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3861 Tabor Court
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: 2 rC)() tom. Job Address: c Permit Number: DCS i 9 C) k-1 ;�� =�4 ❑ No one available for inspection: Time 1,e AM/PM a ; Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:—) a I i Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE 1� = - f Bui(d ng Inspectioft ivision r (303) 234-59.33 Inspection line (303) 235-2855 O ice • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 10 - J2 U CJS Job Address: TGt(000- e--( Permit Number: 20 I RO l -JZ ❑ No one available for inspection: Time_-'AM/PI Ili) Re -Inspection required: Yes /No *When corrections have been made, call for re -inspection at 303-234-5933 Date: 72 7 1 Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201801728 PERMIT NO: 201801728 ISSUED: 06/14/2018 JOB ADDRESS: 3861 Tabor CT EXPIRES: 06/14/2019 JOB DESCRIPTION: Reroof remove and install Owens Corning Asphalt Shingles with 47 squares. Pitch 6/12. **3rd Party Inspector Required** *** CONTACTS *** OWNER (303)921-3154 EVANS LONDON/BRENDA SUB (303)981-1265 Jon Lowrie 100243 Monarch Construction & Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 14,786.00 FEES Total Valuation 0.00 Use Tax 310.51 Permit Fee 283.55 ** TOTAL ** 594.06 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201801728 PERMIT NO: 201801728 ISSUED: 06/14/2018 JOB ADDRESS: 3861 Tabor CT EXPIRES: 06/14/2019 JOB DESCRIPTION: Reroof remove and install Owens Corning Asphalt Shingles with 47 squares. Pitch 6/12. **3rd Party Inspector Required** 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 le ally authorized to include all entities named within this document as parties to the work to be performed�aa 111 work tQ b per orme�2 isclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or,,,TONTRACTOR (Circle one) 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 wifh-those do6uments, 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 ermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change. of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 5. The issuance or grantingf a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applica�Je.�ode or any orpiy►ance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Lagenia Reimer ClIxt From: no-reply@ci.wheatridge.co.us Sent: Thursday, lune 14, 2018 12:17 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 3861 tabor ct Property Owner Name brenda evans Property Owner Phone 3036157494 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract Field not completed. Yes contingency evans.pdf CONTRACTOR INFORMATION Contractor Business monarch Name Contractor's License 100243 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 3039811265 Number (enter WITH dashes, eg 303-123-4567) Contractor Address 5300 BROADWAY (Primary address of your business) Contractor Email Address permits@monarchroofing.com Retype Contractor Email permits@monarchroofing.com Address DESCRIPTION OF WORK / TOTAL SQUARES of / 47 .1 the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or 14786 No Pitched roof (2:12 pitch or greater) 2 both? (check all that apply) What is the specific pitch of the PITCHED roof? How many squares are part of the PITCHED roof? Describe the roofing materials for the PITCHED roof.- Type oof: Type of material for the PITCHED roof: Provide any additional detail here on the description of work. (Is this for a house or garage? Etc) 6/12 4-2 owens corning Asphalt house SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal 3 owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for brie lowrie Permit Email not displaying correctly? View it in your browser. A City of Wheat Ridge �S'6 — 0 Resid. Windows/Doors PERMIT - 201706115 — PERMIT NO: 201706115 ISSUED: 08/15/2017 JOB ADDRESS: 3861 Tabor CT EXPIRES: 08/15/2018 JOB DESCRIPTION: Permit to replace 1 vinyl windows, same size, same location, no structural changes *** CONTACTS *** OWNER (303)921-3154 EVANS LONDON SUB (303)375-0745 Paul Bonow 020146 Champion Windows of Denver *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 591.00 FEES Window Replacement 50.00 Total Valuation 0.00 Use Tax 12.41 ** TOTAL ** 62.41 *** COMMENTS *** *** CONDITIONS *** Windows shall comply with all applicable codes, have a .32 or better U -factor and shall be safety glazing if within a tub enclosure, less than 18 inches above the floor or within 24 inches of a vertical edge of a door. 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. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2, This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Offcial 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 con rue o be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this�j n A p9re �l't�f wo �s bject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 1 C.� Qa l C 4INSPECTION RECORD Occupancy/Type INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/Inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Comments Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric' Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical _ 903 Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. `For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather = City of Wheat Ridge Resid, Windows/Doors PERMIT - 201706115 PERMIT NO: 201706115 ISSUED: 08/15/2017 JOB ADDRESS: 3861 Tabor CT EXPIRES: 08/15/2018 JOB DESCRIPTION: Permit to replace 1 vinyl windows, same size, same location, no structural changes *** CONTACTS *** OWNER (303)921-3154 EVANS LONDON SUB (303)375-0745 Paul Bonow 020146 Champion Windows of Denver *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 591.00 FEES Window Replacement 50.00 Total Valuation 0.00 Use Tax 12.41 ** TOTAL ** 62.41 *** COMMENTS *** CONDITIONS *** Windows shall comply with all applicable codes, have a .32 or better U -factor and shall be safety glazing if within a tub enclosure, less than 18 inches above the floor or within 24 inches of a vertical edge of a door. I, by my signature, do hereby attest that the work to be performed shall comply with al I accompany ingg approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am t17e legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thisermit. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be perfpan thrall work to be per med is disclosed in this document and/or its' accomp7:7 ing approved plans and specifications. ignature of OWNER or CONTRACTOR (Circle one) 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 maybe subject to a fee equal to one-half of the original ermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and_procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services DivrSion. 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 jurisdictio roval of work is subject to reld inspection. Signature of Chief Building Official Date REQUESTS NUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. city of CO uNrry DEVELOIWEN i Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits .ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3861 Tabor Ct Property Owner (please print): London Evans Phone: 720-364-4353 Property Owner Email: Mailing Address: (if different than property address) Address: 3861 Tabor Ct City, State, Zip: Wheat Ridge, CO 80033 Architect/Engineer: Architect/Engineer E-mail: Contractor: Champion Windows Phone: Contractors City License #: M L�l Phone: 303-375-0745 Contractor E-mail Address: kparkmana@getchampion, com Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # 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 ❑ OTHER (Describe) (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.) replacing 1 vinyl windows - same size & no structural changes Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 591.00 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. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE. (OWNER) (CONTRACTOR) or (AUTHO D� SE T TIVE) of (OWNER) (CONTRACTOR) Electronic Signature (first and last name): Kim Park DATE: ZI understand that checking this box, that I acknowledge that this constitutes a legal signature. DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: Building Division Valuation: $ CHAMPION WINDOWS of DENVER HOUSE DIAGRAM 10000 East 45th Avenue 3 i DENVER, CO. 80238 303 375-0745 Measure Date: Measured By: Order Date: 7, ! j - 7 Iverified By: LABEL COLOR CODE LEGEND W I White rT I Tan I AIDB I Adobe I BR I Brick Red I BRZ I Bronze I EG I Emerald Green I CG I Cottage Gray I CB I Colonial Blue I EOJ English Oak I DO Dark Oak I CH Cherry ORDER CODE LEGEND: DH Double Hung DH -0 Double Hung Oriel 2P 2 -Panel 2P-0 2 -Panel Oriel 3P 3 -Panel 13P -E 3 -Panel Equal Lite HP JPW-F AW Hopper Pix Window Frame Only Awning2LC 11 -C-R 1 -Lite Csmt w/ right Vent 1CL-L 1 -Lite Csmt w/ left Vent 2 -Lite Csmt KC 3 -Lite Casement C 4 -Lite Casement 5 -Lite Casement GW Garden Window 2PE 2 Panel Egress SHE Sn I Hung Egress WINDOW SCREENS GLASS # LOC INSIDE MSRMT W X H OUTSIDE MSRMT W X H STYLE CLR ORDER SIZE W X H FULL YIN GRIDS OBS TP COMMENTS STYLE LOC LOC LOC 2 x x i x 3 x x x 4 X x x 5 x x x 6 x x x 7 x x x 8 x x x 9 x x x 10 x X x 11 X X X 12 X x x 13 X x x 14 x X x 15 1 x X X SHOP INSTRUCTIONS CHAMPION WINDOW MFG. a YFRC 8200+ Series Foam Enhanced Vinyl Frame Double Glaze: - I -ow -E - Argon Gas National Ferimtraf in CHW-A-7 Rating CouncB' W91 R.21 I 13 1 Double Hung Window With Grids ENERGY PERFORMANCE RATINGS U -Factor (U.S./IJ?) Solar Heat Gain Coeffi 0,28 ADDITIONAL PERFORMANCE RATINGS Visible Transmittance ICondensation Resistance CHAMPION WINDOW MFG. NFRC 8200 Series Foam Enhanced Vinyl Frame Double Glazer Low -E - Argon Gas Ndonalftmiadon RaflriQ Ceunc2' CHW-A-B 1 Slider Window With Grids ENERGY PERFORMANCE RATINGS U -Factor (U.S./1.P.) Solar Heat Gain Coefficient 0.28 0.19 ADDITIONAL PERFORMANCE RATINGS Visible Transmittance Condensation Resistance 0.43 57 Manufacturerstlprdates that these ratings conform to applicatde NFRC procedures for delerminlnq wis de product performance. NFRC ratings aro determined for a fixed set of emdronra ental conditions and a spect rc product sin. NFRC does not recommend any product and does not warrant the suitability of any pndv s for any specific use. Consult manufacturer's literature for other product performance Informalfwn. wnnv.nfre.org CHAMPION WINDOW MFG. a YFRC 8200+ Series Foam Enhanced Vinyl Frame Double Glaze: - I -ow -E - Argon Gas National Ferimtraf in CHW-A-7 Rating CouncB' W91 R.21 I 13 1 Double Hung Window With Grids ENERGY PERFORMANCE RATINGS U -Factor (U.S./IJ?) Solar Heat Gain Coeffi 0,28 ADDITIONAL PERFORMANCE RATINGS Visible Transmittance ICondensation Resistance CHAMPION WINDOW MFG. NFRC 8200 Series Foam Enhanced Vinyl Frame Double Glaze - Low -E -Argon Gas National Fenestration Rating Coundl• CHW-A-T Double Hung Window ENERGY PERFORMANCE RATINGS U -Factor (U.S./i.p.) I Solar Heat Gain Coefficient 0.28 0.21 ADDITIONAL PERFORMANCE RATINGS Visible Transmittance I Condensation Resistance aa€ttfarurursetpulatesli€atthesuriunpzeonformtoapplIcahieNcRCProcedures for eavirmlrinpwhIsW „r.i; Marotacturersifpulatesthat theseratinpscorformtoappllcaWeNFRCproceduresfor datermininpwhoteproduct perrarm,nce. NMG raflnps at, d_form!ned fora fixed set of environmental condiiipns and a specll c p od + ;j'zt, performance. NFRC ratings are determined for a fixed set of envimnmental conditions and a specific product size. N'RCI no; recommtnd ony product and does not warrant the suitability of arty product for any s ,ecl vis NFRC does not recommend any product and does not warrant tha sultaullfry at arty product for any specific use. Cprsultmanutaeturerslflerafunforotherproductperformancs(nformatlon.www,nfrc.orj Cansunmanufadure sftiaraiurefarutherproductpertomranceinfprmailon,www.nfrc.orp CHAMPION WiNDOW MFG. NFRC8200 Series Foam Enhanced Vinyl Frame Double Glaze - Low -E -Argon Gas Natio t Rati Fenestration ng Carnal' CHW-A-8 Slider Window ENERGY PERFORMANCE RATINGS U -Factor (U.S./i. P.) Solar Heat Gain Coefficient 0.28 0.21 ADDITIONAL PERFORMANCE RATINGS Visible Transmittance Condensation Resistance 0.49 57 Manufacturer sopuiMes tlnat these ratings conform to eppeabie NFRC procedures for determfn4 whole Product perfomlInce. NFRC ratings are determined for a fired set of tmelronmental coodltdons and a speclfk pruduct sire. NFRC does not recommend any product and does not warrant the suitability of any product for any specific use Consult manufacturer's llterattre for other product performance Wotmati www nlrt arm CHAMPION WINDOW MFG. NFRC 8200 Series Foam Enhanced Vinyl Frame Double Glaze - Low -E -Argon Gas National Fenestration Rating Coundl• CHW-A-T Double Hung Window ENERGY PERFORMANCE RATINGS U -Factor (U.S./i.p.) I Solar Heat Gain Coefficient 0.28 0.21 ADDITIONAL PERFORMANCE RATINGS Visible Transmittance I Condensation Resistance aa€ttfarurursetpulatesli€atthesuriunpzeonformtoapplIcahieNcRCProcedures for eavirmlrinpwhIsW „r.i; Marotacturersifpulatesthat theseratinpscorformtoappllcaWeNFRCproceduresfor datermininpwhoteproduct perrarm,nce. NMG raflnps at, d_form!ned fora fixed set of environmental condiiipns and a specll c p od + ;j'zt, performance. NFRC ratings are determined for a fixed set of envimnmental conditions and a specific product size. N'RCI no; recommtnd ony product and does not warrant the suitability of arty product for any s ,ecl vis NFRC does not recommend any product and does not warrant tha sultaullfry at arty product for any specific use. Cprsultmanutaeturerslflerafunforotherproductperformancs(nformatlon.www,nfrc.orj Cansunmanufadure sftiaraiurefarutherproductpertomranceinfprmailon,www.nfrc.orp 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: ELvo _ Job Address: '3 �'Lv l / o Sof C4 - Permit Number: '7_ j-,t/z ❑ No one available for inspection: Time ` %A /PM Re -Inspection required: Yes 1' No When corrections have been made, call for re -inspection at 303-234-5933 Date: ( R/7 Inspector: / f DO NOT REMOVE THIS NOTICE I* � 4 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: �=w D Job Address: I TAF -,6,i2 C2C Permit Number: :001?06115 ❑ No one available for inspection: Time %u 36 ,AM/PM 5-,-Re-Inspection required: bYe No Z> When corrections have been made, call for re -inspection at 303-234-5933 Date: �;`�� �% Inspector: SAL DO NOT REMOVE THIS NOTICE to 0 m 7 a EQ m m > m A 0 ro v a m ro 4J ro N m ID a, r ri p m w M w m m W .0 a o 5 O w •C a a ro o C b o N dt ro ro .a o A M w p m 0 w p m m mm m , m ,:4 a w ro 4, ri b .,i U .rl 44 44 O Ol r. .rq b r -I •ri PO 44 N •ri A U ro H e H $4 m O z N O A 3 O bl H F a •� w roa o z a � � O A 0 °a W bl O 'd a v °4-) F t4 a" 44 O H N v H g H o w > ]a 44 u m o O U w 0 W E w ro u o 'i q U m x w N b w .d w 3 0 ro 0 a m o A N Ww U a M H •.i H O •14 ro a W E d .� a v o ro z O z > E W m � N N N O m M o fV 'J u w z •• 0 °z to a O Q A q W a N o m o m Q o o N p w U E a W N •m u pyx a w a El -1 w H H ,[Tr, 3 O O u °a a a o a a o 0 u N ri b .,i U .rl 44 44 O Ol r. .rq b r -I •ri PO 44 N •ri A U k. iIF' �" • s '� �► • Y ., • �. ,. . • �' a �;; � Y , �, 111: y r. Y ♦ ,�; �', �` r.: s s ♦ �R �. �. ., ,�► ♦ r � � r � � • i' •* � � + k � • � � � �Y� +c w � t. • � s Yew 'iY rr .. • � • w �, • � +w; • Y �, � � ��: ► +R �' * � �; ♦ � w �. a M rw �. � �.. � W � � {. � Y ♦ �� � � �,.. M t ' M i:. � �. *• �. �. * �. �. � P t 1k •. � t 1/' •• a 1! 4•. �. • � 6 �� ♦. � � �. M ! � � Y * Y � � •# Y • , � � �1 Y R • f • • i • � �! � it: � �. � e �.. Y M ! � • � b R' f Y Y1 � • b • yj'... k. iIF' a. FOR OFFICE F C?NI� � City cat tat.°... r �C(OIMMUNI'TY tOPME +t Ptanil rrrrst 0 Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Plan Review Office: 303-235-2355 * Fax. 303-237-8929µ Inspection Line: 303-234-5933 PAID Building er it tCcati n aa. Please complete all highlighted wvas on beth skies of this fonn. Incomptete applications may not be processod. Property Address: _3941 -mgm Property OwnerEmail:; Mailing Address: (if different than property address) Address: City, State, Zi °. Architect/Engineer E-mail: , Phone: . 3 09m - . 7 Contractor: i ContractorsCity License #: phone: ... 079 Contractor E-mail Address: 41AID9,e �r_ C, om Sub Contractors: Electrical: oAflvi ele*crxicPlumbing. 4o4t9r7cS /:Y "A141"(1Mechanical. MC.Allff Rizog. WR. City License # W.R. City License ' � � r � W.R. City License Other City Licensed Sub; Other City Licensed Sub: City License # City License Complete all information on BOTH sides of this form � � l M M A iR • iIf we 11 11 IN, • ; Y 1M �; Milo •. «. ,. ar ,Emig givi ) Vit,2. Sq. FULF Stu's Gallons Amps Squares Other Smoke alan-ns shall be required in each sleeping roorn and outside each sleeping area per 2012 IRC, Section 3 j, 1). Carboll 111011ox ide detector(s) shall C,0MP1Y with Section R315 of the 2102 1 RC & not More flian 10, fro,,, tile, entrance of any Sleeping rt)ojn, 011flet t)Te, location and spacing ,shall coropjy Witjj 20121RC arid 2014 NEC, ----------------------- workout LL- LL- — — — — — — — — — — — I Wott shall comply with the I fifflowing codes- 2012 IRC, 2012 1 IECC & 2014 NEC, Draftstopping & fir(` Stopping shall I comply will' Sections 302, 12 & 302.11 of the 2012 IRC 04as CIOLS game area � 1 0 a 9 In enclosed usable space beneath stairs, min, 'Xi"' dryvall is required on underside of stairs atid on a(dacent walls. 8 a -------------- living room 0 Buildino De"rbiwift PP#OVW a workout LL- LL- — — — — — — — — — — — I Wott shall comply with the I fifflowing codes- 2012 IRC, 2012 1 IECC & 2014 NEC, Draftstopping & fir(` Stopping shall I comply will' Sections 302, 12 & 302.11 of the 2012 IRC 04as CIOLS game area � 1 0 a 9 In enclosed usable space beneath stairs, min, 'Xi"' dryvall is required on underside of stairs atid on a(dacent walls. 8 a -------------- living room 0 Buildino De"rbiwift PP#OVW a 4 25'-6" DATE Q4MS 404M. V&N* Of pem* The issuance of a Permit or a 404OLS 404OLS loviower"m0*4 rwwawef an KM M M a 9 0 unfinished storage Cornbustion air ducts Within 12" of eL�,°ihng and floor—sized at the rate of I sq. inch pet, 2000 BTLJ's, are required, — — — — — — — — — — ._,..w...,.,. — — — — — — — ----- SM&RjMA", W "I �m# in ------------------- 7'-6 1/2" cc j bedroom r Egress window(s) required complying with R3 10 oftht" 2012 7:1 IR(Abr size., licigh a, Jocali()yj, �yerj and ladder requirement -s, r— — — — — — — — — — — — — — — — — — — — — — APPROVED Sall ject tO Field inspections V10head Ridge lhfik:hng Dept, Signed Check, City of Wheat Ridge Municipal Building 7500 W. 29'h Ave. Wheat Ridge, CO 80033-8001 P: 303.2352855 F: 3012378929 Owner/Occupant 3861, Tabor Ct. Wheat Ridee. CO 8*033 R.E. Previously pennitted project plans available for retrieval — Permit 0201401067 (New Single Family) Owner/Occupant, This letter is being sent to you because a project for wbich a permit was issued by the City of Wheat Ridge Building Division and plans and/or other documents were required was recently completed and approved, In accordance with the Buildin are scheduled for disposal. We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their disposal by the Building Division. The plans and/or documents are available for retrieval for a period of 15 working days (3 weeks) from the date of this letter and must be retrieved in person at the Building Division offices. This letter must be presented at the time of retrieval of the plans and/or documents. Plans and/or documents available for retrieval CANNOT be mailed and plans and/or documents will NOT be available for retrieval after the expiration of the retrieval period, which is 60 days from the date of this letter. You may retrieve plans and/or documents between the hour-, of 7:30 am. and 3:30 p.m., Monday through Friday, at the Building Division offices located at 7500 W. 29h Avenue in Wheat Ridge. am= Melissa Mackey Senior Pernut Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2853 Fax: 303-234-2857 mawximheatridge.co.us 1 11 City of �atRjge cn,, _j COMMUNITY DEVELOPMENT wwwA.wheatridee.co.us City of Wheat Ridge Memorandum Reason: Standard Pacific has requested that the finished basement portion of the permit (1026 sf) be removed due to financial reasons on behalf of the buyer for permit #201401067, 3861 Tabor Ct. Please refund: Contractors Ucense$ ( M TO: Standard Pacific Homes 7800» Dorado Pl., Suite #220 Greenwood Village, CO 80111 I 11 STANDARD PACIFic HoMES Making You Right At Home* Melissa Mackey Peffnit Technician City of Wheat Ridge 7500 Wheat Ridge, CO 8001 Please cancel the finished basement option on 3861 Tabor Court. The buyer would like to back out of it for financial reasons. ccrcly, ANN" Colorado Division 7800 E. Dorado Place, site 220, Greenwood Village, Colorado 80111 1 TEL 303.779.4100 1 FAX 303-846.8505 1 www.stn ndarilp"ifichornes-com City of hcatl),'j le CommuNny DEVELOPMENT 3861 Tabor Court 0 POW org" � medwards!2stan22c,com C!!)L Stategie: 99�: Same as 130216 Afi ` ' 301779.4100 rppwrL� mm a� Complete all information on BOTH sides of this form I=# all I Address: 3 � 1,2 C) k C-'71e' Doud Subdivision, Filing 2, of #: –L3-- Applicable survey conditions: 'ND (survey at foundation) NS (survey prior to CO, if'within 2 feet of setback) DOUDI (landscaping) DOUD2 (setbacks) Lot Size: Z�� sq. ft. Maximum Building Coverage (40%): —!�� sq. ft. Total Proposed Building Coverage: 3 - 75D sq. ft. 3( "2- % Is the structure within 2 feet of minimurn setbacks? (If yes, add surveying condition FND) Driveway review considerations: U Driveways cannot exceed 24' in width. Project Addre © C< - Permit +. <JT©2 <! vR »!» Contractor ) of Authorized Agent Date *This application must , signed t ,>i sub-contractor :tww6.* the same, v"' Drainage: a, Drainage Letter & Plan required: b. Site drainage/grading plan have been reviewed and are: 2. —V"" Public Improvements required & to be completed with prqject; a. street paving/patching.- Yes b. curb & gutter: Yes c. sidewalk. Yes d. Other (specify): Yes I _zVes No W OK NOT OK; refer to stipulations. For items not constructed, the amount of funds taken in lieu of construction: 5. — NOT APPROVED: The Public Works Department has reviewed the submitted, material and does not approve this Permit Application for the stated reason(s)- Signature David F. Brossman, P.L.S. Date --------- & we" Stipulations 7. — A Drainage Certification Letter accompanied by As-Built plans from the Engineer-of-Record shall required prior to the issuance of the CertifIcate of Occupancy. NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY, Rev 06/2013 � City of Wh6at Ri:qgc t.li3LIC WORKS City of Wheat Ridge Municipal Building 7500 W, 29"' Ave. Wheat .Ridge, CO 80033 - 8001 l': 3f13.2 5.2861 F: 303.235.2857 P UBLIC WORKS DEVELOPMENT VIE FEES Date: L _ Location of Construction- Purpose of Construction: Single Family Commercial Multi-Family Develcs x ae t evl a sl t lee....,,... X100 >00 (Required of all projects for document processing) Sire le l�"xrt11 esidertee/llu ex eiew l�"ee. ....... ......... $50.00 Ctaxxterla lei -ail eview fees; Review of existing or minimal technical documents $200.00 .......:. .......... $ Initial review' of technical civil engineering documents (Fee includes reviews of the 1" and 2 d submittals) :....._ ...... $600.00 ............ Traffic Impact Study Review Fee: (:Fee includes reviews of the 1" and 2"` submittals):-, ..... .............y, $500.00 Trip Generation Study Review Fee. $200.00 0 & M Manual Review & S A Recording Fee, $100,00 .. .......... Each Application will be reviewer[ by staff once and returned for changes, If after review of the second "Traffic submittal not been made to the cavil documents or the Study as requested by staff, further reviews of the to the following Resub ittal ,Fees: changes have Application will be subject r�tita�n fees: 3' submittal (`ra initial review fee):. . ......... $300.00 4 submittal (full initial review fee):....... „ .... ......... .. $600.00 All subsequent submittals:,.- ......_.. ..,..:.., $600.00 (Full initial review fee) TOTAL, REVIEW FEES (due at titne of Building Perrnit issuance): C2�� PLEASE NOTE THAT IN ADDITION TO THE ABOVE F -F E S, THERE WILL BE ADDITIONAI_ LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS RIGHT-OF-WAY. WITHINPUBLIC Www,ci.Wheatr1d .c°o.us DATED: -Ilql ADDRESS: 3* r Development Review Engineer www-dwheatridge.co.us I m a" W tt — Nils I a liaf 9 I ec cs APPROVED Subject to Field Inspections 1*1 0/ z w 2 ILI Ca ec cs APPROVED Subject to Field Inspections 1*1 0/ STJ o fa P I I I 85 I fd 15 -9 Ud • a I fd 15 -9 Ud • a (131 / 00 t X dS MRPAV) ZWO : ()o� jed ejej uoll3pi jpajeAo uSisis(i OLE • MOI f �VL :(*U ) 141SWI 9AR3$jj8 Jej(4 JIMAO OLC-US 6'89Z :( Aiddns jo 416usl eAgoogs jejo.L MOI L *u uinjej jo 41BUel OA4ae#O 10101 M'D :Al•• ns ol pappe ssol wnjeU OLE-NS givo :ssol einssaid ogets ekqeInwo wnwlxew noun 009*0 :elqelleAe sinssaid ollels uP4 'Iddn ooe*o :sessol einnaid eolAep ui4 AlddnS 009 *0 :ejnssejd:)jjejs jewelxe uel Ajddn OSZ-NS 8 - jejewelp inouni Isefue OOVIVIS 9*9� U619 welP MuM IsefuOl 9601 molple Munit ujvW 89z t :molple leano Inouni jejol :1 d APOPA NJOAOU lq3ul :se:�s Iona '1991 :sqjOual jon(I 1 6m - ul :ejnsseudspun pods .9jr4eiewo.L 'ulwfU *JIV ZEMMMM Iiiii I � � mmnrmsmyiaimoira�# : # �% , ME== :i9jewelp inouni isellows OWNS c EMERMINSMA, 0 so= waivislat#r, • t . +w Muuim, A I Filliliffil; xwm� - �*l � a Ir MIT a MMEM� <!<©� tam tm tm tmi km Iml It9c DOE Me LM I'M ttot iNW&W Ic "JUMV to WOW at MrMilluo'Nif rt ILWAMWMMAI tf WNUMNO URN&I a KIA [a w m $"I lopow W4"1 Ajl3edv3 loultuoN luetuujo,3 uolidp=eo .pax p ern uen joopul 9NIN0111ONO3 VIV 831UHV3 joinpulnuall joopino 3v Nound HBS Et awsuopuil UOI*.IV&ZZV*AdN3 joqwnN ppom joopul (9'V)..9COVNUV3 J"WnN lopoil "Opino $"I lopow W4"1 Building Orientation: Front door faces Northeast Daily Temperature Range: High Latitude: 39 Degrees Elevation: 5476 ft. Attitude Factor: 0,817 Outdoor Outdoor Outdoor Indoor Indoor Grains Dr v Bulb Wet Bulb Rel.Hum Rel.Hurn Iry Bulb Differenc e Winter: 1 0.21 81% 30% 70 34.16 Summer: 91 59 15% 50% 75 -39 Total Sensible Gain: Total Latent Gain: Total Cooling Required Including Ventilation Air: 4111 Tons (Based On Sensible + Latent) Rhvac is an ACCA approve 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. P data at your design conditions. U Y:\ ... \Plan 5062,rhv Tuesday, February 1 8, 2014, 3:19 PM Total Building Supply CFM: 1,100 CFM Per Square ft.: 0200 Square ft, of Room Area: 5,507 Square ft. Per Ton: 2,909 Volume (ft of Cond. Space: 53,005 Yes 0.200 Yes CFM 0.00300 CFM 0.1000 inwg./l 00 ft. 650 ft./min 900 ft./min 0 in. 0 in. Infiltration Specified: 0.200 AC/hr CFM 95 CFM Infiltration Actual: 0.279 AC/hr Above Grade Volume: X Cuft. 0 7,921 Cu.ft./hr in. X 0.0167 Total Building Infiltration: 132 CFM Total Building Ventilation. 0 CFM Yes AC/hr Yes CFM 0.01000 AC/hr 0.1000 in.wg./l 00 ft. 450 ft./min 750 ft./min 0 in. 0 in. 0.200 AC/hr 95 CFM 0.279 AC/hr X _28 403 Cut. 7,921 Cu.ft./hr X 0.0167 132 CFM 0 CFM 14.39 = (1 AO X 0.817 X 16.00 Summer Temp. Difference) (OM X O •.04 Grains Difference) 6Z04 = (1.10 X 0.817 X 69.00 Winter Temp. Difference) N Y:\...\Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM Summer: 91 59 15% 50% 75 -39.04 Y d # Scope . �. Tory �ec' o ft. Sen /To Area Gain $ La Net Sn Nt Gain Gain Loss CFt l 1 j y pct CFM 19uc Sg Bu11d1n 2.05 2.05 2,688 5,507 24,583 -1,865 24,583 48,227 925 1,100 1,100 System 1 2.05 2.05 2,583 5,507 24,583 -1,865 24,583 48,22 25 0 1 # 100 25x1; € Humidification 1,797 Zone 1 5,507 24,583 -1,865 24,583 46,430 925. „1 1 0 1,100 12X1', 1 -Ftec Room 839 1,104 -90 1,104 4,582, ;= � 49 91 7,, 2 -Bath 4 52 9 -7 9 284 ,;; 0 6 { 3 -BR 4 196 469 -18 469 1 100 ` . ;;, ^ 21 22 E 4- Unfbasement 1,664 1,903 -225 1,903 10,606` �11 85 211 6,6,6 5- Great Room 246 2,893 -216 2,893 4,342 87 1�9 129 7,1 6- Kitchen/Nook 484 5,067 -275 5,067 4,244 85, '7 227 8,t 7- Dining 173 955 -112 955 1,470 29,. , 4 r 8- Master BR 306 3,702 -223 3,702 4,926 98` 6 166 7,7, - , 9 -WC 19 74 -32 74 269,"5 3 5 10- Master Bath 291 1,102 -118 1,102 1,659 33 , 49 5,f 11 -WIC 93 226 -67 226 , 656 „IjZ) 10 13 4 12 - BR 2 196 1,575 - 54 1,575 2,556 51 t i 70 6,E 13 - Bath 2 44 59 0 59 80 2 3 14- Laundry 94 470 -113 470 1,431 , , ; 21 29 4 15 -BR 3 179 1,208 94 1,302 1,439 29 „ 54 7 16 -Bath 3 60 430 -83 430 855 17; , , 19 4 17 -PDR 52 69 0 69 93 2 3 2 18 -Study 150 1,973 -68 1,973 2,914 58 , ,`. "3 88 6, 19 -Entry 93 815 -184 815 1,8851 „;; 36 38 5 20 -Hall 276 481 -74 481 1,039 21 22 5 Sum of room airflows maybe grea ter than system airflow because system room airflow option uses the area #er of hea #inca or coollna. YA ...APlan 5062.rhv Tuesday, February 18, 2014, 8:19 PM --Duct Name: STA 10, Feeds Into: Unf basement, Effective Length: 3.7 0.0003 7 Trunk 0.0003 15.2 307 0.000 Up: SMT- 100 128 20 OVO 0.000 Feet 3.7 10 0.0 0.000 Presize 427 18.3 0.354 0A46 --Duct Name: ST -120, Feeds Into: of basement, Effective Length: 2.5 55 26 Trunk 0.0003 18.6 322 0,000 Up: T -100 55 25 0.009 0.000 Rect 2.5 12 0.0 0.000 Presize 670 15.4 0.354 0A46 -- -Duct Name: SR -100, Supplies: Master BR, Fittings: 2-1, 4-H, Effective Length: 42.8 4 Runout 0.0003 7 206 0.000 Up: ST -130 55 5.4 0.012 0.005 Rnd 2.7 7Y 40.2 0,005 Presize 55 4.9 0.345 0A55 TI Runout 0.0003 7 206 0.002 Up: ST-390 55 5.4 0.012 0.008 Find 14,2 7.7 64.6 0.009 Presize 55 26 0.340 0,460 -- -Duct Name: ST-130, Feeds Into: Unt basement, Effective Length: 0.8 Trunk 0.0003 6.7 198 0.000 Up: ST-390 55 4 0.014 0.000 Rect 0.8 10 0.0 0.000 Presize 55 1.9 0.350 0.450 --Duct Name: SR-120, Supplies: Master BR, Fittings: 2-1,4-G, Effective Length: 73.6 Runout 0.0003 7 206 0.002 Up: ST-270 55 5.4 0.012 0.007 Find 16.0 7.7 57.6 0.009 Presize 55 293 0.341 0A59 Presize 138 193 0.350 450 YA ... \Plan 5062,rhv Tuesday, February 18, 2014, 3:19 PM -'Duct Name: SMT-1 00, Feeds Into: tint basement, Fining: 1 -01, Effective Length: 147.6 Trunk 0.0003 18.6 527 0.000 Up: Fan 55 25 0.022 0.033 Rect 0.8 12 146.7 0.333 Presize 1,098 5.1 0.354 0A46 Manual D Ductsize Data - Duqt_,�y - �u �q�tlR 1,_ _ppl -Duct Name: ST-150, Feeds Into: Unf basement, Effective Length: 1.5 Runout Trunk 0.0003 15.2 285 0.000 Up: ST-290 55 20 0.009 0.000 Rect 1.5 10 0.0 0.000 Presize 396 7.5 0.351 0A49 .. - Duct Name: SR-140, Supplies: Master Bath, Fittings: 2-1,4-H, Effective Length: 40.5 Trunk Runout 0.0003 5 183 0.002 Up: SMT-100 55 3.9 0.015 0.004 Rnd 15,0 5.5 25.5 0,006 Presize 25 19.6 0.348 0A52 --Duct Name: SR-150, Supplies: Master Bath, Fittings: 2-1, 4-H, Effective Length: 40.5 Runout 0.0003 5 183 0.002 Up: ST-350 55 3.9 0.015 0.004 Rnd 15.0 5.5 25.5 0.006 Presize 25 19.6 0.346 0.454 - -- Duct Name: T -160, Feeds Into: U basement, Effective Length: 3.3 - -- Duct Name: SR-1 70, Supplies: BR 2, Fittings: 2-1, 4-G, Effective Length: 56.5 Trunk 0.0003 152 415 0.001 Up: ST-350 55 20 0.019 0.000 Rect 3.3 10 0.0 0.001 Presize 577 16,7 0.351 0,449 -- - Duct Name: SR -1 Supplies: WIC, Fittings: 2-1, 4-G, Effective Length: 47.3 Runout 0.0003 4 149 0.002 Up: ST -110 128 3.1 0.013 0.004 Rnd 16.2 4.4 31.1 0.006 Presize 13 16.9 0.348 0.452 -- - Duct Name: ST-170, Feeds Into: of basement, Effective Length: 2.0 Trunk 0,0003 15.2 298 0.000 Up: ST -110 128 20 0.009 0.000 Rect 2.0 10 0.0 0.000 Presize 414 10 0.354 0A46 - -- Duct Name: SR-1 70, Supplies: BR 2, Fittings: 2-1, 4-G, Effective Length: 56.5 Runout 0.0003 6 178 0.002 Up: ST-400 55 4.7 0.011 0.005 Rnd 16.2 6.6 40.3 0.006 Presize 35 25.4 0.347 0.453 Tuesday, February 18, 2014, 3:19 PM Old- '-Duct Name: SR-130, Supplies: WC, Fittings: 2-1,4-G, Effective Length: 27.2 Runout 0.0003 3 102 0.001 Up: ST-290 128 2.4 0.010 0.001 Rnd 11.8 3.3 15.3 0.003 Presize 5 9.3 0.348 0A52 -- -Duct Name: ST-190, Feeds Into: Unf basement, Effective Length: 0.7 Trunk 0.0003 15.2 235 0.000 Up ST•400 55 20 0.007 0.000 Rect 0.7 10 0.0 0.000 Presize 327 3.3 0.354 0.446 -- -Duct Name: ST-200, Feeds Into: Unf basement, Effective Length: 9.3 Trunk 0.0003 15.2 210 0.001 Up: ST-180 55 20 0M6 0.000 Rect 9.3 10 0.0 0.001 Presize 292 461 0.353 0A47 -- -Duct Name: SRA 80, Supplies: BR 2, Fittings: 2-1, 4-H, 8-A2, 8-A2, Effective Length: 69.0 Rnd 0.0 5.5 Runout 0.0003 6 178 0.003 Up: ST -180 55 4.7 0.011 0.005 Rnd 212 6.6 45,9 0.008 Presize 35 36.4 0,346 0.454 -- -Duct Name: SR-190, Supplies: Study, Fittings: 2-1,4-G, 8-A2,8-A2, Effective Length: 72.6 Runout 0.0003 6 224 0.003 Up: ST-220 55 4.7 0.017 0M9 Rnd 18.3 6.6 54.2 0.012 Presize 44 28.8 0,337 0.463 --- Duct Name: SR-200, Supplies: Study, Fittings: 2-1, 4-G, Effective Length: 67.9 Runout 0.0003 6 224 0,003 Up: ST-380 55 4.7 0,017 0M8 Rnd 19.5 6.6 48.4 0.011 Presize 44 30.6 0.338 0.462 --Duct Name: ST-210, Feeds Into: Unf basement, Effective Length: 1.2 Trunk 0,0003 9.8 144 0.000 Up: ST-380 55 8 0.005 0.000 Rect 1.2 10 0.0 0.000 Presize 80 3.5 0.350 0.450 ---Duct Name: SR -210, Supplies: Entry, Fittings: 2-1, 4-1, Effective Length: 23.0 Runout 0.0003 5 279 OMO Up: ST -210 128 3.9 0.028 0.007 Rnd 0.0 5.5 23.0 0.007 Presize 38 0 0,343 0.457 Y:\.,.\Plan 5062,rhv Tuesday, February 18, 2014, 3:19 PM Q ---Duct Name. ST-180, Feeds Into: Unf basement, Effective Length: 2.0 Trunk 0.0003 15.2 235 0.000 Up: ST -190 55 20 0.007 0.000 Rect 2.0 10 0.0 0.000 Presize 327 10 0.353 0,447 _gq,quql D Ductsize Data - Duct tp�m 1 - W p d jy (qq_qr_) --- Duct Name: SR-220, Supplies: Both 3, Fittings: 2-1, 4-G, Effective Length: 44.7 Runout 0M03 4 218 0.005 Up: ST-370 55 3.1 0.027 0.007 Rnd 19.5 4.4 252 0.012 Presize 19 20.4 0M9 0,461 --Duct Name: ST-230, Feeds Into: Unt basement, Effective Length: 1.3 Trunk 0.0003 9.8 302 OMO Up: ST-370 128 8 0.016 0.000 Rect 1.3 10 0.0 0.000 Presize 168 4 0.351 0.449 -- - Duct Name: SR-230, Supplies: SR 3, Fittings: 2-1, 4-G, Effective Length: 77.0 Runout 0.0003 7 202 0.002 Up: ST-360 55 5.4 0,012 01M7 Rnd 19.7 7.7 57.4 0.009 Presize 54 36 0.343 0.457 -- - Duct Name: ST-240, Feeds Into: Unt basement, Effective Length: 7.2 Trunk 0.0003 12.9 213 0.000 Up: ST-360 128 14 0.006 0.000 Rect 7.2 10 0.0 OMO Presize 207 28.7 0,351 0A49 --Duct Name: SR-240, Supplies: Hall, Fittings: 2-1,4-G, Effective Length: 44.1 Runout 0.0003 5 161 0,001 Up: ST -310 55 3.9 0.012 0.005 Rnd 5.5 5.5 38.6 0.005 Presize 22 7.2 0.347 0.453 -- - Duct Name: ST-250, Feeds Into: Unf basement, Effective Length: 1.8 Trunk 0.0003 12.9 256 0.000 Up: ST -310 55 14 0.009 0.000 Rect 1.8 10 0.0 0.000 Presize 249 7.3 0.352 0.448 -Duct Name, SR-250, Supplies: Dining, Fittings: 2-1, 4-H, 8-A2, 8-A2, Effective Length: 91.3 Runout 0M03 7 161 0.003 Up: ST-1 55 5.4 0M8 0.004 Rnd 402 7.7 51.1 0.007 Presize 43 73.6 0.347 0A53 YA .. \Plan 5062.rhv Tuesday, February 1 8, 2014, 3:19 PM -Duct Name: ST-220, Feeds Into: Unt basement, Effective Length: 1.0 Trunk 0.0003 9.8 79 0.000 Up: ST -210 55 8 0.002 OMO Rect 1.0 10 0.0 0.000 Presize 44 3 0.350 0.450 ---Duct Name: SR-260, Supplies: Kitchen/Nook, Fittings: 2-1,4-H, Effective Length: 60.6 0.0003 Runout 0.0003 8 324 0.002 Up: ST-300 55 62 0M2 0.012 Rnd 7.7 8.7 52.9 0.014 Presize 113 16.1 0.337 0.463 --Duct Name: ST-270, Feeds Into: Unt basement, Effective Length: 6.8 0.0003 7 Trunk 0,0003 12.9 199 0.000 Up: ST-300 55 14 0,006 0,000 Rect &8 10 0.0 OMO Presize 193 273 0.350 0.450 ---Duct Name: SR-270, Supplies: Kitchen/Nook, Fittings: 2-1, 4-G, Effective Length: 94.1 Runout 0.0003 8 324 0.006 Up: ST -160 55 6,2 0.022 0.015 Rnd 27.3 8.7 667 0M1 Presize 113 57.2 0.330 0.470 -- -Duct Name: ST-280, Feeds Into: Unt basement, Effective Length: 4.8 Trunk 0.0003 15,2 334 OMI Up: ST-160 55 20 0.013 0.000 Rect 4.8 10 0.0 0.001 Presize 464 24.2 0.351 0.449 --Duct Name: SR-280, Supplies: Great Room, Fittings: 2-1,4-G, 8-A2,8-A2, Effective Length* 110.4 Runout 0.0003 7 243 0.006 Up: ST-280 55 5A 0.016 0.012 Rnd 35.8 7.7 74.6 0,018 Presize 65 65.7 0.333 0A67 --Duct Name: ST-290, Feeds Into: of basement, Effective Length: 0.8 Trunk 0.0003 15.2 287 0.000 Up: ST-280 55 20 0.010 0.000 Rect 0.8 10 0.0 0.000 Presize 399 4.2 0,351 0.449 IL H Runout 0.0003 7 243 0.007 Up: ST-340 55 5.4 0.016 0.011 Rnd 45.8 71 67.3 0.018 Presize 65 84 0.332 0.468 YA ..APlan 5062.rhv Tuesday, February 18, 2014, 3:19 PM ns '-Duct Name: ST-260, Feeds Into: Unf basement, Effective Length: 3.5 Trunk 0.0003 15.2 451 0,001 Up: ST-120 55 20 0.022 0.000 Rect 3.5 10 0.0 0.001 Presize 627 17,5 0.353 0.447 [Manual D Data pa -- -Duct Name: SR -300, Supplies:. Laundry, Fittings. 2 -1, 4 -G, Effective Length: 36.7 Runout 0.0003 4 332 0.003 Up: T -200 128 3.1 0.051 0.016 Rnd 5.8 4.4 30.8 0.019 Presize 29 6.1 0334 0.466 -. -Duct Name: ST -318, Feeds Into:. Unf basement, Effective Length;. 7.2 -- -Duct Name:. SR -320, Supplies: PDR, Fittings: 2 -1, -C, Effective Length:. 21.2 Trunk 0.0003 12.9 279 0.001 Up: ST -200 55 14 0.011 0.000 Rect 72 10 0.0 0.001 Presize 271 28.7 0.352 0.448 --Duct Name: SR -310, Supplies: Rath 2, Fitting. 4 -G, Effective Length. 10.2 Runout 0.0003 3 61 0.000 Up: ST-170 55 2.4 0.005 0.000 Rnd 37 3.3 6.5 0.000 Presize 3 2.9 0.353 0.447 -• -Duct Name:. ST -320, Feeds Into: Unf basement, Effective Length. 1.3 j Trunk 0.0003 15.2 297 0.000 Up. ST -170 128 20 0.009 0.000 I Rect 1.3 10 0.0 0.000 Presize 412 6.7 0.354 0.446 -- -Duct Name:. SR -320, Supplies: PDR, Fittings: 2 -1, -C, Effective Length:. 21.2 Runout 0.0003 3 61 0.000 Up•. ST -230 55 2.4 0.005 0.001 Rnd 6.5 3.3 14.7 0.001 Presize 3 5.1 0.350 0.450 -- -Duct Name: ST -330, Feeds Into: Unf basement, Effective Length:. 5.8 Trunk 0.0003 9.8 299 0.001 Up: ST -230 128 8 0.015 0.000 Rect 5.8 10 0.0 0.001 Presize 166 17.5 0.350 0.450 -- -Duct Name: SR-330, Supplies.. R ec Room, Fittings:: 2-1,4-AD, 8-A2,8-A2, Effective Length: 109.5 Runout 0.0003 7 172 0.003 Up; ST -150 128 5.4 0.008 0.005 Rnd 41.0 73 68.5 0.009 Presize 46 75.1 0.342 0.458 Y:\ ...\Plan 5062.rhv Tuesday, February 18, 2014, 3;19 Pty (i) -- -Duct Name:. -300, Into: n basement, , t, Effective Length: . Trunk 0.0003 15.2 220 0.000 Up: ST-340 55 20 0.006 0.000 Rect 3.2 10 0.0 0.000 Presize 306 15.3 0350 0.450 -- -Duct Name: SR-340, Supplies: Sec Room, Fittings: 2-1,4-AD, Effective Length: 85.3 Runout 0.0003 7 172 0.003 Up: ST-260 128 5.4 0.008 0,004 Rnd 317 71 53.7 0,007 Presize 46 58 0.347 0.453 --- Duct Name: ST-350, Feeds Into: Unf basement, Effective Length: 6.3 Runout Trunk 0M03 15.2 433 OMI Up: ST-260 55 20 0.020 0.000 Rect 6.3 10 0.0 0M1 Presize 602 31.7 0.352 0.448 --Duct Name: SR-350, Supplies: Bath 4, Fittings: 2-1,4-AD, Effective Length: 28.5 Runout 0.0003 3 122 0.001 Up: ST-250 128 2.4 0.013 0.002 Rnd 11.2 3.3 173 0.004 Presize 6 8.8 0.348 0.452 -- -Duct Name: ST-360, Feeds Into: Unf basement, Effective Length: 3.3 Runout Trunk 0M03 12.9 256 0.000 Up: ST-250 55 14 0.009 0,000 Rect 3.3 10 0.0 0.000 Presize 249 13.3 0.352 0,448 --- Duct Name: SR-360, Supplies: SR 4, Fittings: 2-1,4-AD, Effective Length: 55.7 Runout 0.0003 6 112 0,001 Up: ST-240 128 4.7 0.005 0,002 Rnd 19.2 6.6 36.5 0.003 Presize 22 30.1 0.349 0A51 -- -Duct Name ST-370, Feeds Into: Unf basement, Effective Length: 1.5 Trunk 0,0003 12.9 190 0.000 Up: ST-240 128 14 0.005 0.000 Rect 1.5 10 0.0 0.000 Presize 185 6 0.351 0.449 - -Duct Name: SR-370, Supplies: of basement, Fittings: 2-1 4-AD, Effective Length: 72.4 Runout 0.0003 6 357 0.006 Up ST-330 128 41 0.035 0.019 Rnd 16.2 6.6 56.2 0M5 Presize 70 25.4 0.325 0A75 YA ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM --Duct Name: ST-340, Feeds Into: Unf basement, Effective Length: 0.8 Trunk 0.0003 15.2 267 0,000 Up: ST-150 55 20 0.008 OMO Rect 0.8 10 0.0 OMO Presize 371 4.2 0.351 0.449 - --Duct Name: SR-380, Supplies: Unt basement, Fittings: 2-1, 4-AD, Effective Length: 60.6 Runout 0.0003 6 357 0.004 Up: ST-140 128 4.7 0.035 0.017 Rnd 11.7 6.6 46.9 0,021 Presize 70 18.3 0.329 0A71 -- -Duct Name: ST-390, Feeds Into: Unf basement, Effective Length: 1.8 Trunk 0.0003 12.9 113 0.000 Up: ST-140 55 14 0.002 0.000 Rect 1.8 10 0.0 0.000 Presize 110 7.3 0.350 0.450 --Duct Name: SR-390, Supplies: Unf basement, Fittings: 2-1,4-AD, Effective Length: 67.1 Runout 0.0003 6 357 0.005 Up: ST-320 128 47 0.035 0.018 Rnd 14.5 6.6 52.6 0.023 Presize 70 22.8 0.330 0A70 -- -Duct Name: ST-400, Feeds Into: Unf basement, Effective Length: 1.8 Trunk 0.0003 152 261 0,000 Up: ST-320 55 20 0,008 0.000 Rect 1.8 10 0.0 0.000 Presize 362 9,2 0.354 0A46 Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes: inch, Airflow: CFM, Velocity: ft./min, Temperature: F Notes: Static pressure available values for return ducts are at the entrance of the duct, For supply, they are at the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side, Total runout outlet airflow: 1,288 Main trunk airflow 1,098 Largest trunk diameter: 18.6 SMT-100 Largest runout diameter: 8 SR-260 YA..APlan 5062.rhv Tuesday, February 18, 2014, 3:19 PM ng --Duct Name: ST-380, Feeds Into: Unt basement, Effective Length: 1.7 Trunk 0.0003 9.8 223 0.000 Up: ST-330 55 8 0,010 0.000 Rect 1.7 10 0.0 0,000 Presize 124 5 O.350 0.450 Smallest runout diameter: 3 SR-130 Supply fan external static pressure: 0.800 Supply fan device pressure losses: 0.300 Supply fan static pressure available: 0.500 Runout maximum cumulative static pressure loss: 0.475 SR-370 Return loss added to supply: 0.113 Total effective length of return ft.): 472.7 Low Total effective length of supply ft.): 268.9 SR-370 Overall total effective length ( ft.): 741.7 Low to SR-370 Design overall friction rate per 100 t: 0.067 (Available SP x 100 /TEL) System duct surface area (No Scenario): 1279.1 Total system duct surface area: 1279.1 Y:\ ...\Plan 5062.rhv Tuesday, February 1 8, 2014 3:19 PM I) Manual D Ductsize Data - Duct I �y Return --Duct Name: RT-1 10, Feeds From: Unf basement, Effective Length: 0.5 Trunk 0.0003 18.6 345 0.000 Up: RMT-100 75 25 0.010 0.000 Rect 0.5 12 0.0 0.000 Presize 718 3.1 -0.037 0.030 -- - Duct Name: RT-120, Feeds From: Unf basement, Effective Length: 2.7 Trunk 0.0003 12.9 369 OMO Up: RT-140 75 14 0.017 0.000 Rect 27 10 0.0 0.000 Presize 359 10.7 -0M7 0.029 -- - Duct Name: RT-130, Feeds From: of basement, Effective Length: 2.7 Trunk 0M03 12.9 369 0.000 Up: RT-1 10 75 14 0.017 0.000 Rect 2.7 10 0.0 0.000 Presize 359 10.7 -0.037 0.030 .- - Duct Name: RT-140, Feeds From: Unf basement, Effective Length: 1.2 Trunk 0.0003 18.6 172 0.000 Up: RT-I 10 75 25 0.003 0.000 Rect 1.2 12 0.0 OMO Presize 359 7.2 -0.037 OMO -- - Duct Name: RT-1 50, Feeds From: Unf basement, Effective Length: 1.0 Trunk 0.0003 18.6 274 0.000 Up: RMT-100 75 25 0.007 0.000 Rect 1.0 12 0.0 0.000 Presize 570 6,2 -0.037 0.112 --Duct Name: RT-160, Feeds From: Unf basement, Effective Length: 12.8 Trunk 0.0003 10 616 0.007 Up: RT-150 75 7.8 0.052 0.000 Rnd 12.8 10,9 0.0 0.007 Presize 336 316 -0.031 0.106 --- Duct Name: High, Returns From: Kitchen/Nook, Fittings: 6-8, 6-H, 8-1330, Effective Length: 169.9 Runout 0.0003 12.9 369 0.000 Up: RT-120 75 14 0,017 0.029 Rect 0.5 10 169.4 0M9 Presize 359 2 -0-008 0.029 Y:\.,.\Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM --Duct Name: RMT-100, Feeds From: Unf basement, Fittings: 5-HI, 5-1., Effective Length: 258.2 Trunk 0.0003 18.6 618 0.000 Up: Fan 75 25 0.029 0.075 Rect 0.5 12 257.7 0.075 Presize 1,288 3.1 -0-038 0.113 -- - Duct Name: RT-170, Feeds From: Unf basement, Effective Length: 5.7 0.0003 9.8 Trunk 0.0003 9.8 421 0.002 Up: RT-150 75 8 0.031 0.000 Rect 5.7 10 0.0 0.002 Presize 234 17 -0.036 0.027 Trunk 0.0003 9.8 421 0.002 Up: RT- 170 75 8 0.031 0.000 Rect 6.7 10 0.0 0.002 Presize 234 20 -0.034 0.025 -- - Duct Name: Low, Returns From: Rey Room, Fittings: 6-C, 6-G, 8-A2, Effective Length: 200.7 Runout 0.0003 12.9 346 0.000 Up: RT-160 75 14 0.015 0.031 Rect 0.5 10 200.2 0.031 Presize 336 2 0.000 0,031 --Duct Name: Mstr High, Returns From: Master BR, Fittings: 6-C, 6- G,12 -S, Effective Length: 37.9 Runout 0.0003 7 292 0.000 Up: RT-180 75 5.4 0.022 0.008 Rnd 0.3 7.7 37.6 0.008 Presize 78 0.6 -0,026 0.008 -- - Duct Name: RT•190, Feeds From: Lint basement, Effective Length: 1.5 Trunk 0.0003 9.8 281 0.000 Up: RT- 180 75 8 0.015 0.000 Rect 1.5 10 0.0 0,000 Presize 156 4.5 4033 0.025 ---Duct Name: Mstr High, Returns From: Master BR, Fittings: 6-C, 6 -G,1 -S, Effective Length: 50.9 Runout 0.0003 7 292 0.000 Up: RT-190 75 5,4 0,022 0.011 Rnd 0.3 7.7 50.5 0.011 Presize 78 0.6 -0.023 0.011 --Duct Name: RT-200, Feeds From: Unf basement, Effective Length: 1.0 Trunk 0.0003 9,8 140 0.000 Up: RT-190 75 8 0.004 0.000 Rect 1.0 10 0.0 0,000 Presize 78 3 -0.033 0.025 YA ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM (�), -- - Duct Name: Low, Returns From: Kitchen/Nook, Fittings: 6-13, 6-H, 8-1330, Effective Length: 170.0 Runout 0.0003 12.9 369 0.000 Up: RT-130 75 14 0.017 0,029 Rect 0.6 10 169.4 0.029 Presize 359 2.4 -0.008 0.029 Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes inch, Airflow: CFM, Velocity: ft./min, Temperature: F Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at the exit, The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. M TMWTORI M* Main trunk airflow: 11 Largest trunk diameter: 1&6 RMT-I 00 Largest runout diameter: 12.9 High Smallest trunk diameter: 9.8 RT-1 70 Smallest runout diameter: 7 Mstr High Runout maximum cumulative static pressure loss: 0.031 Low Return loss added to supply: 0.113 Total effective length of return ( ft.): 4721 Low T6tal system duct surface area: 0 Rhvac is an ACCA approved fflanual J an 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. &06 '? :tllii* "if data at your design conditions. Y:\.,.\Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM 4�) '—Duct Name: Mstr Low, Returns From: Master BR, Fittings: 6-C, 6-G, 12-S, Effective Length: 106.1 Runout 0.0003 7 292 0.000 Up: RT-200 75 5.4 0.022 0.023 Rnd 0.7 71 105.5 0.023 Presize 78 12 -0.011 0.023 Rear Entry Door: Door-R=2.8 21.4 526 0 168 168 R6.2 Door: Door-U=,161 24 267 0 85 85 158 -Ow -9: Wall- 903.2 3,115 0 39 39 Basement R1 -9: Wall-Basement, Custom, R -1 1828.3 6,641 0 89 89 Basement wall 1217-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, 2140.9 9,604 0 1,574 1,574 no board insulation, siding finish, wood studs 168 -38: Roof/Ceiling-Under Attic with Insulation on Attic 2757.5 4,947 0 3,295 3,295 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 stab, any thickness, 2 2749.9 3,795 0 0 0 or more feet below grade, no insulation below floor, any Boor ocvor, shortest side of floor slab is 32' wide . . .. ......... ------ Subtotals for structure: 38,242 0 17,895 17,895 People: 5 1,000 1,150 2,150 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 132, Summer CFM: 132 8,188 -2,865 1,897 -968 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Humidification (Winter) 4.90 gal/day: 1,797 0 0 0 AED Excursion: 0 0 2,441 2,441 Total Building Load Totals: 48,227 -1,865 24,583 22,718 1,100 CFM Per Square ft.: 5,507 Square ft. Per Ton: 53,005 �0'ial S''en_s"ib'Ie Gain: Total Latent Gain: 48,227 Btuh 48.227 MBH 24,583 Btuh 100 % -1,865 Btuh 0 % 24,583 Btuh 2.05 Tons (Based On Sensible + Latent) ME 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. iata at your design conditions. Tuesday, February 18, 2014, 3:19 P V� Rear Entry Door: Door-R=2.8 21.4 526 0 168 168 R6.2 Door: Door-U=.161 24 267 0 85 85 151315-0w-9: Wall- 903.2 3,115 0 39 39 Basement R11 -9: Wall-Basement, Custom, R -11 1828.3 6,641 0 89 89 Basement wall 12F-Osw. Wall-Frame, R-21 insulation in 2 x 6 stud cavity, 2140.9 9,604 0 1,574 1,574 no board insulation, siding finish, wood studs 1613-38: Roof /Ceiling -Under Attic with Insulation on Attic 2757,5 4,947 0 3,295 3,295 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 21A-32: Floor-Basement, Concrete slab, any thickness, 2 2749.9 3,795 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 32' wide Subtotals for structure: 38,242 0 17,895 17,895 People: 5 1,000 1,150 2,150 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 132, Summer CFM: 132 8,188 -2,865 1,897 -968 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Humidification (Winter) 4.90 gal/day: 1,797 0 0 0 ADD Excursion: ---------- ----- -------- ---------- . ... ......... . _'_'.'__ ... ... . ... . 0 0 2,441 2,441 System 1 Whole House System Load Totals: 48,227 -1,865 24,583 22,718 -jupply Ut - rrru Square ft. of Room Area: Volume (ft3) of Cond. SQace: 1,100 CFffn Per Square ft 5,507 Square ft. Per Ton: 53,005 Total Heating Required Including Ventilation Air: 48,227 Btuh 48.227 MBH Total Sensible Gain: 24,583 Btuh 100 % Total Latent Gain: -1,865 Btuh 0 % Total Cooling Required Including Ventilation Air: 24,583 Btuh 2.05 Tons (Based On Sensible + Latent) Rhvac is an ACCA approved Manual J and ffianual 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, 2 data at your design conditions. Y:\ ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM 0 yqtq 1 Whole House Whole House, =F YA .APlan 5062.rhv Tuesday, February 1 8, 2014, 3:19 Calculation Mode: Htg. & c1g. Occurrences: I Room Length: 839.1 ft. System Number: I 3.6 Room Width: 1.0 ft. Zone Number: 1 Area: 839.9 sq.ft. Supply Air: 91 CFM Ceiling Height: 10.2 ft. Supply Air Changes: 0.6 AC/hr Volume: 8,530.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 0 Actual Winter Vent.: 0 CFM 0.310 21.4 342 Percent of Supply.: 0 % Floor-21A-32 I X 839A --- ------- 1-1-1-11 1.11-1 -11----1 ------- 839.1 0.020 Actual Summer Vent.: 0 CFM 0 0 Subtotals for Structure: Percent of Supply: 0 % 4,326 0 Actual Winter Infil.: 4 CFM 2.853 256 Actual Summer Infil.: 4 CFM 10.2 SE-Wall-151315-0w-914.4 X 146 0.047 3.6 523 0.1 0 10 10.2 SW- Wall - 1 50 1 5 -Ow -9 17 X 10.2 156.9 0.047 3.3 522 U 0 3 NW-GIs-Atrium shgc-0.33 O%S 16 0.310 21.4 342 25.6 0 409 SW-Gls-Atriurn shgc-0.33 O%S 16 0.310 21.4 342 30.8 0 492 Floor-21A-32 I X 839A --- ------- 1-1-1-11 1.11-1 -11----1 ------- 839.1 0.020 1.4 ... . . . ......... 1,158 . ...... -------- . ............. U 0 0 Subtotals for Structure: 4,326 0 935 Infil.: Win,: 4.1, Sum.: 4.1 90 2.853 256 0.657 -90 59 AFC Excursion: --------- -- ------- 110 - ------ I------- Room Totals: 4,582 -90 1,104 Y:\..,\Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM b--�o 5 1 WE= 01MANK Ili, I Calculation Mode: Htg. & c1g. Occurrences: I Room Length: 5.3 ft. System Number: 1 Room Width: 9.7 ft. Zone Number: I Area: 52.0 sq,ft, Supply Air: 6 CFM Ceiling Height: 10.2 ft. Supply Air Changes: 0.6 AC/hr Volume: 524.0 cu.ft, Req. Vent. Clg: 0 CFM Number of Registers: I Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 0 CFM Actual Summer Infil.: 0 CFM Y:\ ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 P % door 21 A-32 I X 51.6 51.6 O 020 1.4 71 0 0 0 0 Subtotals for Structure: 265 0 4 Infil.: Win.: 0.3, Sum.: 03 7 2.921 19 0.615 -7 4 AF[ Excursion: - I ... . . ..... . -'- 11-11.1-1-1-111 ---- -- ----------------- Room Totals: 284 -7 9 I Calculation Mode: Ntg.. & c1g, Occurrences: 1 Room Length: 14.7 ft. System Number: 1 Room Width: 133 ft. Vane Number. 1 Area: 196.0 sq.ft. Supply A ir: 22 CFM Ceiling Height: 132 ft. Supply Air Changes: 0.7 AC/hr Volume. 1,988.0 cu.ft. Req. Vent. Clg. 0 CFM Number of Registers. 1 Actual Winter Vent.. 0 CFM Percent of Supply.. 0 % Actual Summer Vent.. 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 1 CFM Actual Summer Infil,: 1 CFM N -Wall- 15815 -O - 14.7 X 1332 0.047 3.3 437 0.0 0 } 1 10.2 NW -GIs- Atrium hgc -0.33 O %S 16 0.310 21.4 342 25.6 0 409 Floor 21 A-32 1 X 195 195 0 020 1 270 0.0 0 0 _ ... _ _ .. ._. Subtotals for Structure. _r .. _... M..._. 1,049 _ ........,e, ._ _ ._ ,., 0 _...... _ . 410 Infil.. thin.: 0. 8, Sum.. 0.8 18 2.649 51 0.670 -18 12 � AFD Excursion 47 !£4 Roam Totals: i ! 1 t { 1,100 -18 469 C X $ f 0 4 ( Y:i ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM Y:\..,\Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM (AD 4 Unf Pr Ayer _Pqt,q�itqq_Room Loads - Room basement L oad Calculation Mode: Htg. & c1g. Occurrences: 1 Room Length: 1,663.8 ft. System Number: I Room Width: 1.0 ft. Zone Number: 1 Area: 1,664.0 sq.ft. Supply Air: 211 CFM Ceiling Height: 10.2 ft. Supply Air Changes: 0.7 AC/hr Volume: 16,915.0 cuft Req. Vent. CIg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 10 CFM tp Actual Summer Infil.: 10 CFM NW-Wall-Basement R1 -9 12,7 128.9 0,051 37 472 0.1 0 8 X 102 NE-Wall-Basement R1 12.5 127.1 0.051 3.7 465 0.1 0 8 X 10.2 SE-Wall-Basement R1 -9 5 X 50.8 0.051 3.7 186 0.1 0 3 1 02 NE-Wall-Basement R 11-9 8.3 X 84.7 0.051 3.7 310 0.1 0 5 10.2 SE-Wall-Basement R1 -9 20 X 203.4 0.051 37 744 0.1 0 12 10.2 NE-Wall-Basement R1 -9 29 X 294.9 0.051 3.7 1,079 0.1 0 18 10.2 SE-Wall-Basement 81 49.8 474.8 0.051 16 1,705 0.0 0 14 X 10.2 SW-Wall-Basement R1 -9 18 X 167.1 0.051 3.6 595 0.0 0 3 10.2 NW-Wall-Basement R1 -9 143 1457 0.051 3.7 533 0.1 0 9 X 10.2 SW-Wall-Basement R1 -9 14.8 150.8 0.0 ?51 3.7 552 0.1 0 9 X 10.2 SE -0 is- Atrium shgc-0.33 O%S 16 0,310 21.4 342 30.8 0 492 SE-GIs-Atrium shge-0.33 O%S 16 0.310 21.4 342 30.8 0 492 SW-Gls-Atrium shgc-0.33 O%S 16 0.310 21.4 342 30.8 0 492 Floor-21A-32 1 X 1663.8 1663.8 0.020 1,4 2,296 . . . ..... ... 0.0 0 . ....... 0 Subtotals for Structure: 9,963 0 1,565 Infil.: Win.: 10.4, Sum.: 10.4 225 2.856 643 0.662 -225 149 AED Excursion: .. 1 8 9 Room Totals: 10,606 -225 1,903 Y:\..,\Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM (AD YA .APlan 5062.rhv Tuesday, February 18, 2014, 3:19 PM 0 Room Loads - Room 5 - Great Roqm(A�° rcqgff Load Pro Calculation Mode: Htg. & c1g. Room Length: 14.3 ft. System Number: I Room Width: 17.2 ft. Zone Number: 1 Area: 246,0 sq.ft. Supply Air: 129 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 3.5 AC/hr Volume: 2,235.9 cu.ft. Req. Vent. Cl: 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.: 19 CFM Actual Summer lnfil,: 19 CFM �NW-Walll 2 F�-Osw 14 �3X 9 . 1 1 �301 �0-0�65�4.5� 53 � 0 �0 �9 6 I SE-Wall-12F-Osw 14.3 X 9.1 130.1 0.065 4.5 584 0.7 0 96 SW-Wall-12F-Osw 17.2 X 9,1 105.9 0.065 4.5 475 0.7 0 78 SW -fuels- Atrium shgc-0.33 O%S 12.5 0.310 21.4 267 X7 0 384 SW -(pis- Atrium she -0.33 O%S 12.5 0.310 21.4 267 30.7 0 384 1 SW-Gis-Atrium shgc-0.33 O%S 25 0.310 21.4 535 30.7 0 768 UP-Ceil-1 613-38 246A X 1 , ------- _ ------------- 2461 0.026 1.8 441 1.2 -- ------ 0 294 Subtotals for Structure: 3,153 0 2,100 Infil.: Win.: 19.2 Sum.: 19.2 416 2.857 1,189 0.663 -416 276 AED Excursion: 287 People: 200 nip er: 1 200 230 Room Totals: 4,342 -216 2,893 YA .APlan 5062.rhv Tuesday, February 18, 2014, 3:19 PM 0 Y:\ ..\Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM Calculation Mode: Ht g. & c1g. Occurrences: I Room Length 484,3 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 484.0 sqft. Supply Air: 227 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 3.1 AC/hr Volume: 4,399.0 cuft Req. Vent. CIg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 13 CFM Actual Summer Infil.: 13 CFM NW-Wall-12F-Osw 15.5 X 9.1 1401 0.065 4.5 631 07 0 103 SW-Wall-1 2F-Osw 14.9 X 9.1 54.8 0.065 4.5 246 0.7 0 40 SW -GIs- Atrium shgc-0.33 O%S 80 0.310 21.4 1,711 30.7 0 2,459 4 P-Ceil-16B-38 484.3 X 1 4843 0.026 1.8 869 1.2 0 579 Subtotals for Structure: 3,457 0 3,181 Infil.: Win.: 12.7, Sum.: 12.7 276 2.856 787 0.664 -275 183 AED Excursion: 503 g,q 0 1 Room Totals: 4,244 -275 5,067 Y:\ ..\Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM Calculation Mode: Htg, & c1g. 0 Occurrences: 1 172.7 0.026 1.8 310 1,2 Room Length: 12.3 ft. System Number: 1 786 Room Width: 14.0 ft. Zone Number: I ........ Area: 173.0 q.ft, Supply Air: 43 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 1,6 AC/hr Volume: 1,568,0 c0t. Req. Vent. Cl g: 0 CFM Number of Registers: 1 Actual Winter Vent,: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 5 CFM Actual Summer Infil.: 5 CFM NW-Gls-Atrium shgc-0.33 O%S 20 0.310 21.4 428 25.6 0 511 UP- Cell- 165 -3 8 172.7 X 1 172.7 0.026 1.8 310 1,2 0 207 Subtotals for Structure: 1,150 0 786 Infil.: Win.: 5.2, Sum,: 5.2 112 2.858 320 0.661 -112 74 AED Excursion: --- - ---- --- ........ 95 ------ -- Room Totals: 1,470 -112 955 Y:\ ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 P �0 | L YA.. APlan 5062.rhv Tuesday, February 18, 2014, 3:19 PM 0 a ,5�s+aw�..avw. } 1 , c �, , ti_ 1 � � tt it 1 }� � �ta ii�wri�wa� 4.Uaa. �lvia+ua✓1Se� } 11g�v t C Load Calculation Mode. Htg. & clg. Occurrences: 1 Room Length: 1 ft. System Number: 1 Room Width: 5.5 ft. ;done Number: 1 Area: 19.0 sq.ft. Supply Air: 5 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 1.8 AC/hr Volume: 175.9 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: 4 % Actual Winter Infil.: 1 CFM Actual Summer Infil..: 1 CF SE-Wall- 1 2F-Osw 3.5 X 9.1 31.8 9.955 4.5 143 07 0 23 UP - Ceii -15B 3319 _ X 1 �. 19.2 0.026 _ �. m 1 .a.._..d ...� ... 3 _ .� ..e 1. _._._._ 0 2 � Subtotals for Structure: 173 4 - I Infil.: Win.: 1.5, Sum.: 1.5 32 2.853 91 O} 661 -32 21 AFD Excursion 7 . , .., �. .. ..__, _ ___._....�... ° Room Totals: .....�_�.... _.��._. ._ _,,._.�.. _ .�.._ _., _..._._.. . 269 __..... _ ...v.._e�.__.. -32 7 3 6 Y :\ ...\Plan 5062.rhv Tuesday, February 18, 2914, 3 :19 PNQ YA ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM 05� YA ... \Plan 5062.rhv Tuesday, February 1 8, 201 4, 3:19 PM�-4) SE-Wall-I F-Osw .3 X 9.1 66.6 0.065 4.5 299 0.7 0 49 UP-Ceil-1613-38 92.9 X 1 929 0.026 1.8 167 1.2 -- - --------- 0 111 ---------- - ----- Subtotals for Structure: 466 0 160 Infil.: Win.: 3.1, Sum.: 3.1 67 2.855 190 0.661 -67 44 AED Excursion: 22 Room Tt1 .1;0s: 656 -67 226 YA ... \Plan 5062.rhv Tuesday, February 1 8, 201 4, 3:19 PM�-4) Y:\ ... \Plan 5062.rhv Tuesday, February 1 8, 2014, 3:19 P 5 )- 2- qg cedul q Room Loads - Room I BR 2 (AKqr ------ Loqd,Pro Calculation Mode: Htg. & c1g. Occurrences: I Room Length: 195.8 ft. System Number: I Room Width: 1.0 ft. Zone Number: I Area: 196.0 sqft. Supply Air: 70 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 2.4 AC/hr Volume: 1,778.0 cuft. Req. Vent. Cig. 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 12 CFM Actual Summer Infil.: 12 CFM NE-Wall-12F-Osw 16.5 X 9.1 149.8 0.065 4.5 672 0.7 0 110 SE-Wall-12F-O sw 11.5 X 9.1 84.4 0.065 4.5 379 0.7 0 62 SE-Gls-Atrium shgc-0.33 O%S 20 0.310 21.4 428 30.8 0 615 UP-Ceil-16B-38 195.8 X 1 195.8 0.026 . ...... .. . ............... ----- - ---- . . ....... .. ..... ...... . ... . 1.8 351 1.2 0 234 Subtotals for Structure: 1,830 0 1,021 Infil.: Win.: 11.7, Sum,: 11.7 254 2.856 726 0.661 -254 168 AED Excursion: 156 People ?_Qpja�Vpqr, 230 selyp r: 1 ------ ---- ----------- 200 230 Room Totals: 2,556 -54 1,575 Y:\ ... \Plan 5062.rhv Tuesday, February 1 8, 2014, 3:19 P 5 )- I YA ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 P Detailed Room Loads - Room 13 - Bath 2 Load Procedure UP-Ceil-1 613-38 44.4 X 1 44A 0.026 1.8 80 1.2 0 53 Subtotals for Structure: 80 • 53 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 AED Excursion: 6 Room Tot I YA ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 P F- Calculation Mode. Htg. & c1g. 0 Occurrences: I Room Length: 7.5 ft. System Number: I 112 Room Width: 12.5 ft. Zone Number: I 114 2.855 324 0.661 Area: 94.0 sqft Supply Air: 29 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 2.0 AC/hr Volume: 852.0 cuft Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 5 CFM Actual Summer Infil.: 5 CFM NE-Door-Rear Entry Door 2.7 X 21.4 0.357 24.6 526 7.9 0 168 8 UP-Ceil-16B-38 93.8 X 1 --- - ----- - -- 918 0.026 1.8 168 1.2 ...... ... . .. .... 0 112 Subtotals for Structure: 1,107 0 348 Infil.: Win.: 5.2, Sum.: 5.2 114 2.855 324 0.661 -113 75 AEC} Excursion: ........... ... .... . ... . ... .. w . -- ------ --- 47 Room Totals: 1,431 -113 470 Y:\ ...\Plan 5062,rhv Tuesday, February 18, 2014, 3:19 P 4i� YA ...\Plan 5062.rhv Tuesday, February 18, 2014, 3:19 P R _(?�yerqo Load Pro dy�e ,!qe Calculation Mode: Htg. & c1g. 0.065 4.5 Occurrences: I 0 Room Length: 1793 ft. System Number: I 25.6 Room Width: 1.0 ft, Zone Number: I 322 Area: 179.0 sq.ft. Supply Air: 54 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 2.0 AC/hr Volume: 1,628.O cuft. Req. Vent, Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM P,eqpie:_2 r, 230 sqn ppr: 1 Percent of Supply.: 0 % 230 Room Totals: Actual Summer Vent.: 0 CFM 94 1,208 Percent of Supply: 0 % Actual Winter Infil.: 5 CFM Actual Summer Infil.: 5 CFM NW-vvan-12F-0SW 11.7 X 9.1 86 0.065 4.5 386 0.7 0 63 NW-Gls-Atrium shgc-0.33 O%S 20 0.310 21.4 428 25.6 0 511 UP-Ceil-1613-38 179.3 X 1 1793 0.026 1.8 322 1.2 0 214 Subtotals for Structure: 1,136 0 788 Infil.: Win.: 4.9, Sum.: 4.9 106 2.859 303 0.661 -106 70 AEI Excursion: 120 P,eqpie:_2 r, 230 sqn ppr: 1 200 230 Room Totals: 1,439 94 1,208 Y ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 YA ... \Plan 5062,rhv Tuesday, February 18, 2614, 13:19 P Detailed Room Loads - Room 16 - Bath 3 Procedure _�qgq_Load lot Room Totals: 855 -83 430 YA ... \Plan 5062,rhv Tuesday, February 18, 2614, 13:19 P 7 - PDR Load Proc Calculation Mode: Htg. & c1g. Occurrences: I Room Length: 9.2 ft. System Number: I Room Width: 5.7 ft. Zone Number: I Area: 52.0 sqft. Supply Air: 3 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 0.4 AC/hr Volume: 472.0 cuft Req. Vent. Cig: 0 CFM Number of Registers: I Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 0 CFM Actual Summer Infil.: 0 CFM is Y:\ .. \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM Subtotals for Structure: 93 0 62 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 AED Excursion: 7 Room Totals: 93 0 69 ---------- ------- ------- - Calculation Mode: Htg. & c1g. Occurrences: I Room Length: 149.9 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 150.0 sq.ft. Supply Air: 88 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 19 AC/hr Volume: 1,362.0 cu.ft. Req. Vent. Cl: 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.: 12 CFM Actual Summer Infil.: 12 CFM NW- Wall- 1 2F -Os 11.8 X 9.1 87.4 0.065 4.5 392 0.7 0 64 NE- Wall- 1 2F -Os 12.7 X 9.1 95 0.065 4.5 426 0.7 0 70 SE-Wall- I 217-0sw 5 X 9.1 45*8 0,065 4,5 205 03 0 34 NW- GIs - Atrium shgc-0.33 O%S 20 0.310 21.4 428 25.6 0 511 NE-Gls-Atrium shgc-0.33 O%S 20 0.310 21.4 428 25,6 0 511 UP-Ceil-1613-38 149.9 X 1 149.9 0.026 1.8 269 1.2 0 179 Subtotals for Structure: 2,148 0 1,369 Infil.: Win.: 12.4, Sum.: 12.4 268 2.856 766 0.664 -268 178 AFC? Excursion: 196 0 ' je: 2 1 p n er: Pe p 00 at/ ' er 230 se �p ....... ... . .... . .......... ..... .. ... ------- - --- 200 . ..... . ___ ------ 230 Room Totals: 2,914 -68 1,973 40 Y:\ .. \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM Y:\...\Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM Room Loads - Room 19 - Entrv_ov�q Load Procedure Calculation Mode: Htg. & c1g. Occurrences: I Room Length 93.1 t System Number: I Room Width: 1.0 ft. Zone Number: I Area: 93.0 sq.ft. Supply Air: 38 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 27 AC/hr Volume: 846.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: I Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 9 CFM Actual Summer Infil.: 9 CFM NE-Wall-12F-O sw 8.3 X 9.1 39.6 0.065 4.5 178 01 0 29 SE-Wall-1217-0sw 12 X 9.1 109 0.065 4.5 489 0.7 0 80 NE-Door-R6,2 Door 3 X 8 24 0.161 11.1 267 3.5 0 85 NE-Gis-Atrium shgc-0.33 O%S 12 0.310 21.4 257 25,6 0 307 UP-Ceil-1 6B-38 93.1 X 1 93.1 0.026 ---- ------------- 1.8 167 1.2 0 111 Subtotals for Structure: 1,358 0 612 Infil.: Win.. 8.5, Sum.: 8.5 185 2.855 527 0.661 -184 122 AED Excursion: 81 Room Totals: 1,885 -184 815 Y:\...\Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM 1 ROO 40 , 17 HO 5 i IF 9 "' Building Rotation Tonnage .0... .. ....... ...... 03 IS 1Y ... ttt 16 - — -- --- ----- Northeast East Southeast South Southwest West Northwest North Direction Front door Faces Building NetTonnage YA ...\ lan 5062,rhv Tuesday, February 18, 2014, 3:19 PM Building Rotation Hourly Net Gain 27,000 26,000 25,000 1 23,000 22,000 F 21,000 YA ... \Plan 5062,rhv Tuesday, February 1 8, 2014, 3:19 PM 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