533 - -Duct Namme. ST-360, Feeds Into- Rec Room, Effective Length; 0.8 Trunk 0,0003 12.9 424 0.000 Up. ST -350 55 14 0.023 0.000 Rect 0.8 10 0.0 0.000 I Presize 412 33 0.278 0.522 -- -Duct Name. SR -400, Supplies. RR 5, Fittings: 2 -1, 4 -AD, Effective Length: 57.4 Runout 0.0003 6 178 0.002 i Up; ST -300 128 47 0,010 0.004 r Rnd 16.0 6.6 41.4 0.006 I Presize 35 25.1 0.273 0..527 -- -Duct Name: ST -370, Feeds Into: Rec Roam, Effective Length: 1.6 Trunk 0.0003 152 337 0.000 Up. ST-300 55 20 0.013 0.000 Rect 1.6 10 0.0 0.000 Presize 468 7.9 0.278 0.522 t - --Duct Dame: SR -410, Supplies: Rath 4, Fittings: 2 -1, -AD, Effective Length: 30.4 Runout 0.0003 4 69 0.000 Up: ST -230 128 3.1 0.003 0.001 Rnd 9.2 4.4 21.2 0.001 Presize 6 9.6 0.278 0.522 -- -Duct Name: R -420, Supplies: Mechl Storage, Fittings: -1, 4 -AD, Effective Length: 53.4 Runout 0.0003 5 455 0.010 Up. ST -320 128 3.9 0.067 0.026 f Rnd 153 5.5 38.0 0.036 Presize 62 20.1 0.248 0.552 -. -Duct Name. ST -380, Feeds Into: Rec Room, Effective Length: 8.8 1 , t Trunk 0.0003 16.9 623 0.003 1 Up. T -320 55 25 0.035 0.000 Rect 8.8 10 0.0 0.003 Presize 1,081 51.5 0281 0.519 i Y:\ ...\Plan 5057.rbv Wednesday, February 12, 2014,8:08 AM _- -Duct Name: SR -100, Supplies: blaster BR, Pitting: -G, Effective Length: 32.6' Runout 0.0003 7 195 0.001 Up: ST -170 55 5.4 0.011 0.003 Rnd 5.0 7.7 2726 0.004 Presize 52 92 0.273 0.537 # _- -[duct Name. SR -110, Supplies: Master BR, Fittings: 2-1,4-G, Effective length. 68.8 Runout 0.0003 7 195 0:002 Up: T -160 55 5.4 0.011 0.005 Rnd 18.8 7.7 49.9 0.007 Presize 52 34.5 0.271 0.529 t -- -Duct Name. SR -120, Supplies: Master BR, Fittings: 2 -1, 4 -G Effective length. 75.8 Runout 0.0003 7 195 0.002 ; Up. ST -180 55 5.4 0.011 0.006 Rnd 19,0 7.7 56.8 0.008 Presize 52 34.8 0.271 0.529 ___Duct Name. SR -130, Supplies. WIC 1, Fitting -1, 4-H, Effe length. 30.3 Runout 0.0003 5 183 0.000 a Up. ST -170 128 3.9 0.014 0.004 Rnd 22 5.5 2& 1 0.004 Presize 25 2.8 0.273 0.527 S -- -Duct Name. SR -1410, Supplies. blaster Bath, Fittings: 2-1,4-H, Effective length. 37.1 Z Runout 0,0003 6 127 0.000 l Up. ST -150 128 4.7 0.006 0.002 Rnd 4.8 6.6 322 0.002 Presize 25 7.6 0276 0.524 -- -Duct Name. SR -150, Supplie Master Bath, Fittings. 2-1,4-H, Effe length. 45.5 Runout 0.0003 6 127 0.000 Up. ST -190 128 4.7 0.006 0.002 $ Rnd 4.8 6.6 40.6 0.003 Presize 25 7.6 0.277 0.523 2 S -- -Duct Name. SR -160, Supplies. WIC 2, Fitting 2.1, 4 -G, Effective length. 39.6 4 Runout 0.0003 4 183 0.001 I Up. T -250 128 3.1 0.018 0.006 t Rnd 6.7 4.4 33.0 0.007 P resize 16 7 0.272 0.528 -- -Du Name. SR -170, Supplies. BR 2, Fittings. 2-1,4-G, Effective length. 77.8 Runout 0.0003 7 157 0.001 } Up. ST -250 55 5.4 0.007 0.004 Rnd 18.8 7.7 59.0 0.006 Presize 42 34.5 0.274 0.526 E �a 3 1!:\ ... \Plan 5057.rhv Wednesday, February 12, 2014, 8..08 AM -- -Duct Name: SR -180, Supplies: Bath 2, Fittings: 2 -1, 4 -hl, Effective Length: 40.8 Runout 0.0003 4 115 0.001 Up: ST -140 128 3.1 0.008 0.002 Rnd 152 4.4 25.7 0.003 Presize 10 15.9 0277 0.523 -- -Duct Name: SR -190, Supplies: BR 3, Fittings: 2-1,4-G, 12 -, 12 -S, Effective Length: 110.7 € Runout 0.0003 7 150 0.002 Up: ST -133 55 5.4 0.007 0:006 E Rnd 29,8 7.7 80.9 0.008 ! Presize 40 54.7 0273 0.527 -- -Duct Name: SR -200, Supplies: BR 3, Fittings: 2 -1, 4 -H, 12 -S, 12 -S, Effective Length: : 96.5 Runout 0.0003 7 150 0.002 Up. ST-210 55 5.4 0.007 0.005 Rnd 25.3 7.7 71.2 0.007 Presize 40 46.4 0273 0.527 -- -Duct Name. SR -210, Supplies; Laundry, Fittings: 2-1,4-G, 8-A2,8-A2, Effective Length: 50.3 z Runout 0.0003 4 149 0.002 Up: ST -220 55 3A 0.014 0.005 Rnd 14,2 4.4 36.2 0.007 Presize 13 14.8 0.273 0.527 -- -Duct Name: SR -220, Supplies. Library, Fittings. 2 -1, 4 -N, 8 -A2, Effective Length: 52.7 t Runout 0.0003 6 234 0.000 Up: T -200 55 4.7 0,018 0.009 Rnd 0.8 6.6 51.9 0.010 Presize 46 1.3 0270 0.530 -- -Duct Name; SR-230, Supplies. Library, Fittings: 2 -1, 4 -N, 8 -A2, Effective Length. 59.5 € Runout 0.0003 6 234 0.001 Up: T -240 55 4.7 0.018 0.009 Rnd 7.7 6.6 51.9 0.011 Presize 46 12 0.269 0.531 Report Units. Pressure. in.wg, Duct lengths. feet, Duct sizes. inch, Airflow Velocity. ft. /min, Temperature. 4 F ! Y:\...\Pian 5057.rhv Wednesday, February 12, 2014, 8 :08 AM 1 otai runout outlet alrtiow: 1,41 Main tank airflow: 1,197 Largest trunk diameter: 18.6 ST -320 Largest runout diameter: 7 SR -240 " Smallest trunk diameter: 6.7 ST -170 Smallest runout diameter. 4 -320 Supply fan external static pressure: 0.800 Supply fan device pressure lasses: 6.325 Supply fan static pressure available: 0.475 Runout maximum cumulative static pressure loss: 0.552 R -4201 Return loss added to supply: 01.133 Total effective length of return ft.): 405.4 Bsmt Low Total effective length of supply ( ft.): 192.3 R -420 Overall total effective length ( ft.): 597.7 Bsmt Low to SR -420 Design overall friction rate per 100 ft.: 0.079 (Available Sly x 100 / TEL) System duct surface area (No Scenario): 906.9 System duct surface area (Scenario 2): 283.8 garage (Linked to duct load) Total system duct surface area: 1190.7 Y:l ...\Plan 5057.rhv Wednesday, February 12, 2014, 8:08 A - -Duct Name: Low, Returns From: Entry, Fittings: 6- 13,;6 -H, 8-R3D, Effective Length: 167.6 0.0003 Runcut 0.0003 12.9 352 0:000 Up. RT -150 75 14 0.016 0.023 Rect 0.0 10 167.6 0.026 Presize 342 0 -0.027 0.026 -- -Duct Name: Low, Returns From: Kitchen/Nook, Fittings: 6 -5, 6 -N, 8 -R3D, Effective Length: 167.8 Runout 0.0003 12.9 352 0.000 Up. RT -180 75 14 0.016 0.026 Rect 02 10 167.6 0.027 Presize 342 0.7 _0.024 0.027 Trunk 0.0003 18.6 680 0.000 Up: Fan 75 25 0.035 0.076 Rect 0.7 12 218.5 0.076 Presize 1,417 4.1 _0.057 0.133 -- -Duct Name: RT -110, Feeds From: Mechf Storage, Effective Length: 7.0 Trunk 0.0003 18.6 680 0;002 Up: RIFT -100 75 25 0.035 0.000 Rect 7.0 12 0.0 0.002 Presize 1,417 432 _0.055 0.130 __Duct Name: RT -120, Effective Length: 4.2 0.0003 16.9, Trunk 0.0003 12.9 498 0.001 Up; RT -170 75 14 0.029 0.000 Rect 42 10 0.0 0.001 Presize 484 16.7 0.052 0.013 ..- -Duct Name: RT -130, Feeds From: Rec Room, Effective Length: 2.0 342 11.7 Trunk 0.0003 16.9, 197 , 0.000 Up: RT -170 75 25 0.004 0.000 Rect 2.0 10 0.0 0.000 Presize 342 11.7 -0.053 0.029 R- -Duct Name: RT -160, Feeds From: echl Storage, Effective Length: 3. Trunk 0.0003 12.9 352 Up. RT -230 75 14 0.016 Rect 3.0 10 0.0 Presize 342 12 4054 Y:\...\Plan 5057.rhv Wednesday, February 12, 2014, 8:08 A --- Duct Name:. RT -140, Feeds From: Kitchen/Nook, Effective Length: 5.5 Trunk 0.0003 12.9 498 0.002 1 Up: RT -120 75 14 0.029 0.000 , Rect 5.5 10 0.0 0.002 Presize 484 22 -0.050 0.011 - -_ Duct Name: RT -180, Feeds `From: Rec Room,' Effective Length: 11.5 Trunk 0.0003 12.9 352 0.002 Ufa: RT -210 75 14 0.016 0:000 Rect 11.5 10 0.0 0:002 Presize 342 46 - 0.050 0;027 -- -Duct Name: SIT -21 0, Feeds From: Rec Room, Effective Length. 85 0.0 0:000 Trunk 0.0003 16.9 197 0:000 Up: RT -130 75 25 0.004 0.000 Rect 8.5 10 0.0 0.000 Presize 342 49.6 -0.052 0.028 -- -Duct Name: RT -220; Feeds From: Mechl Storage, Effective Length: 4.1 0.0003 10 Trunk 0.0003 10 457 0.001 Ups: RT -110 75 7.8 0,031 0.000 Rnd 4.1 10.9 0.0 0.001 Presize 249 10.7" 4053 0.129 -- -Duct Name: RT -230, Feeds From: Mecht Storage, Effective Length. 1.5 Trunk 0.0003 18.6 561 0.000 Up: RT -110 75 25 0.024 0.000 Rct 1.5 12 0.0 0:000 Presize 1,168 9. -0.054 0.016 -- -Duct Name: Rsmt Low, Returns From: Mechl Storage, Fittings.. 6 -M, -G, 8 -A2, Effective Length: 175.2 Runout 0.0003 10 457 0.000 Up: RT -220 75 7.8 0.031 0..053 Rnd 0.0 10.9 1752 0.053 Presize 249 0 0.000 0.053 -- -Duct Name. Mstr Ceiling, Returns From. Master RR, Fittings: -tom, 6•L, Effective Length: 77.9 Runout 0.0003 12 315 0.002 Up: RT -140 75 9.3 0.012 0.008 Rnd 13.2 13.1 64.7 0.010 Presize 247 41.6 -0.040 0.010 -- -Duct Name: Mall Meiling, Returns From: Library, Fittings; 6 -C, -L, Effective Length: 73..1 Runout 0.0003 12 302 0.001 Up RT -140 75 9.3 0.012 0;007 Rnd 9.0 13.1 64.1 0:008 Presize 237 28.4 - 0.041" 0.008 Y ... \Plan 5057.rhv Wednesday, February 12, 2014, 8:08 A -- -Duct Name: RT -170, Feeds From Rec Room,' Effective Length: 7.5 Trunk; 0.0003 16.9 476 0.002 Up: RT -230 75 25 0.021 9.900 Ret 7.5 10 0.0 0.002 Presize 826 43.3 _:0.053 0.014 I i RiffUnTURTIOMMan Main trunk airflow: System duct surface area (o Scenario): System duct surface area (Scenario 1): System duct surface area (Scenario 2): Total system duct surface area: 0.053 Rst Low 0.133 1,417 1smt Low 1,417 18.6 RMT -100 12.9 Low 10 RT -220 10 l.smt Low 0.053 Rst Low 0.133 405.4 1smt Low 247.0 70 Attic (Linked to duct load) 22 garage (Linked to duct load) 339.5 Y.1... \flan 5057.rhv Wednesday, February 12, 2014, 3.03 Ali Atrium: Glazing-.31/.33, u-value 0.31, SHGC 0,33 525 11,230 0 1.5,015 1 b,U/b R6.2 Door: Door-U=,161 41.8 465 0 148 148 151315 -Ow -9. Wall- 1194.4 4,238 0 74 74 151315 -Ow -8. Wall-Basement, framing with R -15 sill to 225.6 794 0 13 13 floor in 2 x 4 cavity, core, no board insulation, plus interior finish, wood studs, 8' floor depth 15B11 -Ow -9. Wall- 74.5 292 0 7 7 Basement R11 -9: Wall-Basement, Custom, R -11 599.9 2,195 0 36 36 Basement wall 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, 3048.2 13,672 0 2,237 2,237 no board insulation, siding finish, wood studs 1613-38: Roof/Ceiling-Under Attic with Insulation on Attic 17872 3,205 0 2,138 2,138 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 1153 1,591 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 32' wide 21 A-32-c: Floor-Basement, Concrete slab, any thickness, 321,8 444 0 0 0 2 or more feet below grade, no insulation below floor, carpet covering, shortest side of floor slab is 32' wide 20P-30: Floor-Over open crawl space or garage, Passive, 317 766 0 66 66 R-30 blanket -- - --- ------- Subtotals for structure: 38,892 0 19,794 19,794 People: 6 1,200 1,380 2,580 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 5,076 -217 1,744 1,527 Infiltration: Winter CFM: 150, Summer CFM: 150 9,313 3,257 2,161 -1,096 Ventilation: Winter CFM 0, Summer CFM: 0 0 0 0 0 Humidification (Winter) 6.30 gal/day: 2,309 0 0 0 AED Excursion. 0 0 1,988 1,988 Total Building Load Totals: 55,590 -2,274 28,267 25,993 Total Building Supply CFM. 1,200 (;FM ver Square tt.: U.ZIU Square ft. of Room Area: 4,298 Square ft. Per Ton. 1,984 Volume (ft: of Cond, Space: 42,222 Total Heating Required Including Ventilation Air: 55,590 Btuh 55.590 MBH Total Sensible Gain: 28,267 Btuh 100 % Total Latent Gain* -2,274 Btuh 0 % Total Cooling Required Including Ventilation Air'. 28,267 Btuh 2.36 Tons (Based On Sensible + Latent) R6.2 Door: Door-U=.161 41.8 465 151315-0w-9: Wall- 1194.4 4,238 151315 -Ow -8: Wall- Basement, , framing with R -1 sill to 225.6 794 floor in 2 x 4 cavity, core, no board insulation, plus Btuh interior finish, wood studs, 8" floor depth % 151311 -Ow -9: Wall- 74.5 292 Basement R11 -9. Wall-Basement, Custom, R -11 599.9 2,195 Basement wall Total Cooling Required Including Ventilation Air: 12F -Ow: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, 30482 13,672 no board insulation, siding finish, wood studs Tons (Based On 168 -38, Roof/Ceiling-Under Attic with Insulation on Attic 1787.2 3,205 Floor (also use for Knee Walls and Partition Ceilings), 1,527 Vented Attic, No Radiant Barrier, Dark Asphalt 2,161 Shingles or Dark Metal, Tar and Gravel or Membrane, 0 R-38 insulation 0 21A-32: Floor-Basement, Concrete slab, any thickness, 2 1153 1,591 or more feet below grade, no insulation below floor, 0 any floor cover, shortest side of floor slab is 32' wide 1,988 21A -32 -c. Floor-Basement, Concrete slab, any thickness, 321.8 444 2 or more feet below grade, no insulation below floor, carpet covering, shortest side of floor slab is 32' wide 20P-30: Floor-Over open crawl space or garage, Passive, 317 766 R-30 blanket insulation, an cover ----------- - - Subtotals for structure: 38,892 People 6 Equipment Lighting: 0 Ductwork: 5,076 Infiltration: Winter CFM. 150, Summer CFM: 150 9,313 Ventilation: Winter CFM: 0, Summer CFM: 0 0 Humidification (Winter) 6.30 gal/day: 2,309 AED Excursion: 0 System 1 Whole House System Load Totals: 55,590 Supply CFM: 1,200 CFM Per Square ft, Square ft. of Room Area: 4,298 Square ft. Per Ton: Volume (ft of Cond. Space: 42,222 Total Heating Required Including Ventilation Air: 55,590 Btuh 55-590 MBH Total Sensible Gain: 28,267 Btuh 100 % Total Latent Gain: -2,274 Btuh 0 % Total Cooling Required Including Ventilation Air: 28,267 Btuh 2.36 Tons (Based On 0 -217 1,744 1,527 Sensible + Latent) Um Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. 0 148 148 0 74 74 0 13 13 0 7 7 0 36 36 0 2,237 2,237 0 2,138 2,138 0 0 0 0 0 0 0 66 66 0 19,794 19,794 1,200 1,380 2,580 0 1,200 1,200 0 0 -217 1,744 1,527 -3,257 2,161 -1,096 0 0 0 0 0 0 0 1,988 1,988 -2,274 28,267 25,993 Y:\ ...\Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM Cooling � System Type: Standard Air Conditioner Outdoor Model: CAI3NA036 * * * *(A,B) Indoor Model: CNPV *4221AL * +TDR Tradename: 13 SEER PURON AC Outdoor Manufacturer: CARRIER AIR CONDITIONING AHRI Reference No.: 6395463 Nominal Capacity: 33000 Efficiency: 13 SEER Heating System Type: Natural Gas Furnace Model: 59SC2B030S21 __20 Tradename: Carrier Manufacturer: CARRIER CORPORATION Description: Natural Gas or Propane Furnace Capacity: 75000 Efficiency: 92.1 AFUE Y:\ ... \Plan 5057.rhv Wednesday, February 12, 2014, 3 :03 AM n� rt{ �' C1± qw�g# 4Y dj" n�' �4��' RA#+ : ifV�`' SU{ �@$` �. 'i` #iSb�W.�'��..,,.........,.._ _,._. «_ _�,.. «M«..,,., •__. __. "�{fi,'�'�yei�9R;f}��`�E'yy ,k �,�e .iY o 12 L ......,,w,.w,.. ce r Calculation Mode. Htg. & clg. Occurrences: 1 Room Length. 928.9 ft. System Number. 1 Room Width: 1.0 ft. Zone Number, 1 Area: 929.9 sq.ft. Supply Air. 145 CFM Ceiling Height: 10.2 ft. Supply Air Changes.. 0.9 AC/hr � Volume. 9,444.0 cu,ft. Req. Vent. Clg. 0 CFM Number of Registers, 2 Actual Winter Vent.: 0 CFM Percent of Supply.. 0 % Actual Summer Vent.. 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 6 CFM Actual Summer Infil.: 6 CFM V SW- Wall -1 51315 -Ow -9 15 X 10,2 152.5 0.047 3.6 547 0.1 0 11 SF- Wall - 151315 -O -9 10 X 10.2 101.7 0.047 3.6 364 0.1 0 7 SW- Wall- 151315- Owm813 X 10.2 116.2 0,047 3.5 410 0.1 0 7 NW"Wall - 151315 -Ow- 10 X 102 101.7 0.047 3,6 364 0.1 0 7 1 SW- Wall®151315 -Ow -9 7.5 X 102 76.5 0.047 3.6 274 0.1 0 NW - Wall - 15131 -0w -9 7.7 X 102 78 0,047 3.6 279 01 0 5 S13- Wall -151311 -Ow -9 7.3 X 102 74.5 0.051 3.9 292 0.1 0 7 NIA- Wall - 151315 -0w -9 31.5 X 320.4 0.047 3.6 1,148 0.1 0 22 10.2 SF- Wall- 151315 -Ow -9 17.8 X 165.3 0.047 3.3 552 0.0 0 3 10.2 W -CIs- Atrium shgc -0.33 O %S 16 0.310 21.4 342 30.8 0 492 SF -Cls Atrium shgc 0 3 O %S 16 0310 21.4 342 30 8 0 492 Floor 1 X 928 _. 928.9 O 020 _. _ ., . 1.4 1 282 , _ 0_ . 0 0 Subtotals for Structure: �.. 6,196 v _ 0 1,058 Infil.. Win.. 6., Sum.. 6.2 158 2.42:2 383 0.563 -134 89 Ductwork. 693 82 AFIO Excursion g I g 93 I ..__ !( Room Totals, i _. _.. _. _ ._ 7,272 .... b,me _ . _134 _. _ 1,321 F t I V t i P Y:1 ... \Plan 505 .rhv Wednesday, February 12, 2014, 8:.08 AM Room length: 14e3 ft. System Number: 1 Room Width: 12.3 ft. Zone Number: 1 Area: 177.0 sq.ft; Supply Air: 35 CFM Ceiling Height: 10.2 ft. Supply Air Changes: 12 AC/hr Volume: 1,706,0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM I Percent of Supply: 0 % Actual Winter Infil.: 2 CF Actual Summer Infil CM r \ \Ctll"k.'a• � „ \ ,. � t, us�i. i,1. � �� . N,� - ' V ? �„k,�' �at .SM;. 1 } k�l� 1 � :.1`: �'y a S n „, .,:1�1a. 4 Y ;� v, '�" �I�iN +. " t >4... �.;•�fl�a�l,i� �ll�J � i, ��ti . ',: } � �� a \1„+3v'�,�' �ZY�'� � \ \,, �: k�rl��'`�aYaua�t' �.. , � 1�, ,a���lc � .�� .i� � .� „� SW- W�al1- 15815 -Ow -0 14:3 X . .i�� 145.7 r 0:047 3.5 522 0,1' 0 ' 10.2 ; NW- Wall - 151315 -Ow_8 12.3 X 100.4 0.047 15 384 0.1 0 6 10.2 NW -GIs- Atrium shgc -0.:33 O %S 16 0.310 21.4 342 25 6 0 400 Floor-21A-32 1 176 �_� .. ar _ 176 _ _ _,. w . _ 1 4 _ :m_. 244 _ � _.� ,. 0 w. 0 _X Subtotals for Structure: 1,492 0 425 Infil.. Win.: 1.7, Sum.. 1.7 44 2.410 106 0.570 -37 25 Ductwork: 168 32 AFD E xcursion: �} Room Totals: 1,766 -7 518 k 3 s I I : r A ...!Plan 5057.rhv Wednesday, February 12, 2014, 8 :08 AM 3.2 ft. System Number: 1 Infil. Win.: 0.2, Sum., 0.2 52 ft. Zone Number.. 1 26 47.0 sq.ft. Supply Air: 6 CFM 10.2 ft. Supply Air C hanges: 0.7 AC /hr 462.0 cu.ft. Req. Vora. Clq: 0 CFM 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply. 0 % Actual Winter Infil.: 0 CFM Actual Summer Inil.: 0 CFM I F 21 A-32 1 X 47.4 Subtotals for Structure: 47.4 0 020 1.4 65 _ ..__ 0 253 0 0 0 4 Infil. Win.: 0.2, Sum., 0.2 6 2377 15 0,534 5 4 Ductwork: 26 1 AED Excursion: 1 i Boom Totals: 236 -5 0 I { f l x k } E Y :\ ...\Plan 5057.rhv Wednesday, February 12; 2014, 3:06 AM Room Length: 321 .8 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 322.0 sq.ft. Supply Air: 62 CFM Ceiling eight: 102 ft. Supply .Air Changes* 1.1 AC/hr Volume: 3,271.0 cu.ft. Req. Vent. Clq: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 3 CFM �;n � ., ..0 ; �, .o,.\ &. ,�1.,. '4 ^' w, u"a 4Ys�.z . ">\'r ?., ,..� 1 iY" � C ;�.0 r.^.oa��t } .'e�. 3.. ,� `3�' ��A. �,j'?i4�Y`}`t ,r�i`:: i 1 Pi \.1\ �a t �?� �'t,.a`,xl Actual Surnmer Infi €.: � t t t , „\,n`?t a ujaUkn j\ �1 f,�l Y J,� ;."i 'uk Ud ,.. Y,ik"i1"\#'mJ, s..�:1�U>,y�. � a`a, y. �rat� s , ,• �al 3 ,aj,::. ,,'i ,:.,. CF �n •.x: .,\ , NW- WaII- Basement R11 9 20.3 X 10.2 203.8 0.051 3.7 757 0.1 0 1 N - Wall ®Basement R11 -9 12.3 125.4 0.051 17 459 0.1 0 8 I X 10.2 SE- Wall - Basement R11 -9 8.5 X 86.4 0.051 3.7 316 0.1 0 5 10.2 NE -Wall- Basement RI 1-9 6 X 61 0.051 17 223 0.1 0 4 10.2 SE- Wall- Basement R11 -9 11.8 120.3 0.051 3.7 440 0.1 0 X 10.2 Floor-21 A 2 1 X 321 8 _ �� _ 321.8 , . _. t _02C} . _1� 4 _..m _ _ 444 __. 0- -.. ...._ 0 -11-1-1111111-- Subtotals for Structure: 2,639 0 36 Infil.: Win.: 2.8, Sum.: 2.8 72 2.417 174 0.556 -61 40 I Ductwork: 296 5 f AED Excursion Room Totals: 3,109 -61 88 I f t :\ ... \Plan 5057.rhv Wednesday, February 12, 2014, 8.08 AM Room Length:. 151.8 ft. System Number: 1 3 Room Width: 1.0 ft. Zone Number: 1 1 Area: 152.0 s.ft. Supply Air: 67 CFM Ceiling Height: 10.2 ft. Supply Air Changes: 2.6 AC/hr Volume: 1,543.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers:. 2 Actual Winter Vent.: 0 CF Percent of Supply.: 0 % i Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 11 CF Actual Summer Infil.. 11 CF SW- Wall- 12F -Osw 15 X 10.2 SF- Wall- 12F -0sw 11.8 X 10.2 128.0 110.3 0.065 0.065 4.5 577 4.5 495 0.7 0.7 0 0 9 81 I SW- GIs - Atrium shgc -0.33 O %S 12 0310 21.4 257 30.8 0 369 W -Gls- Atrium shgc -0.33 0 %S 12 0310 21.4 257 30.8 0 369 SE-GIs-Atrium shgc O 33 O%S 10 0.310 21 214 30 0 307 Subtotals for Structure:. 1,800 0 1,220 Infil.: Win.: 10.6, Sum.: 10.6 273 2.422 661 0.561 -231 153 Ductwork: 259 98 AEI Excursion 111 �._�.. ..u...__, Room Totals. ..e..�. ........... ........v. 2,720 -231 1,582 I Y':4 ...\Plan 5057.rhv Wednesday, February 12 2014, 8:08 AM Room length: 13.2 'ft, System Number: 1 Room Width: 6.0 fit. Zone Number: 1 Area: 79.0 sg.ft. Supply Air: 35 CFM Ceiling Height: 10.2 ft. Supply Air Changes: 2.6 AC/hr Volume: 803.0 c .ft. Reef. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Surner Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 8 CFM Actual Summer Infil.: 8 CFM ,� Y � NE- Wall- 12�' -C?s 13e2 ?� 10.2 SE-Wall-1 2F-Osw 6 X 102 116.1 53 0.065 �.6 621 0.065 4.5 238 Clx7 01 0 0 3 39 NE-Door-R6.2 .door 2.7 X 6.7 17.8 0.161 11.1 198 3 0 63 " SE-Cis- shgc 0.•33 O %S . �.... w _ . 8 0 310 21 4 ,. 1.7 ..- _ _. _. , .. _ .. .. _. .30 8 w . . . 0 .d. w 246 Subtotals for Structure: 1,128 0 433 Infil.. Win.: 7.6, Sum.. 7.6 195 2.421 472 0.559 -165 109 Ductwork: 168 39 AEA} Excursion. Room Totals: i 1,768 -165 624 i 4 � I r :\ ...\Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM i .\ ... \flan 5057.rhv Wednesday, February 12, 2014, 8.08 AK srs _ . . . ..... t#qtoo 00 X125 Calculation Mode: Htg. & clg. {occurrences: 1 Room Length: 398.6 ft. System Number: 1 Room Width. 1.0 ft. Zone Number: 1 Area: 399.O sq.ft. Supply Air. 285 CM Ceiling Height: 10.2 ft. Supply Air Changes: 4.2 AC/hr Volume, 4,9519 cu.ft. Req, Vent. Clg, 0 C M Number of Registers; 4 Actual Winter Vent.:. 0 CM Percent of Supply.. 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 °r' Actual Winter Infil.: 19 C'M Actual Summer Infil.. 19 CM ,y a i ^ ' ^ ^� �.?\ a?,`�a�J��\ 1 `�1J�'"~'gt� @ i xxa : t0��' x "�h\ �. � �-i '„jk ^��\h pay � `m�' 3'�YIl �X; ,�it�� ±t}+�\y'�'•<�ly ":S ki^"'�t � � � � �k'�' T'. �t �,1��. '� ����i `���M1Y�`�liylt�a�x %S � �4`i'^. >'•_? -W�\ ��i;,, �a. an 'i �. x,. x SW- Wall -12 -Osw 13 X 102 87.2 0.065 4.5 391 0.7 0 64 NW- Wall- 12 -Osw 10.1 X 10.2 38.5 0.065 4.5 173 0.7 0 28 N - Wall- 12I* -Osw 14.8 X 10.2 150.8 0.065 4.5 676 0.7 0 111 S - Wall -12F -O w 9.9 X 102 70.7 0.065 4. 5 317 0.7 0 52 W -CIs- Atrium shgc -0,33 O %S 15 0.310 21.4 321 30.7 0 461 SW -CIs- Atrium shgc -0x33 O %S 15 0.310 21.4 321 30.7 0 461 W -CIs- Atrium shgc- 0.33 0 %S 15 0310 21 A 321 30x7 0 461 � NW`Cls- Atrium shgc -0.33 O %S 64 0.310 21 .4 1,369 25x6 0 1,636 S -cols- Atrium shg -0.33 O %S 15 0.310 214 321 30.7 0 461 S -tls-Atrium shgc -0.33 O %S 15 0.310 21.4 321 30.7 0 461 UP -Ceil 16R 38 128.3 X 1 128.3 O 026 1.8 23 1 �. 0 .__ _ , _ _ n e. Subtotals for Structure... _ � �w w mm _ w w � 4,761T �_. �. � ._w O _ , 153 4,349 I Infil.. Win.. 19.0, Sum.. 19.0 486 2421 1,177 0.561 -412 273. # Ductwork. 625 414 Alo Excursion. 472 I qui nt ................ . w_ ._... _ _.....,,,,.. „_,...,,___,_., ... ......._ ,._... ,.., .... ,... .,..,_�....... _.. >__ >. .....gym.,._ ... ._.. >.,... ..». .......,,.... ...,..........., u.......e..,,...._..., .. .w g ..,..., 0 ...e. .,...,. .... 1 200 i �..,.,........ _._. Room Totals. C 6,563 -412 6,708 f f i .\ ... \flan 5057.rhv Wednesday, February 12, 2014, 8.08 AK N W-Wall-1 F -Osw 25.3 X 102 242.6 Calculation Mode: Htg. & clg. 1,036 t� c rrences. � l Room Length. 526.9 ft. System Number. 1 O.7 Room Width. 1.0 ft. Zone Number. 1 4.5 Area. 527.0 sq.ft. Supply Air: 166 CFM Ceiling Height: 10.2 ft. Supply Air Changes* 1.9 AC/hr Volume; 5,357.0 cu.ft. Req. Vent. Clg. 0 CFM Number of Registers: 3 SW- GIs - Atrium shgc „ 0,33 O %S Actual Winter Vent.. 0 CFM 642 301 0 Percent of Supply.: 0 % 0 310 1 �_� _32.1_ Actual Summer Vent.: 0 CFM Subtotals for Structure. Percent of Supply. 0 % 0 2,607 lnfil.. Wan.. 23.1, Sum.. 23.1 Actual Winter Infil.: 23 CFM 1,431 0.561 -501 Actual Summer lnfil.; 23 CFM N W-Wall-1 F -Osw 25.3 X 102 242.6 0.065 4.5 1,036 O.7 to l SF- Wall- 12F -Osw 7.5 X 10.2 76.3 0.065 4.5 342 O.7 0 56 NF- Wall- 12F -Osw 3.5 X 10.2 35.4 0.065 4.5 159 0.7 0 26 SW- Gls- Atrium shgc -0.33 O%S 15 0.310 21.4 321 30.7 0 461 SW -Gl - Atrium shgc -0.33 O %S 15 0.310 21.4 321 30.7 0 461 9 SW- GIs - Atrium shgc „ 0,33 O %S 30 0.310 21.4 642 301 0 922 E NW Gis- Atrium shgc 0 33 O %S 15 0 310 1 �_� _32.1_ __, _25.6 r 0 ....; __ . i Subtotals for Structure. 3,921 0 2,607 lnfil.. Wan.. 23.1, Sum.. 23.1 591 2.420 1,431 0.561 -501 332 1 Ductwork. 564 242 AFD Excursion. 275 People _ lat6per, 23O senlaer __... ,.._. mm_aa.p. __ 400 460 Room Totals; 5,916 -101 3,916 i Lj \ .,. \Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM Roam Length; 8.5 t. System Number. 1 Room Width: 5.7 ft. Zone Dumber; 1 Area: 48.0 sq.ft« Supply Air: 11 CFM Ceiling Height: 10.2 ft. Supply Air Changes; 1.3 AC /hr Volume: 400.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CF Percent of Supply.: 0 % Actual Surnmer Vent.: 0 CFM Percent of Supply. 0 % Actual Winter Infil.: 2 CFM `nn ,,., ; ���'+� n i 11 ���. J'��`''� � NW-W � alll �" 1 }�+ �yx xn # .. ��''��, �''� '..# i ,31 i OY U J���ih�n�� � a`a�\ „"� ;;3�.��\.x '�^`, Actual Summer Infil.: 2 CFM 1"�.�,arv,Jl,s� � � ak,�„`tt�"ea 2F -Ow 5. 10.2 UP Ceil 16P 38 482 X 1 , � �"�� ' �,�.: k \n„`��i. `<~e� `', � 57 «7 482 0.085 4.5 250 0.7 0,026 1 8 86 1 _.......� __._. -... .,_. _.... .. „,w m. .....___' __..,_....,._ 0 0 .... _...,, 42 58 1 .., .. .. _.,_.w.... � Subtotals for Structure;. 345 0 100 Infil. Win.: 2.3, Sum.: 2.3 58 2.428 140 0.555 -49 3 Ductwork: 51 0 AED Excursion 11 Room Totals. o i I " 536 40 152 ... \Plan 505.rhv Wednesday, February 12, 2014, 8:08 AI 178.8 ft. System Number: 4.5 473 1.0 'ft. Zone Number. 1 1 179.0 sq.ft. Supply Air: 87 CFM 10.2 ft. Supply Air Changes: 2.9 AC/hr 1,818.0 cu.ft. Req. Vent. Clg: 0 CFM 2 0.310 Actual Winter Vent.; 0 CFM 0 511 Percent of Supply.: 0 % 1 321 _ Actual Summer Vent.: 0 CFM Subtotals for Structure Percent of Supply: Actual Winter lnfil.: 0 14 % 1 CFM 0 Actual Summer lnfil.: 14 CFM NE- Wall- 12F -Osw 12.3 X 102 105.4 0.065 4.5 473 0.7 0 77 SE-Wall- 1 2F-Osw 8.5 X 10.2 86.1 0.005 4.5 386 0.7 0 63 1 NW Gls Atrium shgc 0.33 O %S 15 0.310 21.4 321 25.6 0 384 NE - GIs - Atrium shgc - 0,33 O %S 20 0.310 21.4 428 25.6 0 511 UP _Ceil -1 R 3 178 X 1 _ e. 1 78.8 _ 026 1 321 _ _ 1. _ 0 . _ _ 214 Subtotals for Structure 2,523 0 1,346 lnfil.. Win.. 14.0, Sum.. 14.0 359 2.421 860 0.563 -304 202 Ductwork. 357 126 AED Excursion. 144 I people. 2001at /per, 230 sen /per . �.... o. � _ I Room Totals: z49 8104 k�, E 1 1 a s :t ... \plan 5057.rhv Wednesday, February 12, 2014,8:08 AM Y:\_\Plan 5057.rhv Wednesday, February 12, 2014, :08 AM ,m_ Calculation Mode: Mtg. & clg: Occurrences: 1 Room Length: 91.7 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 4 Area: 92.0 sq ft. Supply Air: 34 CFM Ceiling sleight: 10.2 ft. Supply Air Changes: 2.2 AC/hr Volume: 932.0 cu.ft. Reel. Vent. Cl: 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 Info.: 7 CFM Actual Summer Infil.: 7 CFM NF- Wail- 12F -Osw 6 X 10.2 37 0.065 4.5 136 0.7 0 27 SF- Wall- 12F -0sw 11.7 X 19.2 118.7 9.365 4.5 532 0.7 0 87 NF- boor -R6.2 Door 3 X 8 24 0.161 11.1 267 3.5 0 85 UP Ceil 1613 38 85 X 1 85 .w� ._ _ � �r. � _ .... m .... 0 926 1.8 152. � _ . � �. �1,11ry� _._ 1 .. a...� : ,_. 0 10 aar� ., e.� � Subtotals for Structure :: 1 Infil.: Win.: 7.0, Sum.: 7.0 180 2.421 435 0.562 _.152 101 Ductwork: 163 29 E AED Excursion: 33 Room Totals. 1,715 -152 463 Y E I f I Y:\_\Plan 5057.rhv Wednesday, February 12, 2014, :08 AM Ream length. 275.6 ft. System Number: 1 i Ream Width. 1.0 ft. :Zane !~lumber: 1 Area: 276.0 sq.ft. Supply Air: 156 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 3.7 AC/hr Volume. 2,563.6 cu.ft. Re. Vent. Clg: 0 CFM Dumber of Registers: 3 Actual Winter !lent.; 0 CFM Percent of Supply.: 0 % r Actual Surnmer Vent.: 0 CFM Percent of Supply: 0 % I Actual Winter lnfil.; 12 CFM x s \ \ >u>• Actual Summer lnfil.: e u \uY i , e , at r iE t \ ar. t ,iv ",t'i 12 \ \t -} ,bi\ CFM \ g� SW- WaRl 121~�0s 15.5 X .� SE Wall -1 F -0sw 17 X 9.1 90..7 129.4 0.065 0.065 4.5 407 4.5 580 0. 0.7 0 0 67 95 SW -GIs- Atrium shgc -0.33 0 %S 15 0310 21.4 321 30:7 0 461 -leis- Atrium shgc -0.33 0 %S 15 6310 21.4 321 30.7 0 461 SW - Atrium shg -0.33 0 %S 20 0.310 21.4 426 30.8 0 615 SF - GIs - Atrium sh e - 0.33 O %S 12.5 0310 21.4 267 30.7 0 384 SF Gls Atrium shgc 0 33 O%S 12.5 0 310 21.4 267 30.7 0 384 UP Ceil 6 13- 38 27 6 X 1 _ ... 27 5_.6 �� _ ... �_ �.1..6 e, . _ � .. 494 �. _. _ 1.2 0 .636._ Subtotals for Structure. 3,085 0 2,797 lnfil.. Win.. 11.5, Sum... 11.5 295 2.420 714 0.563 -250 166 Ductwork. 400 227 AED Excursion. 259 people 200 latliaer, 230 sen /iy , _., ... _ _.. _. ., _._ 200 Rcrci Tratals: f 4,199 -50 3,679 3 i 1 l f �:\ :.. \plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM Room Length: 180.9 ft. System lumber: 1 Roam Width: 1,0 ft. Zone Dumber: 1 Area: 181.0 sq.ft. Supply Air: 42 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 1.5 AC/hr Volume: 1,644,O cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent„ 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 °% Actual Winter Infil.: 5 CFM i �, � ,t�= � �� � S W -W � alkl?.F � -Osw Actual Summer Infil.: 5 CFM "u,µ, 13.8 9.1 SW -GIs- Atrium shgc -0.33 O %S 109.8 16 0.065 4.5 491 0.7 0.310 21.4 342 30.8 O 0 80 492 Up -Cell 1613-38 180.9 X 1 180,9 . 0 . 026 _.. _ 1.8 _.., 325 �1..' ,:. �. _. _ .; - . �.�� _, _21 Subtotals for Structure; 1,158 0 788 ` Infil.: Win.: 4.9, Sum.: 4,9 126 2.421 304 0.557 -106 70 Ductwork: 154 61 AFq Excursion . �_. _ _ _ _ _ _e --_ - „_� _ . _..._.._ ,_ .m. .... _.. ee _ �_. 70 Room Totals. 1,616 -106 989 l i e:\ ... \plan 5057.rhv Wednesday, February 12, 2014, 8:08 A Room Length: 5.3 ''ft. System Number: Room Width: 133 ` ft. Zone Number: 1 Area: 71.3 sq.ft. Supply Air: > 19 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 1.0 AC/hr Volume: 645.0 cu.ft. Req. Vent. CIg: 9 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 9 % Actual Summer Vent.: 6 CFM Percent of Supply: 6 °dam Actual Winter Infil.: 2 CFM Actual Summer Infil 2 CFM ti .`U ,. s "��. \.. �., ,,.,Si. al \ \..\r.. ;tai} K.. i. .t k= `•i .�� t 1\ 1 3 i..,l :x . 1a}.. \\ { Yll YY,�y i, .Y \\, \.. \\ �lla. \: it � 1. .1.111 . it \ +h,,. k a,3 � \:: �1. t 4k^;: ro;. � .: 1 ��. \a1t..� u,� li ..,, 1 \ Y 1 �. �. .. 1*�:?., 1.: �.�; k:. :.... 1� il� N �i t..l ,h�.. , �1,:�... t'^✓�1 ,- SW- Wall- 12F' -C}w 5.3 g.1 48,4 O.Q65 4.5 217 C}.7 36 UP -Cell 16R_36 71.1 X . 1 .. 7.1.. A_. _ . 0.026 _.. 1 3 126 1 6 35 Subtotals for Structure: 345 0 121 Infil..: Win.. 1. 9, Sum.. 1.9 48 2.413 117 0.558 -41 27 Ductwork. 49 11 AFD Excursion: 12 Room Totals. 511 -41 171 i I d lI i l i 7 �:\ -Plan 5057.rhv Wednesday, February 12, 2014, 8:96 AM Room Length: 191.3 ;ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 # Area. 191.0 sq.ft. Supply Air: 80 CFM Ceiling Height: 91 ft. Supply Air Changes: 2.8 AC /hr Volume: 1,738.0 cu.ft. Re q. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM i Percent of Supply: 0 % Actual Winter Info.: 10 CFM Actual Summer Infil.: 10 CFM SW- Wall- 12F -0sw 15.2 X 9.1 1177 0.065 4.5 528 01 0 86 NW°Wall- 12F-0sw 18.5 X 9.1 112.6 0.065 4.5 505 07 0 83 I W- CIs- Atriur -r shgcm0.33 O %S 20 0.310 21.4 428 30.8 0 615 NW -GIs- Atrium shgc -0.33 O%S 10 0.310 21.4 214 25.6 0 256 UP Ceil 1613 191 X 1 191 0 026_ 8 343 1.2 0 229 _.._m. _. Subtotals for Structure. _. _ ...._. 2,018 r 0 1,269 Infil.. Win.. 102, Surrr.. 10.2 260 2.420 630 0.561 -220 146 Ductwork. 279 117" g AED Excursion 133 � €€ People 200,! ot /aer, 230 en /per. ... _ __. 200_ 230 Room Totals, _ , . 2,927 _ ._.__ -20 ...0 . 1,895 t j i e :\ ...\Plan 5057.rhv Wednesday, February 12, 2014, 8.08 A Room Length: 61.4 ft. System Number; � I Room Width: 1.0 ft. Zone Number: 1 Agee.. 61.O sq.ft. Supply Airy 13 CFM Ceiling Height: 9.1 ft. Supply Air Changes. 1.4 AC /hr Volume: 558.0 eu.ft. Req, Vent. Clg: 0 CFM 3 Number of Registers;.. 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % i Actual Summer Vent.. CI CFM Percent of Supply: 0 % Actual Winter Infil.. 1 CFM Actual Summer Infil.: 1 CFM 2 ,. ,i \i .zi,t. ..l). U U• \l.}kx). } ..,,,, .. � ., >x „t,.. ?...- a. a .a`�.. .a.. , NW- Wall- 12F- C }sv�? 4. X .1 31.9 C).C�+S 4.5 143 ?.7 C? 23 ! NW -CPIs- Atrium shgc -01.33 O %S 6 0310 21.4 128 25::5 0 153 Cei1 16R 61 4 �e _ ,� _ 1 ,..`f _ ...�Of 026_ „, 1.5 _v. 1 1. .. _ .._.__m 2 , „� . �_ .� .., �, i _. 1111-1 1 , Subtotals for Structure. 381 0 249 Infil.. Win.. 1.5, Sum.: 1.5 38 2.430 92 01.555 -32 21 Ductwork: 50 1 AED Excursion: 22 Room Totals: t 523 -32 311 i i Z ... \Plan 5057.rhv Wednesday, February 12, 2014, 8.018 AM 269.2 ft. System Number: 1 421 1.0 ft. Zone Number: 1 10.4 269.0 sg.ft. Supply Air: 93 CFM 9.1 ft. Supply Air Changes: 2.3 AC/hr _ 2,445.0 cu.ft. Reg. Vent. Clg: 0 CFM 2 0.310 0.310 Actual Winter Vent.: 0 CFM 0 0 230 153 Percent of Supply.: 0 % 21.4 128 Actual Summer Vent.: 0 CFM NE-GIs-Atrium sh e -0.33 O %S 6 Percent of Supply: 0 % 25.5 0 Actual Winter Infil.: 11 CFM 0.310 21.4 Actual Summer Infil.: 11 CFM l N- Wall- 12F -Osw 111 X 9.1 94 0.065 4.5 421 01 0 69 NW- Wall- 12F -Osw 1.1 X 9�1 10.4 0.065 4.5 46 0.7 0 3 NE- Wall- 12F -Osw 10.7 X 9.1 78.9 0.065 4.5 354 0.7 0 58 NW -GIs- Atrium shgc -0.33 O %S NE- GIs - Atrium shgc -0,33 O %S 9 6 0.310 0.310 21.4 21.4 193 128 25.6 25.5 0 0 230 153 NE -GIs- Atrium shgc -0.33 O %S 6 0.310 21.4 128 25.5 0 153 NE-GIs-Atrium sh e -0.33 O %S 6 0310 21.4 128 25.5 0 153 ° NE -GIs- Atrium shgc -0.33 O %S 6 0.310 21.4 128 25.5 0 153 NE- GIs - Atrium shgc -0.33 O %S 6 0.310 21.4 128 25.5 0 153 UP- Ceil- 16S -38 269.2 X 1 2692 U26 1.8 483 1.2 0 322 Floor-20P-30 1 X 35.3 353 ;w 35, 3 O 035 2 4 X 5 �.. m, � � Subtotals for Structure: _ _.r 2,501 _ _ .a ,_._ 9 1,595 Infil.: Win.: 11.1, Sum.. 11.1 284 2.420 688 0.563 -241 160 Ductwork: 336 135 AED Excursion 154 e : latlper, 230_ end r: , . � _ . � r - _ _ �wr -_ _ _- . _ 00 _ . W 30 Re 3,525 Y: \`... \Plan 50 7.rhv Wednesday, February 12, 2014, 8 :08 AM 188.6 ft. System Number: 1 596 1.0 ft. Zone Number; 1 19.5 189.0 sq.ft. Supp Air; 51 CFM 9.1 ft. Supply Air Changes: 1.8 AC/hr 1,713.0 cu.ft. Req. Vent. Cl: 0 CF 2 0.310 Actual Winter Vent.: 0 CFM 0 179 Percent of Supply.: 0 % 1.8 338 Actual Summer Vent.: 0 CFM Floor-20P-30 'I X 179.7 _� 179_x' Percent of Supply: 0 % 0_: � � � 0 Actual Winter lnfil.: 7 CFM Actual Summer lnfil.: 7 CFM N - Wall- 12FA 16.2 X 9.1 132.8 0.065 4.5 596 0.7 0 98 SF- Wall- 12F -Osw 2.2 X 91 19.5 0.065 4.5 88 0.7 0 14 N -GIs- Atrium shgc -0.33 0 %S 7 0.310 21.4 150 25.6 0 179' NF -Cls- Atrium shgc ®0.33 0 %aS 7 0.310 21.4 150 25.6 0 179 UP- Ceil- 16S -38 188.6 X 1 188,6 0.026 1.8 338 1.2 0 226 Floor-20P-30 'I X 179.7 _� 179_x' _ ,�O 03 ...: 2.4 _�_..... 434 0_: � � � 0 _... 3 � Subtotals for Structure; 1,838 0 747 P lnfil.. Win., 7.2, Sum.: 7.2 185 2.421 447 0.563 -156 104 Ductwork: 241 61 ! AFD Excursion: Room Totals. 2,526 -156 080 5 t S r 3 I 1 i i (:\ ... \Plan 50.rhv Wednesday, February 12, 2014, 8:08 AM Room Length: 5.3 ft. System Number: 1 Room Width: 9.5 ft. Zone Number: 1 Area: 51.0 sq.ft. Supply Air: 25 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 13 AC/hr Volume: 460.0 cu.ft, Req. bent. l: 0 CFM Number of Registers: 1 Actual Winter Vent,: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 5 CFM Actual Summer lnfil.: 5 CFM NF- Wall- 12F. -Osw 5.3 X 9.1 SF- Wall- 1F -Osw 9.5 X 9. 1 48.4 66.3 OM5 4,5 217 0.065 4.5 367 0.7 0.7 0 0 36 63 UP-Cell- 1613 -38 50.7 X 1 50.7 0,026 1.8 91 1.2 0 61 Floor 20P - 30 1 X 49.5 49.5 0.035 2.4 120 0.2 0 10 Subtotals for Structure. 815 0 170 Infil.. Win.. 5.3, Sum„ 5.3 135 2A21 326 0.564 -114 76 Ductwork. 120 17 AFD Excursion. 20 Room Totals: 1,261 -114 283 I i i 1 t � :\ ...\plan 5057.rhv Wednesday, y, February 12, 2014, 8:08 A 6,0'; ft. System Number: 128 25..5 0.7 ft. Zone Number: 1 1.8 58.0 sg.ft. Supply ,Air: 16 CFM 0.1 ft. Supply Air Changes: 1.8 AC /hr 527.0 cu.ft. Reg. Vent. Clg: 0 CF 1 0 Actual Winter Vent.: 0 CFM 2.423 132 Percent of Supply.: 0 % Ductwork: Actual Summer Vent.: 0 CFM 21 Percent of Supply:: 0 °lam Actual Winter Infil.: 2 CFM Actual Summer Infil.: 2 CM l F -Cls- Atrium shgc -0,30 O%S 6 0.010 21.4 128 25..5 0 153 l UP- Ceil- 1613- 38 58 X 1 58 0.026 1.8 104 1.2 0 60 Floor-20P-30 1 X 52 _w 52.5 _.., 0.035 . 2.4 . �. , ..._. 02 .. ... Subtotals for Structure: 576 0 260 Infil.: Win.: 2.1, Sum.: 2.1 54 2.423 132 0.560 -46 31 Ductwork: 75 21 AFD Excursion: Roam Totals: 783 -46 346 \ ... \Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM I Rec Room 929 7,272 145 7,7 1,321 -134 73 145 2 BR 5 177 1,766 35 6 518 -7 29 35 3 Bath 4 47 296 6 4 9 -5 1 6 4 Mech/ Storage 322 3,109 62 88 -61 5 62 5 Project Rm 152 2,720 54 6,6 _ 1,582 -231 88 67 6 Mud Room 79 1,768 35 6 624 _165 35 3 7 Kitchen /Cook 395 6,563 131 7,7,7,7 6,708 -412 373 285 8 Great Room 527 5,916 118 7,7,7 - 3,916 -101 218 166 9 Bath 3 48 536 11 4 _ 152 -49 8 11 10 BR4 /Opt Study 179 3,749 75 7,7 2,048 -104 114 87 11 Entry 92 1,715 34 5 - 463 -.152 26 34 12 Master BR 276 4,199 84 7;7,7 3,679 -50 205 156 13 BR 2 181 1,616 32 7 - 989 -106 55 42 14 Bath 2 71 511 10 4 - 171 -41 9 10 15 BR 3 191 2,927 59 7,7 - 1,895 -20 105 80 16 Laundry 61 523 10 4 -• 311 -32 17 13 17 Library 269 3,525 71 6,6 - 2,183 -41 121 93 18 Master Bath 189 2,526 51 6,6 - 980 -156 55 51 19 WIC 1 51 1,261 25 5 - 283 -114 16 25 20 WIG 2 _.. . . 58 _ .___. 16 ., .......w..,. __....._,_m 4 _ ................ ....»....... 346 ,,..,.....,... ..,..,,,_,_...,. 46 . ,.,..,_.... 1 .__ .. _.. Humidification 2,309 Duct Latent -217 ............. System 1 total .,,. 4,298 ._55,590... 1,066 ,.. . M 28,267 2,274 1,572 .___. 1,200.. s ..., System 1 Main Trunk Size. 25x10 in. {E Velocity. 690 ft. /min i Loss per 100 ft.: 0.043 in,wt3 Duct size results above are from Manual B Ductsize. � Runout duct velocities are not printed with duct size results from Manual D Ductsize since they can vary within the room. See the Manual D Ductsize report for duct velocities and other data. a MW 1 33,000 0 11"' UI III !' , 9 : A • 13 SEER 75000 33000 n/a 33,000 Btuh n/a 0 Btuh n/a 6395468 i Y.1... \Plan 5057.rhv Wednesday, February 12, 2014, 8:08 A Zane 1. 145 145 145 1 Rec Room *145 145 145 2 BR 5 35 35 35 6 Bath 4 *6 6 6 4 Mech1 Storage *62 62 62 58 Project Rm 88 *89 77 6 Mud Room *35 35 35 7 Kitchen/Nook *373 369 347 8 Great Room 218 *227 192 9 Rath 3 *11 11 11 10 BR41C3pt Study 114 115 117 11 Entry *4 34 34 12 Master BR *205 204 182 13 BR 2 55 *61 48 14 Rath 2 *10 10 10 15 BR 3 *105 104 96 16 Laundry 17 12 17 17 Library 121 *135 127 18 Master Bath 55 *65 57 19 WIC 1 *25 25 25 20 WIC 2 19 *24 21 * Indicates highest CFM of all rotations. 145 145 145 145 145 7,7 *37 35 35 35 37 6 6 6 6 6 6 4 62 62 62 62 6 5 58 71 78 79 67 6,6 °. 35 35 35 35 35 6 348 344 299 357 365 7,7,7,7 [ 144 189 215 207 168 7,7,7 11 11 11 11 11 4 107 *117 112 110 99 7,7 4 34 34 34 34 5 142 167 178 182 161 7,7,7 33 46 56 51 39 7 10 10 10 10 10 4 82 95 100 101 90 7,7 *20 18 13 18 20 4 106 125 128 116 94 6,6 1 55 60 51 51 6,6 5 25 25 25 25 5 16 20 22 18 16 4 45 0 Bast 1,521 27,349 -2,273 228 i 90 0 Southeast 1,469 26,421 _.2,273 220 135 South 1,290 23,192 -2,273 1.93 180 11 Southwest 1,428 25,677 -2,273 2.14 225 West 1,420 25,529 _.2,273 2.13 270 Northwest 1,474 26,507 -2,273 2.21 315 North 1,349 24,264 -2,273 2.02 * Indicates highest value of all rotations. Y.\ ... \Plan 5057.rhv Wednesday, February 12, 2014, 8.08 AM 2,21 c m 0 0 Is Northeast East SoEa86i€.ast South Southwest West Northwest North Direction Front door Faces BURdincd NetTonnszge I I \Flan 505 .rhv Wednesday, February 12, 2014, :08 Al (.\ .., \Plan 5057,rhv Wednesday, February 12, 2014, 8:.08 Ara cr c Z CL m O Z Z . cr c Z CL m O Z 0 0 y cr c Z 0 0 y tt > C3 C E cra ., r -40 SaLON .n 0 ui � «i cr a. :NH33NO3 JO S31 N • CK • 0 W 0 < U. 0 0-0 z 06 o U) • • co w 0:: M • 0 2 a. w CK • w 0 cr- w 0- 0 <O �cl D • Z 0 � .. m z 0 (0 m D 00 • CL • CY 6'b • mm_ ,og CS W m w L W� Kwo a ll�G -or x ,vo 16- W 0 60 4 41 x 0 Q9 o rzoo O Z : w < 0 MO S z O H OOZ >R < 0 US Z. Z 0 w C3 Z 04 z FT77 g CC O 14 O'D w z z CL :1 v z 0 5 M ew B — . M I a b� < 8 < c wlf�ffxff L o p < O's 0 1. 0 co w :ON3031 :SNOLLVOLJ133dS imb 4 ; 0 F gg ze*g ` " ma y . a- :SNOISN3Y4la :ra w z 5�< )43VaL3S a- 0 0 < 0- Er ' :NH33NOD JO S31ON 60 4 41 x Q9 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