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3849 Taft Court
t�tOc-7 OT 2z ��� TIS CC, INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridgb.co.us/forms.aspx?fid=79 INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Type �6 Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. 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 ut) IVt)t r-t]llr t.nnf-r6m7(A P rinr I n or%r%rnv!aI i It l nn eh....., l—c,•.w Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing •L•J•\'l•llV191'1=4 tall ;4 as lul 9 l l Is Me]M Tn lw.VII OQ�1 f-1.1aNyr•1 il'M MAVY.— mA,V-.T-.T7_TG7 W&ti_ Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Ax 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. . _. ._ __ _ _.__�_ r , ....., ,,,,,,,, , ,, „u,,, ,,,u , U„' l ,li�pVi LIUTIO alc wr1IN[GLUU IIUII] uie rice uibirici ana elecirlcal IOW voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge Residential Roofing PERMIT - 201702322 PERMIT NO: 201702322 ISSUED: 06/21/2017 JOB ADDRESS: 3849 Taft CT EXPIRES: 06/21/2018 JOB DESCRIPTION: Residential Re -roof to install Duration Storm asphalt shingles - 42 sq. *** CONTACTS *** OWNER (303)425-0763 LOUTZENHISER JAN S 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: 19,000.00 FEES Total Valuation 0.00 Use Tax 399.00 Permit Fee 346.95 ** TOTAL ** 745.95 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding A% -inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€'"s 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. The City of Wheat Ridge Third Party Form Check List Pry oerty Address t� + Fqe4e I t0 Permit Number p,,qj,,jt Issued Date Qwner Information prape,rlty Owner Information Property Owner Address inspector Information Inspection Company Inspector Name inspector Contact info. Ins actor �gatement and Acknowled I hearby acknowledge the roof I am inspecting is 6112 or over. All roofs that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept.' I nearby acknowledge the roofing system for the referenced building has been inspected and found to be. in compliance with the minimum requirements of the 2012 IRC end 2012 ISS; as well as all City of Wheat Ridge Policies and Procedure and Manufacturer's recommendations and specifications. Date: ------------- inspector: Rr®party fawner statement ofAc nowledne t *1 nearby acknowledge that I am the owner of the building referenced above and I give my consent for the listed third -party inspection company to perform my roof inspection in lieu of the City of Wheat dge 13ui1 fng Division inspection. Propery Owner/Agent: Date: This original document and permit card, as well as the roofing check list, the Chief Building official within sever, days of the final inspection. Drop off ir, pe -Mon pet-rnit counte�r 2nd floor 75loo W. 29th Ave Wheat Ridge CO 80033 Draft Date: 7/26/17 must be submitted tc Please add note to reverse side f -' Lou f zcAhoar 6 em-�J6v% ,tan 311 303- L}25 - O-7to3 The City of Wheat Ridge LA IGS k Inspection Check List notes Mid -Roof Roof Inspection ❑ N/A ❑ Pass ❑ Fail ❑ N/A Pass ❑ Fail Structural roof components ❑ N/A Pass ❑ Fail Verify that no more than 2 layers of shingles exist ❑ N/A Pass ❑ Fail Flashing for roof and walls Pass ❑ Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) ❑ N/A Pass ❑ Fail Verify sheathing nail pattern (See Policy & Procedures) �] N/A Pass ❑ Fail Crickets and saddles where needed ❑ N/A Pass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A Pass ❑ Fail Verify vent caps ❑ N/A Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A �z Pass ❑ Fail Step flashing shall be min. of 44 piece per shingle N/A ❑ Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A Pass ❑ Fail Ice and water shield 2' in heated wall spaces ❑ N/A Pass ❑ Fail Underlayments must follow 2012 IRC / 2012 IBC ❑ N/A Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A K Pass ❑ Fail Dripedge should extend down min 2" past roof deck ❑ N/A [ Pass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC tA N/A ❑ Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope N/A ❑ Pass ❑ Fail Above roof insulation R-25 N/A ❑ Pass ❑ Fail Below roof residential R-38 N/A ❑ Pass ❑ Fail Below roof commercial R-32 N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements ❑ N/A ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 ❑ N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material as roof ❑ N/A ❑ Pass ❑ Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Requirements ❑ N/A ❑ Pass ❑ Fail Clay and concrete tile shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Mid -Roof Notes Company Name: Inspector signature: Date of Inspection: Mark Benjamin PE PHI -D&E Inc. dba Crown Jade (com) Design and Engineering PO 171 970-472-2394Ft. Collins 0 80522 The City of Wheat Ridge Inspection Check List notes Final Roof ao�7 c�a�aa Roof Inspection ❑ N/A ❑ Pass ❑ Fail ❑ N/A] Pass ❑ Fail Structural roof components ❑ N/A Pass ❑ Fail Verify that no more than 2 layers of shingles exist ❑ N/A Pass ❑ Fail Flashing for roof and walls Pass ❑ Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) ❑ N/A Pass ❑ Fail Verify sheathing nail pattern (See Policy & Procedures) XN/A ❑ Pass ❑ Fail Crickets and saddles where needed ❑ N/A Pass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A Pass ❑ Fail Verify vent caps ❑ N/A Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A t4 Pass ❑ Fail Step flashing shall be min. of 4x4 piece per shingle %N/A ❑ Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A Pass ❑ Fail Ice and water shield 2' in heated wall spaces ❑ N/A Pass ❑ Fail Underlayments must follow 2012 IRC / 2012 IBC ❑ N/A Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A Pass ❑ Fail Dripedge should extend down min 2" past roof deck ❑ N/A n Pass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC N/A ❑ Pass ❑ Fail 90 LB roil roofing shall not be applied to roof slopes less than 2:12 slope; Exception: detached garages, patios, carports, open on three sides with min. slope of 1:12 N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope N/A ❑ Pass ❑ Fail Above roof insulation R-25 N/A ❑ Pass ❑ Fail Below roof residential R-38 N/A ❑ Pass ❑ Fail Below roof commercial R-32 �N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturer's specifications - Must have manufacturer's letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements ❑ N/A ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 ❑ N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material as roof ❑ N/A ❑ Pass ❑ Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Requirements ❑ N/A ❑ Pass ❑ Fail Clay and concrete tile shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Final Roof Notes Company Name: Inspector signature: Date of Inspection: Mark Benjamin PE PHI -D&E Inc. dba Crown Jade (•com) Design and Engineering PO 17' Ft.Collins 9772-2394c80522 - City of Wheat Ridge Residential Roofing PERMIT - 201702014 PERMIT NO: 201702014 ISSUED: 06/14/2017 JOB ADDRESS: 3849 Taft CT EXPIRES: 06/14/2018 JOB DESCRIPTION: Res reroof: Install 42 squares impact resistant duration storm *** CONTACTS *** OWNER (303)846-8528 LOUTZENHISER JAN S 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: 19,662.00 FEES Total Valuation 0.00 Use Tax 412.90 Permit Fee 362.80 ** TOTAL ** 775.70 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding A/2 -inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€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. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Residential Roofing PERMIT - 201702014 201702014 3849 Taft CT ISSUED: 06/14/2017 EXPIRES: 06/14/2018 Res reroof: Install 42 squares impact resistant duration storm I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applica le building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perforin 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 pertormed and that all�vork..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 thepermit application and accompanying Flans 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 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. 5e The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code ora rdinance or. a ulation 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. 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. Antoinette Kulick From: no-reply@ci.wheatridge.co.us Sent: Thursday, June 8, 2017 4:43 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. Permits are currently being processed within 3-5 business days, subject to change based on volume. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BE REROOFING UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION J`' Property Address 3849 tat ct 0 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. jan loutzenhiser 3034250763 jloutzee@yahoo.com Yes CONTRACTOR INFORMATION Contractor Name monarch construction and roofing Contractor's License 100243 Number (for the City of Wheat Ridge) Contractor Phone 3039811265 Number Contractor Email Address ascott@monarchroofs.com (permit pick-up instructions will be sent to this email) Retype Contractor Email Field not completed. Address DESCRIPTION OF WORK Is this application for a Yes new permit for a residential roof? Are you re -decking the No roof? Description of Roofing impact resistant duration storm Material Select Type of Material: Field not completed. If "Other" is selected Field not completed. above, describe here: How many squares of the 42 material selected above? Does any portion of the Field not completed. property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES of all Field not completed. roofing material for this project 2 Provide additional detail 6/12 here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 19662 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant alicia scott Email not displaying correctly? View it in your browser. 3 F 2860 M' GF.DAR DR. SIIITF IDM1 ,1HEWOOD. f0 00228 IIONF (303(911-126 S FAX:(3(1'i)J I M1 NNJ 1 MAII. MONARf, 11('DB fMAl1..fOM $ 2 0 � 4", r i. lYlVl1'MOYAR(HROOFi\C COM ( 011 TR1 (411()1 S R63(n 1\f 1 1 C Top 1% of roofing contractors 0(k ! , BBB Customer Name TR N Job # Address 3(Y41/ f �f �,� ff��/i/� z21 Phone j '�%Alt- Phone Email f ©(1 l l� r��Q C�'6 Insurance Company T�f >�/f��'1"o�-� Claim # Ins.Policy# 55 F52 Monarch Construction & Roofing, LLC will be referred to in this contract as Monarch. The scope of work and materials identified below are the scope of work recommended by Monarch Construction & Roofing, Monarch is not obligated to perform any part of the scrape of work that is not approved by the insurance company unless you authorize the work and agree to pay for this additional work. �J%f%S s ,el IYJ�'AC' i 57;9-A.." i 3nufacturer: UW ��� +� ©TNrf Type: DUB Color /�1^(1 l�i`'t Y' Int `� ar off all existing layers (layers) Tear off one layer of wood shake shingles stall Decking (7116" OSB) 2sheets of OSB are included, each additional sheet will be $65 per sheet Install New Underla 151'. _ 301b. Synth. ✓Install Pre -Painted mea s to code Brown CharcoalTan Gray / White Other �/�(niY RC1 lint. KAlley(s) will be closed with ice & water shield 171Valley(s) will be open / _ Ridge (s) to be color -coordinated with shingle �Ridges) to be High -Profile and color -coordinated with shingle rN O'er ��� w� j� ���-•�% v IDsfall new pipe jacks i3. ace vents as needed r ;/�✓a"f«17 o T /y(oF.ifL _ Re -flash chimney(s) and all wall abutment as needed install Ridge Vent ___LF Install Ice & Water shield per code, as well as all vents and skylights ✓�nstaii;-6 nails per shingle as required by city/county codes. _ aatell tei Dish Alignment (each customer will need to contact the provider to re -align dish after roof installation) Int.__ Aei Inspections will be completed as city/counties allows, I have read the back of contract # 23 Int. yea, workmanship warranty on roofing, all other construction trades will receive a 1 yr. workmanship warranty Extended Warranty Per Sq. $ _ Circle: Owens Corning Platinum GAF Other: Mme° ch Construction & Roofing will provide general liability insurance coverage of $2,000,000 general aggregate _v Form magnetic sweep of driveway and yard for removal of any nails --/, move all trash and debris from work listed / Gutters ef— -5 LF Size: 5 -inch or 6 -inch Color: ' �4r6•`�(k 41 Int. _ _ Repla:.e utter -creens Type: -- _ _ Insurance funds include Mortgage Company Yeses es please c mplete the thi arty authorization form) Int. Special Instructions �• 1+/'�.Of OSS— er-TN S '�aNA�cH w•'�/ do All warir e"Z'NS• Sco t� �'' I The approximate cost of t to senoces based on damages known at the time this contract is entered is $ G � • al determined by //`1�L� bk;c1p insurance. Monarch will perform the scope of work approved by the insurance company Monarch will supplement for items ' priced low. not included or items needed to pass city/county codes, which may increase initial dollar amount that insurance is paying out Supplemental claims billed by Monarch that arapproved by the insurance company for additional work or increases in costs become a part of this contract The f;na! scope and price agreed on between to insi anoe company and Monarch shall become the final contract price for the insurance approved scope Customer will be responsible to pay for any upgrades: deductible, non-recoverable deprecation or additional work authorized by the customer that the insurance company determines is not covered within the scope of coverage provided by your insurance policy. Approximate Dates of Service: �_2_ 1_ these dates of service are subject to change due to unusual delays in transportation of materials, payment delays, insurance abprovai, ordinary weather delays. or by any other causes beyond reasonable control of Monarch. Monarch will provide communication to customer to show tentative dates. Notice: If the property owner plans to use proceeds of a property and casualty insurance policy issued pursuant to part 1 of article 4:10, C.R.S., to pay for the roofing work, pursuant to section 6-22-105, the roofing contractor 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 on the covered residential property. I(we) hereby authorize & instruct the insurance company & lien holders to include the name of Morarcn Construction & Roofing LLC as cc -payee ^n any s::cse-aunt .ass c2` o� cr,e-�s after today s date as indicated above I (we) authorize any legal representative and/or agent of Monarch Construction to obtain information necessary to complete any funding process relative to the claim number referenced above I (we) fudher authorize Monarch to pick up in pe on any loss drafts or checks on mylour behalf and behalf of Monarch. 7. - City of Wheat Ridge Residential Roofing PERMIT - 201702322 PERMIT NO: 201702322 ISSUED: 06/21/2017 JOB ADDRESS: 3849 Taft CT EXPIRES: 06/21/2018 JOB DESCRIPTION: Residential Re -roof to install Duration Storm asphalt shingles - 42 sq. *** CONTACTS *** OWNER (303)425-0763 LOUTZENHISER JAN S 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: 19,000 00. FEES Total Valuation 0.00- Use Tax 399.00 Permit Fee 346.95 - - ** TOTAL ** 745.95 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding A% -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&€'°"s 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 - 201702322 PERMIT NO: 201702322 ISSUED: 06/21/2017 JOB ADDRESS: 3849 Taft CT EXPIRES: 06/21/2018 JOB DESCRIPTION: Residential Re -roof to install Duration Storm asphalt shingles - 42 sq. 1, 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 thisennit. I further attest that I am I 'ally authorized to include all entities named within this document as parties to the work to be performed and that ?1.1• -,Work to be perform d is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date IF 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, po plans and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees 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 andspecific 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. , -W* 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. Signature of Chi ANrg—Official V Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. Antoinette Kulick �7 From: no-reply@ci.wheatridge.co.us Sent: Monday, June 12, 2017 6:46 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in (� the order they are received. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your v, contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. Permits are currently being processed within 3-5 business days, subject to change based on volume. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. 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. 3849 taft ct jan loutzenhiser 3034250763 jloutzee@yahoo.com Yes tl 7 4 -, cl'�_ CONTRACTOR INFORMATION Contractor Name monarch construction and roofing Contractor's License 100243 Number (for the City of Wheat Ridge) Contractor Phone 3039811265 Number Contractor Email Address blowrie@monarchroofs.com (permit pick-up instructions will be sent to this email) Retype Contractor Email blowrie@monarchroofs.com Address DESCRIPTION OF WORK Is this application for a Yes new permit for a residential roof? Are you re -decking the No roof? Description of Roofing duration storm Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 42 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES of all 42 roofing material for this project 2 Provide additional detail house here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 19000 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant brie lowrie Email not displaying correctly? View it in your browser. 3 Top 1% of roofing contractors LAKEWOOD, CO 002211 9 1265FAX:13031416-4,1411 FIMU MONAROICOOGMAilLCOM BBB "'WW'NIONARCHROOFLNGICOM CAistomer Name Address Phone All. Phone Entail Insurance Company Claim# krts.policy# 931 Miortarch Construction & Roofing, LLC will be referred to in this contract as Monarch. The scope of work and materials identified below are the scope of work recornpienJed by P,,Ior aich GonstruOi on & Roofing: Monarch is not obligated to perform any part of the scope of work that is not approved by the insurance company unless you authorize the work and agrela to Pay for this additional work. Shingle Manufacturer, i�iu/ Twe, '-ztl Color Int. Tear off one layer of wood shake shingles ��stall ear off all existing layers layers) Decking il 'fil 6" OSB) sheets of OSB are included, each additional sheet will oe $65 per sheet stall New U d rl �'R 8 n e 8 'I 51b. 3011to, Synth. ' h 'Synt Tan Gray White Other Int. ��Jhstall Pre -Painted me �as to code Brown CharcoalGD ��R' ley i (s) will be closed with ice & water shield E] Valley(s) will be open i6ge (s) to be color -coordinated with shingle Ridge(s) to be High -Profile and color -coordinated with shingle all new pipe jacks ace vents as needed I Pe -flash chimney(s), and all wall abutment as needed ':stall Ridge Vent LF Ice & Water shield per code, as well as all vents and skylights 4-6 , nails per shingle as required by city/countycodes. Sall,tef Dish Alignment (each customer will need to contact the provider to re -align dish after roof installation) F Inspections will be completed as cityllcounties allows, I have read the back of contract # 23 _r5�'Iyew worXmanship warranty on roofing, all other construction, trades will receive a 1 Yr. workmanship warranty Warraniy Per Sq. $ Circle: Owens Corning Platinum GAF Other: `ing A provide general ilal' yc� C nsirctior & Roo- J. �l i Ly insurance coverage of $2,000,000 general aggregate -a sweep of driveway and yard for removal of any nails_X — /' ' �5' arA debris from work listed 57A11�h 1 ers Int, LF Size: 5 -inch or 6 -inch Rem ace ceps Type: Insu"ance fiunds rrl.cLde Mortgage Company Yes, No of les.Diease Wmplete thein! arty authorization form) ... .... .. ... ... Special Instructions hu; 0&; 4-- 6 'e- -C -5, The approximate c baseoon Jamaces kriown at, the _..e tnis coritract is enieredis $ ardetermined by insurance. Mona rch A, _ .N cJ vi:),, k approved by the hsuranice comparty, Mona.,&-, will suppien tent flloiWr, s puced a v. not I , iclu ded or ite 'n s need ed o pass " "y , cO t ; Ci I V codes, which ria adv t'z".i,,:,,1,3r fna" msurance is paym ott Supplemental claims riled by IhDnarch ztei, ars cep owed by the insurance c,-,mP-'1rY e rr..turk it increases in costs be��m& c- -,s Te final scope and price- agreed on t>:-t*ee-, L§e co—"oily and Mc -'-'arch shat! beco—le z_� �51 cclract pr:cp, 'Or tie insurance approve. _,rhe. Customer will be responsible to pay far any upgrades; deductibie, rm-fecoveirable deprecatficia or additional mrk authorized 4 the customer that the insurance company determines is not covered within the scope of covemge provided by yow insurance Policy, Approximate Dates of Service -these dates of servu;e are sub ject to chafe d to urusuaI delays in tr3risC-aabor, of materials, payment delays, , insurance d, 41'011at, or mary %veathar delays. or by any other causes beyond masonabie controi of Monarch, Monaruh wii: pr,,v1-,g Communication to customer to show tentative dates. Notice: If the property owner pians to use proceeds of a property and casualty irlsorarice policy Issued pursuant to par 1 of article 4:10, C.R.S,, to pay fc4•the foVing work, pi�;rsualnit ro section 6-22-105, the roofing contractor cannot pay, waive, rebate, or promise to pay, waive, or rebate all or part of any insurance deductible applicable lo the insurance Claim, f,,.r Payment on the covered residential property, iiwe) hereby authorize & instruathe insurance company & liar, holders to Include ine name of 'Mor.arch C-cistrucuo'n & Rcefinl Cs C-' -pa ¢t� after to -day scate as indicated above '(we) authonzedny legal representative and;or agent, oft4onarch Construction to obtan imormation rlece6s;wy affil, tdirq ne!v!ive m me dairrit numbfr referenced above. I (we) further authorize Monarch to PICK up in per on any loss drafts or checks on mylour behalf and behalf of Monar ri. s— I ns.Policy# Monarch Construction & Roofing, LLC will be referred to in this contract as Monarch. The scope of work and materials identified below are the scope of work recommended I),, tvlorOrci Construction & Roofing: Monarch is not obligated to perform any part of the scope of work that is not approved by the insurance company unless YOU authorize the work and a0rcp_ To Daly for this additional work. e' 5j^ 5 ear off all existing layers (1 -layers) Tear off one layer of'wood shake shingles _stall Decking (7116" OSB) -'?,-sheets of OSB are included, each additional sheet will be $65 Per sheet V Instalt New Underlayaler l 151b, 301b. X Synth. ,.;In,stall PrePaintedme a s to code Brown Charcoal Tan Gray White Other. Int. 0 f. _ . .......... ley(s)will be closed with ice & water shield 11-1 Valley(s) will be open �idge (s) to be color -coordinated with shingle Ridge(s) to be High -Profile and color -coordinated with shingle all new pipe jacks vents as needed Re -flash chimney(si and all wall abutment as needed 4—_, V14- Insiall Ridge Vent.__ _ LF �Install Ice & Water shield per code, as well as all vents and skylights Install -6 nails per shingle as required by citytcounty codes. Satellite) Dish Alignment (each customer will reed to contact the provider to re -align dish after roof installation) Int- _y_ f1- 9 ' Inspections will be completed as cityllcounties allows, I have read the back of contract # 23 Int 5 -year workmanship warranty on roofing, all other construction trades will receive a 1 yr. workmanship warranty Extended Warranty Per Sq, $--,,— Circle: Owens Corning Platinum GAF Other: C QDarc h i Construction & Roofing will provide general liability insurance coverage of $2,000,000 general aggregate magnetic sweep of driveway and yard for removal of any nails Remove all trash and debris from work listed u - 1-401; LF Size: 5 -inch or 6 -inch Color: Gutters ?e -f L .......... Replace itutter Screens Type: Insurance funds include Mortgage Company _ Yes es please cgrnplete the thirKarty- authorization form, Int. Special Instructions pre^- S The approximate cost of the services based on damages known at the tirne this contract is entered is $— 2 G d,, -ermined by 11�f_11 nsurance, Monarch will perform the scope of work approved by the insurance company, Monarch will supplement for it ins priced low, not included or items needed to pass cilv/count m codes, which ay increase initial dollar amount that insurance is paying out. Supplemental claims billed by Monarch that are approved by the insurance co-nnpany for additional'work o I r increases in costs become a part of this contract. The final scope and price agreed on, between the insurance company and N'lonarch shall become the final contract price for the insura, we approved scope. Customer will be responsible to pay for any upgrades; deductible, non-recoverable deprecation or additional work authorized by the customer that the insurance company determines is not covered within the scope of coverage provided by your insurance policy. Approximate Dates of Service: -7 A/;,f - �_�j r these dates of service are subject to change due to unusual delays in transportation of materials, payment delays, ins urafftce)pprova 1, ordinary w4ather delays, or by any other causes beyond reasonable control of Monarch. Monarch will provide communication to customer to show tentative dates. Notice: if the properly owner plans to use proceeds of a propo;lty and casualty Insurance policy issued pursuant to part I of article 4:1.0, G.R.S.: 10 pay k)i the i0o"rig vvork, pu:suart section 6-22-105, the roofing contractor cannot pay, waive: rebate, or promise to pay, waive, or rebate all or part of any insurance deductible applicable to the insurance uaim for payment on the covered residential property. l(we) hereby authorize & instruct the insurance company & lien holders to include the name of Monarch Construction & Roofing LLC; as co -payee on any subsequent icss draft or ch-ncks after today's date as !indicated above. I (we) authorize any legal representative andlor agent of Monarch Construction to obtain information necessa!y to complete any fu ; A I : g proc ss relative to the claim number referenced above. l(we) further authorize Monarch to Pick LIP in pret;son any loss drafts of checks on mylour behail and behalf o` Monarch. Mcnarch Construction &Roofing U-cstialli hold in 'lust any payrnent front the property owner until MorianJi Construction & Roofing LLC lia", delivered roofing mate gals at "ic, re5idelli,,,,propF`,, s::e or oedo,med a majority of the roofing work on the crolperty. I (we) agree, by signing below, to all the contract conditions, both front and back of this agreement. Date of Acceptance: __ / 1-5/ 1 -Z, ..... . ........ natUre(s)- Customer Siggnature CLIStOrne' Si 1,41onarch Representative. A! DAV E 4LOOAN.. City of Wh6at] ��i�die T T A�COmMmuNjTYDEVELOPPBN City of Wheat Ridge Municipal Building 7500 W, 29h Ave, Wheat Ridge, CO 80033-8001 P. 303,235.2846 F: 303,230857 DATE: September 10, 2015 TO: Accounting Department FROM. Meredith Reckert, Senior Planner Reimbursement requested for funds in the amount • $7000.00 (seven thousand dollars and no cents) being held for landscaping for the following properties located within the Doud Overlook Subdivision (Fireside development). # farl www-cf-wheatridge.coms City of Wheat Ridge Municipal Building 7500 W. 2W' Ave, Wheat Ridge, CO 80033-8001 P: 301235.2855 F, 303.2378929 Owner/Occupant 3849 Taft Ct. RE: Previously permitted project plans available for retrieval — Permit 0201401055 (New Single Family) Nmm�� This letter is being sent to you because a project for which a permit was issued by the City of Wheat Ridge El. In Building Division and plans and/or other documents were required was recently completed and approve accordance with the Buildin.- Division's document• 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 You may retrieve plans and/or documents between the hours of 7:30 a.m. and 3:30 p.m., Monday through Friday, at the Building Division offices located at 7500 W. 29"' Avenue in Wheat Ridge. is= Me,lissa Mackey Senior Pernut Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2853 Fax: 303-234-2857 www.cLwbeatridge.co.u,s City of 6atpCOMMUNriy DEVELOPMENT wwwxi.wheatridae.co.us itN/ 0I C(')'W'VtUNH FY D1_'V,(,`,L0PNAFN I' • W MAY -*-a- �44 ffif Or - M Ali FOR OFFICE USE ONUY Date: PlanlPermit # Plan Review Fee: 11' "Ifs", 1" 9— Building Permit Application Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. " I Property Address:,12�4c\ , �_k� ::V+n Property Owner Email: Address: City, State, Zip.� Now Arch itect/Ennineer: *1% �t Architect/Engin6er E-mail: Phone: 3G,_;_0 :_3% - Contractor: Contractors City License #: Phone: Sub Contractors: lvx�f Electrical: W -R, City License # Other City Licensed Sub: City License # Plumbing: WR. City License# Mechanical-, W,R, City License # Complete all information on BOTH sides of this for El NEW COMMERCIAL STRUCTURE Q ELECTRICAL SERVICE UPGRADE El NEW RESIDENTIAL tr ar COMMERCIAL ROOFING El COMMERCIAL ADDITION El RESIDENTIAL ROOFING El ar t ADDITION WINDOW REPLACEMENT r • t [I COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL tw w • E (Garage, shed, deck, etc.) El MECHANICAL t arw t REPAIR REPLACEMENT •LUMBING SYSTEM/APPLIANCE REPAIR o r # t CMENT • x t r r a 112 IMIC11011 III 1 111111 1 11111 E0 r , Sq. Ft./LF Btu's. Amps Squares Project Value: (Contract value or the cost of all materials and labor included in OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND ACxf2F ENI I hereby certit� that the setback distances proposed by this permit application are accurate and do not violateapplicable oramances. runes of regulations of"the City of Wheat Midge or covenants, easements or restrictions of record, haat all measurements shown and allegations made are accurate; that l have read and agree to abide by all conditions printed on this application and Haat 1 <assurne full responsibility for compliance, with applicable City. of Wheat Ridge codes and ordinances for � ork tinder ata) pert -nit issued based on this application; that T aana the legal owner or have been authorized by the legal owner of'the property to perform the described work and arra also authorized by the legal owner of'any entity included on this application to list that entity on this; application. (AUTHOR EPRESEN +�1 IAZ�l40h-ti Building Division Valuation: WNIMMA all 2x4 WOOD STUD WALL m2v, 2x6 WOOD STUD WALL FL AT SOFFIT W/ TOP a 9'-0' AFF. 0 10'-0' PL. W/ TOP a V-0' AFF. ® 9'-0' PL. W/ TOP e 7-6' AFF. o S' -O' PL. (UNLESS NOTED OTHERWISE ON PLAN) FULL ARCH SOFFIT W/ TOP o 9'-0' A.FF, 9 10'-0' PL. W/ TOP e a, -O' A.FP. a 9'-O' PL. W/ TOP ® 1'-6' AFF. e 8'-0' PL. (UNLESS NOTED OTHERWISE ON PLAN) FLATTENED ARCH SOFFIT --W! TOP o 9'-0' A.FF 8 5PRIN5 POINT a 8'-O` AFF. IO'•0' PLATE. W/ TOP g 8'-O' AF.F d SPRING POINT e 1'-0' A:FF. 9 9'-O' PLATE. (UNLESS NOTED OTHERW15E ON PLAN) qj ELLIPTICAL ARCH SOFFIT — AS NOTED ON PLAN OR ELEVATION NOTE: EXTERIOR SOFFITS ARE MEASURED FROM ADJACENT SLAB INTERFACE. FINISH UNDERSIDE OF 50PMT WITH SAME MATERIAL AS HEADER TRIM / FINISH. DT BATH SHOWER �; _ IP OPI BATH ILO. TUB j BATH x SCALE.... I .. i cd[QR ASO Neat Ridge Building Department ppromed br%l t3t14f_DIN FF16CIA D E validity of permit: The issuance of a permit or approval of plans ,specifications and computations shah not be a permit for, or an approval of, any violationto any of the provisions of the building code or of any City ordinances.. PeMRS presuming to give authority to violate or cancel the provisions of the Building codes or other ordinances of the City shall not be valid. KKK � I date: v � SU � < 11-25.13 11` PAN it< 0 v 11 91•0" CLG - " .... i v v; R _ ' 2 2668 FR OR 3050 SH — y STUDY #2 0 9'-0" CLG. 3050 SH <V - d �j O 31/2° t i -- 0 .S SCALE: 1/4"=1'-0" APPROVED Subject to Field inspections Wheat Ridge Building Dept. Signed.` (1G — Fien Checker Ta Y SCALE: 1/4"=1'•0" SCALE: 1/4"=1'-0" 4- 0 t C o I O r a d o 731 Southpark Drive, Suite'B' Litileton, Colorado 80120 V. 303.683.7231 F. 303.683.2922 a I if o r n i a 2943 S. Pullman Street, SUite A Santa Ana, California 92705 V. 949.553.8919 F. 949.553.8909 0 SPCO.1302 date: v < 11-25.13 FRAMEWALK it< 0 " U i LL 0 0 project no: SPCO.1302 date: 11.25.13 first issue: 11-25.13 FRAMEWALK 4-3-14 --� CLIENT MEETING REVISIONS 6•6-14 i y LL 0 0 project no: SPCO.1302 date: 11.25.13 first issue: 11-25.13 FRAMEWALK 4-3-14 --� CLIENT MEETING REVISIONS 6•6-14 Plan Number Sheet Number HANCED REAR - RIGHT ELEVATION It SCALE: 1/8"=1'-0"' FARMHOUSE EOTE; SEE SHEET 3 -OA & 3-1A FOR ADDITIONAL INFORMAT�?ON • 4 e o I o r a d o 731 Southpark Drive, Suite'B' Littleton, Colorado 80120 V. 303.683.7231 F. 303.683.2922 c a l i f o r n i a �. ,,INiANCED REAR - REAR ELEVATION "An @COPT. COV1D PATIO -; \SCALE 1/4'= 1'-0" r FARMHOUSE BASEMENT FLOOR PLAN yn —I COLUMN, it 1/2" X 11 1/2" FRAMED 7 \ _� sm FLAT SOFFIT, 383" VMS SEE ELEV.IT ` CJ FOR HGT LINE OF STEMg oe WALL BELOW AS 1T / 2R _J 5 PT. PATIO � p J,, 5 -' SIMp roj ect no: SPCO.1302 date: 11-25.13 — first issue: HMO 11-25-13 r" ",mss: FRAMEWALK 4-3.14 5 CLIENT MEETING REVISIONS 6-6-14 D-2 _ OMIT TRANSOM WINDOWS AT OPT, COVD PATIO MAIN FLOOR PLAN ! - SCALE 1/4"=1'.0" __I APPROVED Subject to Field inspections Wheat Ridge Branding [sept. Signed— Plan Cherker Plaii Number 5 061 Sheet Number 24.1.1 FOR OFFICE USE ONLY :it f 9 a iii T n e . :.t m< a« :•: a n: :. a .'oe :s . a.: m «. ;m a� a�: r s • 311 Oher City Licensed Sub: Other City Licensed Sub: City License # City License Complete all information on BOTH sides of this form 5061 A Acid Shower in lieu of tub, bath 2. Acid enhanced elevation (masonry to rear of home) Other options include: basement bath rouc3h-in; basement bar rough oatio; 4covered pat oadditional se bib; shower in lieu of tub bath ; interior door at master bath; gas line to range; gas l p a .e. 46 ft 20M. A (Contmo vattie or the cost of 00 a � a M w F Y tl g A ! 8 f 1 1 t ll i i i 17} i 1Y11� } 11 1 1 .111 1 t t t l p t' 1 i 1 � 1: i t 1 i i., i bmf" 1 i i. iii i 111 y9 1� Y } 1111 -ti Vry 1 �iil �} 1A i tt t 1 1 � hi ii i l li 11 t i PM 1 1 1 1 1 } 1 1 �� 1 l i i ilt 1} 1} � t]• i�} i i } 1 k v. sultdirto itaislon yatuawttOn• i CITY OF WHEAT RIDGE �� Building Inspection Division // (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax Inspection Type: Job Address: Permit Number: INSPECTION NOTICE ❑ 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 Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office - (303) 237 -8929 Fax Inspection Type: INSPECTION NOTICE R6t Job Address: 3 eq 9 7 . 6 FT C Permit Number: 20l yo(O S5 e ✓e ❑ No one available for inspection: Time �� ' ANC�� Re- Inspection required: Yes o * When corrections have been made, cal/ for re- inspection at 303 - 234 -5933 Date: 3 — ( 7-1 S Inspector: DO NOT REMOVE THIS NOT This agreement made this march3,2015 _�, 2014, by and between the City of Wheat Ridge and standard Pacific Homes for escrow in the amount of $1000,00 ($00.00) beingheld by the City of Wheat Ridge until all outstanding - landscaping improvements are competed at 3849 Taft Court address In the event that right-of-way paving is not installed by 06/01 - 2015, the • Approved and Agreed: General Contractor Signature Print Name 7800 East Dorado Place, Suite 220 303-846-8528 Business Address / Phone Starts Coordinator Date Title Cl ll of Wheat Ridge, Colorado By: Date: �. '" 11 L LB11 1:0 7 19 2 3 2134 8 76 S6 16 L 2 70 City of h6,t j WE 11 111 1111111 111 iii 1 111 1:1111 Plawponnit # � r � b�D5 Plan Ravi . 3849 "daft Court •,�" !`r • �► � ° s � «� it a 1t g l 40re s: (if di erent than property address) Address: Gi , State, Zi W oodley A • • • • • • • a •♦ t s. 11i I s, o abo Other City Licensed Sub: Other City Licensed Sub: City License # City License Com plete all information o this form °t -. Stan dard s r „ .. !Main Floor $253,358.16 full U�finishe d Basement $3 "• Basement iww� ae "f 1 'Covered Entry Elevation A 1# . Stipulations: Rev 06/201 Rev 06/201 City of' (R P __ UBLIC WORKS City of Wheat Ridge Municipal Building 7500 W, 2V" Ave. Wheat Ridge, Co 80033-8001 P 303,235,2861 F: 303,235,2857 PUBLIC W My Location of Construction: Purpose of Construction: Single Family Commercial Multi-Family Devel $100.00 (Required of all projects for document processing) $—Lap _IC142 $50.00 * Review of existing or minimal technical documents: $200.00 ...... * Initial review' of technical civil engineering documents $ (Fee includes reviews oft e I " and 2 submittals): .......... ... ........ $600.0() Traffic Impact Study Review Fee.- $ ---- (Fee includes reviews of the I "' and 2 xa submittals) - $500.00 Trip Generation Study Review Fee: $ ....... $200.00 $ 0 & M Manual Review & SMA Recording Fee ..... $100.00 $ Each Application will be reviewed by staff once and returned for changes. If after review of th second submittal changes have not been made to the civil documents oT the Traffic Study as requested b s t a ff, further to the following Resubmittal Fees.- reviews of the Application will be subject PLEASE NOTE THAT IN' ADDITION TO THF ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITT WIG FEES REQUIRED FOR, CONSTRUCTION OF ]W ROVE MENTS WITHINp LC RIGHT-OF-WAY, LJB I Ww"'XiMheatridge.co.us W� NOTIFICATION FOR PUBLI .TED: � ADD CC: Fite Rev, 02/2014 i Address: loud Subdivision, Filing 2, Lot #: Applicable survey conditions: FND (survey at foundation) NR S (survey prior to CO, �fwithin 2 feet, of setback) DO (landscaping) DOUD2 (setbacks) Is the structure within 2 feet of minimum setbacks? (If yes, add surveying condition FND-) • Architectural features such as cornices, eaves, belt courses, bay windows, sills, canopies, porches, decks patios, and balconies may extend or project into a setback a maximum of thirty inches. • The first floor of the front elevation shall have a minimum of 67% masonry: brick, brick vener, stucco, stones, stone veneer or synthetic stone, with a full return (minimum 4' high) wainscoting on the sides of the homes. Drivewily review considerations: LJ Driveways cannot exceed 24' in width. ' "Signs aAthc� Agzt Date *Th k apptication must be signed by each sub cantrectear confirming the same. Payab s 4 ' • • vo TAX INF ORM A TIO N A.G. M�assenaar rl��4 2180 South Ivarshoo Streot, Suite 5 Oonver, C<Aorado 80222-57 303-759-8100 Fax 303-756-2920 wwwagwassenaar.com W= As requested, we have performed a soil and foundation study at the subject site. The purpose • 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, pjtzroffoll 2Y2' to 7' Clay, stiff to very stiff, silty, very sandy, calcareous, moist, brown I I I '• •`gp lg�1 Inn I 1 129= 0 I � � 11 1 l��� q�l I ppl 11� 21110i�� M� �= Depth to water: 13 feet at the time of drilling Caved at 12Y2feet 2 days after drilling Samples obtained during drilling were returned to the laboratory. They were visually classified and I i W file Standard Pacific • Colorado, Inc. Project Number 135272 January 31, 2014 Page 2 materials generally exhibit no to low potential for expansion. Refer to the Colorado Geological Survey Special Publication 43 for a description of expansive soils and their impact on structure performance. MqM Standard Pacific of Colorado, Inc. Project Number 135272 January 31, 2014 Page 3 For sites with a risk assessment of high or very high, we recommend an interior floor syste engineered for expansive soils be constructed. An alternative to the use of an engineered flo system, such as soil modification to reduce the risk assessment, may also be considered. addition, an engineered interior floor system is recommended for all finished areas or any oth areas where floor movements cannot be tolerated. I '11t7ffe and/or slab movement, slabs supported by the expansive subs ace ma rials should be co nstruc"I using the following criteria: I se�-aral a joint which allows free vertical movement of the slab. 2. Slab bearing partitions should be constructed with a minimum 2-inch void spac-"" Stairways bearing upon the slab should be constructed in such a way as to allo 1 1 at least 2 inches of slab heave. In the event of slab heave, the movement shou not be transmitted directly through the partitions to the remainder of t residence. 11�qp;11�11 111;1 , OMMM��E I � i 1 ii lm� 4 Where a forced-air heating system is used and the furnace is located on the sla"" we recommend provision for a collapsible connection between the furnace and t duct work to allow for at least 3 inches of slab heave, Utility connections shou also be provided with flexible connections capable of accommodating the sa magnitude of movement as specified above. I q,lab; ho�vever, 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 - isk assessments. 15TMMTT11' - ?MMWMrU=1t 717M Project Number 135272 January 31, 2014 Page 4 # # # # 9 0 w w ------------- During construction, the crawl space area should be checked for standing water or very mo conditions, construction debris, and other deleterious materials. If these conditions exist, the arl should be evaluated and mitigated, as necessary. RiMOTATA grade area, The purpose of the drain is to collect water which may become trapped on the surfa of the excavation and enter the basement or crawl space areas, A drain should be construct discharge or sump. If a sump pit is installed, it should be monitored for water accumulation and proper operation. TM water level in the sump pit should not be allowed to rise above the foundation drain inlet pipe( If water rises above the inlet pipe(s), a pump should be installed (if not originally equipped) maintenance should be performed on the existing pump. I carefully planned and maintained surface drainage. The following recommendations should 7 implemented during construction and maintained by the Homeowner after the res completed: Standard Pacific of Colorado, Inc. Project Number 135272 January 31, 2014 Page 5 8. Plastic membranes should not be used to cover the ground surface immediate"" � surrounding the foundation. These membranes tend to trap moisture and preve normal evaporation from occurring. We recommend the use of a we 41 suppressant geotextile fabric. w - - I - i • - • . #0 - . * .• - -------------- NOTES: AND AWAY FROM CREATE MINIMUM 4" PATHWAYS THROUGH EDGE OF FOOTING OR UNDER THE FOOTING WITH SOLID PCV PIPE (NOTE 3) OR FOUNDATION VOID MATFRIAL. THE PATHWAYS SHOULD BE NOTE: NOT TO SCALE 1. GRAIN MUST SLOPE TO A POSITIVE GRAVITY OUTLET AND /OR TO SUMP WHERE WATER CAN BE REMOVED Y 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 0), OR AN APPROVED SUBSTITUTE FOUNDATION 4. GRAVEL SPECIFICATION: 2" MINUS WASHED WALL ROCK/GRAVEL, POORLY GRADED WITH NO MORE THAN 30% PASSING THE 318" SIEVE AND NO MORE THAN 10% PASSING THE #4 SIEVE, OR A APPROVED BY THE GEOTECHNICAL ENGINEER BACKFILL NON -WOVEN GEOT ILE FILTER FABRIC (MIRAFI 140N OR EQUIVALENT) PLACED OVER ENTIRE WIDTH OF DRAIN GRAVEL. D IN GRAVEL - (SEE NOTE 4) GRAVEL SHALL FILL ENTIRE TRENCH AND EXTEND LATERALLY 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 CONCRETE SLAB AND AWAY FROM CREATE MINIMUM 4" PATHWAYS THROUGH EDGE OF FOOTING OR UNDER THE FOOTING WITH SOLID PCV PIPE (NOTE 3) OR FOUNDATION VOID MATFRIAL. THE PATHWAYS SHOULD BE NOTE: NOT TO SCALE a ' e •. , 17 01 .... . .................... * .......... I Frontdoorfaces East w ^� Frontdoorfaces southeas t ,. Front door faces south " Frontdoorfaces southwest t ?ea F1a n ct ,,kcr Frontdoorfaces West Front door faces Northwestm Front door faces North Frontdoorfaces Northeast Y:\ ... ir sld "lan 5061.rhv Tuesday, January 28, 2014, 9:58 A Building Rotation Tonnage I 1 I I Y:\..,\Fireslde Plan 5061.r v Tuesday, January 28, 2014, 9:58 AM System 1: Southeast 1,193 90 South 1,003 135* Southwest 1,139 180" Zone 1: 1,171 225 Northwest 1,181 270 North 1,057 315" Northeast I Rec Rm *146 146 146 146 146 146 146 146 7,7 2 BR 4 *45 45 45 45 45 45 45 45 7 3 Bath 4 *9 9 9 9 9 9 9 9 4 4 Mech/ of Stor *133 133 133 133 133 133 133 133 7,7 5 Master Bedroom *207 170 122 165 192 182 144 194 7,7,7 6 Master Bath 52 61 63 53 44 53 63 *63 7 7 WIC *46 46 46 46 46 46 46 46 6 8 Great Room *261 201 130 190 236 212 158 231 7,7,7 9 Laundry *14 14 14 14 14 14 14 14 4 10 Mud Room *20 19 18 18 18 18 18 20 4 11 Bath 3 *16 16 16 16 16 16 16 16 4 12 PR *3 2 2 2 2 2 2 2 1-4 13 BR 3/Opt Study *104 93 74 88 94 82 69 89 6,6 14 Entry *43 37 26 35 39 31 22 34 5 15 BR 2 *98 87 68 82 88 76 61 83 6,6 16 Bath 2 17 23 *27 24 19 24 27 24 4 17 Dining/Opt Study 2 57 80 *93 84 63 84 93 82 5 18 Kitchen/Nook 254 266 253 254 231 263 265 *283 7,7,7 Indicates highest CFM of all rotations. 45 Southeast 1,193 90 South 1,003 135* Southwest 1,139 180" West 1,171 225 Northwest 1,181 270 North 1,057 315" Northeast 1,275 IN III I'll Igm 3� �'111111 111 IM s� -2,114 -2,114 -2,114 -2,114 -2,114 -2,114 -2,114 H Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM I Svste I 'Room Load Summary I Y:t — \Fireside Plan 5061 nrhv Tuesday, January 28, 2014, 9:56 Ali M , ld b s + • i s � • i w �! a c ,� e � s • Humi • • M iE ! a . r • • a� p Net Re 1.93 11 a 11 23,111 Act 1i *... 00 27,4 • .. ! +I N Ty p e : Natural . s Furnace Stand A ir Co nditioner Mo • i i 6 r ta # 4 • Indoor Model: CNPV*3617A**+TDR � De +r' ♦ Propane F * A FUE r S Capa # Sensib C 27, 400 ' L C t i Re f er ence 454 1 0 72 Y:t — \Fireside Plan 5061 nrhv Tuesday, January 28, 2014, 9:56 Ali Room Length: 410.7 ft. System Number: I 01 Room Width: 1.0 ft. Zone Number: 1 4.5 Area: 411.0 sqft. Supply Air: 197 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 12 AC/hr Volume: 3,730.0 cu.ft. Req. Vent. CIg: 0 CFM Number of Registers: 3 W -GIs-Atrium shgc-0.33 O%S Actual Winter Vent.: 0 CFM 321 36.1 0 Percent of Supply.: 0 % 0.310 21 A 321 Actual Summer Vent.: 0 CFM N -GIs-Atrium shgc-0.33 100%S 15 0.310 Percent of Supply: 0 % 0 171 S -GIs-Atrium shgc-0.33 O%S Actual Winter Infil.: 19 CFM 513 18.1 0 Actual Summer Infil.: 19 CFM W -Wall-12F-0 sw 12.8 X 9.1 T 86.5 0.065 4.5 388 01 0 64 N -Wall-1 2F-Osw 32 X 9,1 260.6 0.065 4.5 1,169 0.7 0 191 S -Wall-12F-0sw 8.4 X 9.1 52,5 0.065 4:5 235 0.7 0 39 W -GIs-Atrium shgc-0.33 O%S 15 0.310 21.4 321 36.1 0 542 W -GIs-Atrium shgc-0.33 O%S 15 0.310 21 A 321 36.1 0 542 N -GIs-Atrium shgc-0.33 100%S 15 0.310 21 A 321 11.4 0 171 N -GIs-Atrium shgc-0.33 100%S 15 0.310 21.4 321 11.4 0 171 S -GIs-Atrium shgc-0.33 O%S 24 0.310 21.4 513 18.1 0 434 UP-Ceil-1 6B-38 4103 X 1 410.7 0.026 1.8 737 1.2 0 491 Subtotals for Structure: 4,326 0 2,645 Infil.: Win.: 19.3, Sum.: 19.3 484 2.482 1,200 0.575 -420 278 AEC} Excursion: 438 0 1,200 Room Totals: 5,526 -420 4,561 im Y:\.,.\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Galculation Made: i tcg. & Cig. 0.065" occurrences: 1 0.7 Room length: 12.0 ft, System Number: 1 21.4 Room Width: 14.5 ft. Zone Number: 1 15 Area 174.0 s .ft. Supply Air. 45 CFf Ceiling height: 9 .1: ft. Supply Air Changes: 1.7 AC/hr Volume: 1,581.0 cu.ft. Req. Vent. Clg: 0 CF Number of Registers: 1 Actual Winter Vent.: 0 CFM 2.484 327 Percent of Supply.: 0 °f AFC? Excursion': Actual Summer Vent.. 0 CFIt 99 Ppq le: QO fq_VpqL, 30 qpd r Percent of Supply: 0 % � 2 w Actual Winter Infil.; 5 CFNI 1,737 Actual Summer Infil.: 5 CFI N - Wall- I2F -0sw 14.5 X 9.1 ; 101.7 0.065" 4.5 456 0.7 0 75 N -GIs-Atrium shgc -8.38 185 15 0.310 21.4 321 11.4 0 171 -GIs-Atrium hgc -0.33 100%S 15 Oi 310 21 4 321 11.4 0 171 UP- Ceil- 16S -38 174 X 1 174 ._. _ 0.026 .,� M_�.�.. 1.8 312 1:2 0 �. _ 208 Subtotals for Struoture•.�_e 1,410 6 Infil., Wirt.: 5.3, Siam.. 5.3 132 2.484 327 0.577 -114 7 AFC? Excursion': 99 Ppq le: QO fq_VpqL, 30 qpd r � 2 w 230 Room Totals. 1,737 86 1,030 Yet ...!Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9 :58 AM Room Length: 67.1 ft. System plumber: 0.7 0 Roam Width: 1.0 ft. :lone Number: 1 11.4 Area: 67.6 sq.ft. Supply Air. 17 CFM Coiling Height: 9.1 ft.' Supply Air Changes. 1.7 AC/ Volume: 669.6 cu.ft. Req. Vent. CIg: 0 CFM Number of Registers: 1 6.581 Actual Winter Vent.: 0 CFM Percent of Supply.: 8 % Room Totals: Actual Summer Vent.: 0 CFM 311 Percent of Supply: 0 % Actual Winter Infil.: 4 CFM Actual Summer Infil.: 4 CFM N - Mall- 12F -Osw 9.7 X 9.1 79.8 6.065 4.5 358 0.7 0 59 N -GIs-Atrium hgc -0.33 1501 %S 8 0.310 21.4 171 11.4 0 91 UP C it 1 6B-38 67 _�._ _ . �. _ 67.1 � 0,026 _ 1. �. 120 1 � ._ 0� _ w. w ._ 0 Subtotals for Structure: 649 0 236 Infil.: Win.: 3.5, Sum.: 3.5 88 2.483 218 6.581 -76 51 AD Excursion: Room Totals: 867 -76 311 Y.\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Calculation Mode: Htg. & c1g. 0.065 Occurrences: I 0.7 Room Length: 163.8 ft. System Number: I 4.5 Room Width: 1.0 ft, Zone Number: I 117.3 Area: 164.0 sq-ft. Supply Air: 76 CFM Ceiling Height: 9.1 % Supply Air Changes: 3.1 AC/hr Volume: 1,488.0 cuft Req. Vent. CIg: 0 CFM Number of Registers: 2 0 Actual Winter Vent.: 0 CFM 2,176 Percent of Supply.: 0 % Infil.: Win.: 13.8, Sum.: 13.8 344 Actual Summer Vent.: 0 CFM -299 198 AFC Excursion* Percent of Supply: 0 % Actual Winter Infil.: 14 CFM Actual Summer Infil.: 14 CFM N - Wall- 12F -Os + 13.2 X 9,1 119.6 0.065 4.5 536 0.7 0 88 E -Wall- I 2F-Osw 11.8 X 9.1 87.4 0.065 4.5 392 0.7 0 64 S -1Nall-12F-Osw 12.9 X 9A 117.3 0.065 4,5 526 0.7 0 86 E -GIs-Atrium shgc-0.33 O%S 20 0.310 21.4 428 362 0 723 UP -Cell- _1_613 -38 163.8 X 1 1618 0.026 1.8 294 12 0 196 Subtotals for Structure: 2,176 0 1,157 Infil.: Win.: 13.8, Sum.: 13.8 344 2,480 854 0.575 -299 198 AFC Excursion* 168 People. 200 lat/per, 230 _sen/pqT: 1 Room Totals: 3,030 -99 1,753 Y:\...\Fireside Plan 5061 rhv Tuesday, January 28 , 2014, 9:58 AM . & clg. 15.0 Occurrences: 1 69 111.3 ft. System Number: 1 24 1.0 ft. < Zone Number: 1 0 111.0 sq,ft. Supply Air: 33 CFM .1 ft. Supply Air Changes: 2.0 AC/hr 1,011.0 cu.ftx Req. Vent. Clg. 0 CFM 1 133 Actual Winter Vent., 0 CFM 793 Percent of Supply.. 0 % lnfll.: Win,: 2.1, `Sum. :2.1 51 Actual Summer Vent.: 0 CFM 0.583 -45 Percent of Supply, 0 % _u.... _._ � _ Actual Winter lnfil.. 2 CFM '� Room Totals: Actual Summer lnfil.. 2 CFM E - Wall- 12F -0sw 5.7 X 9.1 15.0 0.065 4.5 69 0.7 0 11 D - Door -R6.2 Door 3 X 8 24 0.161 11.1 267 3.5 0 85 F - Atrium shgc -0.33 O%S 12 0.310 21.4 257 36 0 434 UP eil -1 B- 8 111.3 X 1 ..a _ _n 0.026 . _ .. 1 ...8 ...Wrv� 00 1_ . � ._ .0 133 Subtotals for Structure: 793 0 663 lnfll.: Win,: 2.1, `Sum. :2.1 51 2.486 128 0.583 -45 30 D Excursion: AB xur . . _ . _ ..w�. -._-_ _ _u.... _._ � _ _m_ .�_�.m .� ....... _ ._ .� -._ -- '� Room Totals: 921 -45 767 Y:\ ...\Fireside Plan 5061.rhv Tuesday, January 28, 2014, :58 AM Calculation Made: Htg clg. 0.065 Occurrences: I 07 Room Length;. 1973 1t. System plumber: I 4.5 Room Width: 1.0 ft. Zone Numbers 1 10.7 Area: 197.0 sq.ft. Supply Air: 81 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 2.7 AC/hr Volume. 1,792.0 cu.ft. Reef. Vent, CIg, 0 CF Number of Registers. 2 0 Actual Winter Vent.: 0 CF 0.310 21.4 428 Percent of Supply.. 0 % LIP - Ceti- 16B -38 197.3 X 1 197x3 0,026 Actual Summer Vent.: 0 CFM 0 236 Subtotals for Structure. Percent of Supply. 0 % 2,450 0 Actual Winter Infil.. 16 CFM 2.481 978 Actual Summer Infil., 16 CFM - Wall- 12F -Osw 12.1 X 9.1 109.7 0.065 4.5 492 07 0 81 F - Wall 12F -Osw 2,7 X 9.1 24.2 0.065 4.5 109 0.7 0 18 I S - Wall- 12F -Osw 2.2 X 9.1 10.7 0.065 4.5 88 0.7 0 14 f F -Wall- 12 F-Osw 9.5 X 9.1 88,3 0,088 4;5 297 0,7 0 49 S - Wall- 12F -Osw 17 X 9.1 154.4 0.085 4.5 692 01 0 113 F -GIs-Atrium shgc -0.33 O °IBS 20 0.310 21.4 428 382 0 723 LIP - Ceti- 16B -38 197.3 X 1 197x3 0,026 1.8 354 1.2 0 236 Subtotals for Structure. 2,450 0 1,234 Infil.. Win.: 15.8, Sum,: 15.8 394 2.481 978 0.576 -342 227 AFC Excursion; 180 L.?qO Iatlper, 230 sender: __ 1 _._..� __�.�.... _ _.� 200 230 I Room Totals. 3,8 _142 1 Y,\ ... \Fireside Plan 5061,rhv Tuesday, January 28, 2014, 9.58 AM 6.7 ft. System lumber: 5.2 ft. None lumber: 24.0 sq.ft. Supply Air: 2 CFM 8.1 ft. Supply :Air Changes: 0.4 AC/hr 313.0 cu.ft. Req. Vent. Clq: 6 CFM 1 Actual Winter Vent.: 0 CFM 2 CFM Percent of Supply.: 0 % 4 In. Actual Summer Vent.: 0 CFM 22 ft. /min. Percent of Supply: 3 % 2 tt.Imin. Actual Winter Infil.: 6 CFM 0.001 In. cg. /I00 Actual Summer Infil.: 6 CF ft Subtotals for Structure: Infil.: Win.: 0.0, Sum.. 0.0 0 6 AED Excursion: Room Totals: M 62 6 2 0 41 0 0 4 0 45 Y:\ ... \Fireside Plan 5661.rbv Tuesday, January 28, 2014, 9:58 AN Calculation Mode. 1.1tg. & c1g. v Occurrences. 1 72.6 8.065 4.5 326 0.7 Room Length: 44.0 ft. System Number. 1 _. W_ 53 Room Width. 1.0 ft, Zone Number: 1 142 2.482 252 0.571 Area. 44.0 sq.ft. Supply Air. 16 CPM Ceiling height. 9.1 ft. supply Air Changes.. 2.4 AC/hr Volume. 400.0 cu.ft. - Req. Vent. Clg. 6 C M Number of Registers: 1- Actual Winter Vent.: 9 CP Percent of Supply.: 8 % Actual Summer Vent.: 0 CPM Percent of Supply: tT % Actual Winter lnfil.: 4 C M Actual Summer lnfil.: 4 CFM VV - VVdIi"►, r °IbW 0.4A U.1 40.0 V.vu;j ;; It.at IQv V.I v r-I - Wall- 12R6sw 8 X 91 72.6 8.065 4.5 326 0.7 01 53 UP _Ceil-I 6B-38 44 X_ .._,. _ ' g 26 1 79 1 _ _..r.__� .__ ,,.a_.._.,. .. 0 .. _. W_ 53 :subtotals for Structure: 0 127 lnfil.: Win.: 4.1, urn.: 4.1 142 2.482 252 0.571 -88 58 AED Excursion: _w,.. 20 w Room Totals: 787 - 88 205 Y:0 . -Tireside Plan 5061.rhv Tuesday, January 28, 201 4, 9:58 AM Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 2 8, 20 14, 9:58 AM x tg. & c1g. 302 occurrences: 1 S - 'Vall- 12F -Osw 5.7 X 9.1 67.1 ft. System plumber: 1 6 1 . _ � 1.0 ft. Zone Number: 1 67.0 sq.ft. Supply Air: 1 4 CFM 9.1 _ ft. Supply Air Changes: 1.4 AC/hr 609.0 cu.ft. Req. Vent. Clg: 0 CFM 1 Actual Winter Vent:: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 3 CFM Actual Summer Infil.: 3 CFM I E - all- 12F -OSW 3.3 X 9.1 302 0.065 4.5 136 S - 'Vall- 12F -Osw 5.7 X 9.1 51.5 Od065 4.5 231 UCH wCerl 16 3 671 X 1 6 1 . _ � 0 926 1.8 �._ � � 120 Subtotals for Structure:» 207 467 lnfsl.. Win.: 3.3, Sum.. 3 .3 82 2.464 203 AFD Excursion: Room Totals Y:\ ... \Fireside Plan 5061.rhy Tuesday, January 28, 2014, 9 :56 AM 0.7 0 38 1 , 2 .,,.»,n.»,.m.».,....w.. 80 0 140 0.575 -71 47 -71 207 Y:\ ... \Fireside Plan 5061.rhy Tuesday, January 28, 2014, 9 :56 AM Room Length: 429. ft. System Number: 45 - ------- 654 Room Width: 1.4 ft. ; Lane Number. 74.5 4..455 Area: 434.4 sq.ft. Supply Air: 243 CFM Ceiling Height: 12,4 ft. Supply Air Changes: 2.4 AC/hr Volume. 5,154.4 cuft Req. Vent. Clg: 4 CFM Number of Registers: 3 31 Actual Winter Vent,: 4 CFM 4.5 81 4.7 Percent of Supply.. 4 % 181.6 4.465 4.5 Actual Sumner Vent..: 4 CFM 133 W -GIs-Atrium shgc -4.33 4 % 24.5 Percent of Supply. 4 % 36.2 4 886 Actual Winter Infil.: 23 CFM 21.4 524 362 Actual Summer Infil.: 23 C Y.\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 A W - \fall- 12 -4sw 18.50 12 1 45 4:455 45 - ------- 654 4.7 0 147 N - Mall- 12F -4w 23.5 X 3 74.5 4..455 45 315 41 4 52 E - Wall- 12F -4sw 17 X 3 51 4.465 4.5 224 4.7 0 37 S -W ll- 12F -4sw 3.5 X 12 42 0.065 4.5 186 4.7 4 31 F -W ll -12 -4sw 1.5 X 12 18 4.465 4.5 81 4.7 4 13 S -Wall- I 2F-Osw 24 X 9.1 181.6 4.465 4.5 814 4.7 4 133 W -GIs-Atrium shgc -4.33 4 % 24.5 4.314 21.4 524 36.2 4 886 W -GIs-Atrium shg -4.33 4 %S 24.5 4.314 21.4 524 362 4 886 W -GIs-Atrium shgc -4.33 4 %S 28 4.314 21.4 594 36.2 4 1,413 P -Cell- -3 42_9.5 X 1 _.�._P- 429.5 ....�..� 0.026 1.8 771_ _ 1.2 4 514 _ Subtotals for Strcture_�.._.w__ -_� 4,696 4 3p67 lnfil.. Win.. 23.4, Sum.. 23.4 585 2.482 1,452 4,576 -568 337 AF13 Excursion 454 People 244 latlper, 234 sen /per _....__._ _._. 244 _ a_ 234 ... Room Totals. 6,148 -348 4,689 Y.\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 A Calculation lode: Fltg. & c1 g. 0.06 Occurrences: 1 Ud Rooms Length:: 10.6 ft, System Number; 1 0.065 Room Width: 112 ft. Zone Number: 1 Area: 121.0 sq.ft. ; Supply Air: 46 CPI I Ceiling Height .1 ft. Supply Air Changes: 2.5 AC/hr Volume. 1,099,0 cu,ft. Re. Vent. tl. 0 CPM Number of Registers: 1 Actual tinter 'Vent.: 0 CM 0 365 Percent of Supply.: 0 % 2480 747 0.574 Actual Summer Vent.: 0 C M AED Excursion: Percent of Supply. 0 % 57 Actual tinter Infil.. 12 CPM 2,315 Actual Summer Infil„ 12 C M - Wall -1 F -Osw 11.2 X 9.1 , 101.4 0.06 4 Ud U 14 - tall -1 P -Os r 10,6 X 9.1 98.3 0.065 4.5 441 0.7 0 72 S - tall- 12F -Osw 11.2 X 9.1 101.4 0.065 4 a 455 0.7 0 74 UP-Cdil -1 613-313 121 X 1 121 0.026 1.8 217 1.2 0 145 Subtotals for Structure: 1,568 0 365 Infil.: in:: 12.0, Sum.: 12.0 301 2480 747 0.574 -261 173 AED Excursion: 57 Room Totals. i 2,315 -261 595 Y,\,,,\ Fireside Flan 5061.rhv Tuesday, January 28, 2014, 9.56 AID Calculation Moth: Htg. & clg. 0.065 occurrences: 54 ud Room Length: 235.1 ft. System Number: 1 4:5 Room Width: 1.0 ft. ,Zone Number: 1 16 Area: 235,0 sq =ft. Supply Air: 44 CFM Ceiling }eight: 9.1 ft. Supply Air Changes: 1.2 AC/hr Volume: 2,135.0 cu ft. Req. Vent. Cl g: 0 CFM Dumber of Registers: 1 0 Actual Winter Vera.: 0 'CFM 2.482 537 Percent of Supply.: 0 % AD Excursion: Actual Summer Vent.: 0 CFM 90 Room Totals: Percent of Supply: 0 % 2,200 -188 Actual Winter Infil,: 9 CFM N - Wall 12F -Osw 1.3 X 9.1 12.1 0.065 4.5 54 ud u �1 S -Wall-12F-Osw 14.7 X 9.1 117.2 0.065 4:5 526 0.7 0 86' S -(GIs- Atrium hgc -0.33 O CAS 16 0.010 21.4 342 18.1 0 290 UPC il161 8 235.x, X. ._._ 235 m _ w 0.026 , � 1.8 _._ 422 _n._.. . 0 __. 281 Subtotals for Structure: 1,663 0 718 Infil.: Win.: 8.7, Sum.: 8.7 216 2.482 537 0.578 -188 125 AD Excursion: 90 Room Totals: 2,200 -188 933 Y:\...\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM 1119 * C 19. IMb uc urr nc s: 1 491 311.3 ft. System Number: 1 64.5 1.0 'ft. Zane lumbar: 1 0 311.0 sq.ft. Supply Air: 161 CF1 9.4 ft. Supply Air Changes: ' 3.3 AC/hr 2,932.0 cu.ft. Req. Vent. ;lg: 0 CF1 l 3 542 Actual Winter Vent.: 0 CF1111 21.4 321 Percent of Supply.: 0 % W -Cats- Atrium shgc -0.33 O %S 30 Actual Summer Vent.: 0 C to 36.2 0 Percent of Supply: 0 % U10 21.4 Actual Winter lnfil.: 15 CFM 142 C UP -Call 161 33'311.3 X 1 Actual Summer lnfl.: 15 CFI VV - vvaji -1 t- -usw its./ x 9.1; IMb 0.065 4.5 491 0.7 ' 0 80 N - Wall -1 F -gs r 8.5 X 9A 64.5 O.065 4.5 239 OY 0 47 S - Wall- 12F -0sw 15.2 X 9.1 137.7 0.065 4.5 513 0.7 0 101. W -GIs- Atrium shgc -0.33 O %S 15 0.310 21.4 321 35.1 0 542 W -GIs-Atrium s gc -0.33 O%S 15 0.310 21.4 321 35.1 0 542 W -Cats- Atrium shgc -0.33 O %S 30 0.310 21.4 543 36.2 0 1,085 N tale Atrium shgc 0 33 100 %S 12.5 U10 21.4 267 11.4 0 142 C UP -Call 161 33'311.3 X 1 311.3 0.026 1.8 556 1 0 372 Subtotals for Structure: 3,507 0 2,911 lnfil.: Wiry.: 15.4, Sum.: 15.4 384 2.463 954 0.575 -334 221 AF10 Excursion: 357 People: 0l t/ r rl l r _ e 0 30 orn 2 _ __..._. 4461 µµ -10 3,7 1 Y:l _ \Firs side Flan 5061.rhv Tuesday, January 28, 2014, '9:58 Al Room Length: 1,010.3 ft. " System Number: 1 Room Width: 1.0 ft. Zone Number: 1 3.7 Area: 1,010.0 sq.ft. Supply Air. 133 CF Ceiling Height: 10.2 ft. Supply Air Changes: 0.8 AC/hr Volume: 10,271.0 cu. #t. Req. pent. Clga 0 CFI Number of Registers: 2 0.2 Actual Winter tent.: 0 CFM Percent of Supply.: 0 % 0.051 17 192 Actual Summer Vent.: 0 CFM 10.2 Percent of Supply: 0 °lam - Wall - Basement RI 1-9 11.8 X Actual Winter Infil.: 6 GRIM 440 0.1 0 Actual Summer Infil.: 6 CFM 10.2 E - Wall - Basement R 11-9 12.2 X 123.3 0.051 3.7 453 0.1 0 7 10.2 - Wall - Basement R11 -9 12.7 X 128.9 0.051 33 472 0.1 0 8 0.2 E - Wall - Basement R11 -9 5.2 X 52.5 0.051 17 192 0.1 0 3 10.2 - Wall - Basement RI 1-9 11.8 X 120.3 0.051 3.7 440 0.1 0 7 10.2 E Wall - Basement R11 -9 2.8 X 23.3 0.051 3.7 105 0.1 0 2 10.2 S - Wall - Basement 81 1-9 2.2 X 22.1 0.051 3.7 81 0.1 0 1 10.2 E - Wall - Basement R11 -9 9.5 X 96.6 0.051 3.7 354 0.1 0 6 10.2 S - R11 -9 25.2 X 256 0.051 3.7 937 0.1 0 1 10.2 W - Wall - Basement R11 -9 3.2 X 32.2 0,051 3.7 118 0.1 0 2 10.2 S - Wall - Basement R11 -9 3.5 X 35.6 0.051 3.7 130 0.1 0 2 10.2 Floor-21A X 10103 101 0.020 1. 1,394 _. 0.0 � ... _ . 0 yw 1 Subtotals for Structure: 6,252 0 79 Infil.: Win.: 6.4, Sum.: 6.4 159 2.480 395 0.578 -138 92 AED Excursion: 18 Room Totals. 6,647 -138 189 Y:\...\Fireside Plan 5061.rhv Tuesday, January 28, 2014, :8 A Calculation Mode: Ht g. & c1 g. 0 occurrences: 1 5 - A ._ . 0.020 _. 1.4 _ _m 82 W _: 0 w _..._. Room tenth: 5.3 ft. System Number: 1 7 Room Width: 9.3 t. ,Zone Number: 1 Area: 59..0 sq,ft, Supply Air: 9 CFM Ceiling Height: 10.2 ft. Supply Air Changes:: 0.9 AC /hr Volume: 500.0 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 N - Wall -15 315 -0w -9 9.3 X 10.2 94'x9 0,047 3.0 340 0.1 0 1 F loor-21A-32 1 _ X 59. . _ _ µ.. _. 5 - A ._ . 0.020 _. 1.4 _ _m 82 W _: 0 w _..._. _ �� 0 _ Subtotals for Structure: 422 0 7 'Infil.: Win.: 0.5, urn.: 0.5 11 2.459 28 0..515 -10 7 AED Excursion; 1 Roam Totals. 450 -10 15 Y:i ... \Fireside plan 5061 -rhv Tuesday, January 2, 2014, 9:53 AM Room Length: 240.5 ft. System Number: " 404 0.1 Room Width: 1.0 ft. Zone Number: Area: 240.0 sq.ft. Supply Air: 45 CFM Ceiling height: 10.2 ft. '' Supply Air Changes: 1.1 AC/hr Volume: 2,445.0 cu;ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 - Wall - 15515 -Ow -9 8.5 X 10.2 Actual Winter Vent.: 0 CFM 310 0.1 Percent of Supply.: 0 % 0.310 21.4 :342 ,Actual Summer Vent.: 0 CFM Floor 1 X_ ...__�.�.__..� 240.5 0.020 Percent of Supply: 0 % O �. .�.. 0 Subtotals for Siruture.���..�_�,.__ Actual Winter lnfil.: 2 CFM .:2,067 Actual Summer lnfil.: 2 CF j W - Wall- 15B15 -Ow -8 12.8 X 114.5 0.047 " 404 0.1 0 7 10..2 N -Wall-151315-0w-9 17.7 X 10.2 170.7 0.047 16 644 0.1 0 13 W - Wall - 15515 -Ow -9 1.5 X 10.2 15.6 0.047 3.6 55 OA 0 1 - Wall - 15515 -Ow -9 8.5 X 10.2 36.4 0.047 16 310 0.1 W -GIs-Atrium hgc -0.33 O %S 16 0.310 21.4 :342 36.2 0 579 Floor 1 X_ ...__�.�.__..� 240.5 0.020 1.4 .��_._�� 332,---, O �. .�.. 0 Subtotals for Siruture.���..�_�,.__ .:2,067 606 lnfil.. Win.: 2.4, Sum.. 2.4 61 2.435 152 0.572 -53 35 AF 3 Excursion. ....,_...,.._..„a tee...._,......,.. «..,.>.., .,„„,.„, „...w.. ..a........,._.. _,...., _..,..........mw. ....,...»..,..,.........w�:,.»� ...,.. �...._.,.,,..». .,...,.........,_,...- �- . -,.__. .....w..�w. «....»,.....�...... ,..,...e.,_. 68 �.�,vww ..e .............._ Room Totals: 2,239 -3 709 C ) Y :l .,..Fireside Flan 5061.rhv Tuesday, January 2, 2014, 9:56 AM Ill 1 �, 11 llflllijj�1 iii All �01 j i, 411 'Af 111 1111 1i i ml 113=7 UWU __ - _2 Ma Calculation Mode: Htg. & c1 g. 0.047 Occurrences: I 0.0 Room Length: 1,197.6 ft. System Number: I Room Width: 1.0 ft. Zone Number: 1 86.4 Area: 1,198.0 sq,ft. Supply Air: 146 CFM Ceiling Height: 10.2 ft. Supply Air Changes: 0.7 AC hr Volume: 12,176.0 cuft Req. Vent. CIg: 0 CFM Number of Registers: 2 0 Actual Winter Vent.: 0 CFM 0.047 U 334 Percent of Supply.: 0 % 'E -Wall-151315-0w-9 9.3 X 102 94.8 0.047 Actual Summer Vent.: 0 CFM 0 7 N -Wall- 151315 -0 r- 12.5 X 1 0:2 Percent of Supply: 0 % 455 O'l 0 Actual Winter Infil.: 6 CFM 0,047 3.6 395 Actual Summer Infil.: 6 CFM W - Well - 151315 -0w -9 18.5 X 172A 0.047 3,4 577 0.0 0 4 10.2 N - Wall - 1 51315 -0w -9 8.5 X 10.2 86.4 0.047 3.6 310 0.1 0 6 W -Wall-15BI5-Ow-917.2 X 174.6 0.047 U 626 0.1 0 12 10.2 1 Wall - 151315 -0w -9 3.3 X 102 34.1 0.047 3.6 122 0.1 0 2 S -Wall - 15815 -0w -9 9. 2 X 10.2 93.3 0.047 U 334 0.1 0 6 'E -Wall-151315-0w-9 9.3 X 102 94.8 0.047 3.6 340 0.1 0 7 N -Wall- 151315 -0 r- 12.5 X 1 0:2 127A 0.047 3.6 455 O'l 0 9 E - Wall - 151315 -0w -9 10.8 X 10.2 110.1 0,047 3.6 395 0.1 0 8 S -Wall - 1513 -0w -9 41 X 10.2 401 0.047 3,5 1,397 0.0 0 20 W - GIs - Atrium shgc-0.33 O%S 16 0.310 21.4 342 36.2 0 579 S -GIs-Atrium shgc-0.33 O%S 16 0.310 21.4 342 13.1 0 290 Floor-21A-32 1 X 1197.6 1197.6 0.020 1.4 1,653 0.0 0 0 Subtotals for Structure: 6,893 0 943 Infil.: Win.: 6.4, Surn.: 6.4 159 2.483 395 0.578 -138 92 AED Excursion: 1 Room Totals: 7,288 -138 1,145 Y:\ ... \Fireside Plan 50 61 rhv Tuesday, January 28 , 2014, 9:58 AM Cooling System Type: Standard Air Conditioner Outdoor Model: CA13NA030 .... (A I3 Indoor Model: CNPV*3817A ** +TIER Tradename: 13 SEER PU ON A Outdoor Manufacturer: CARRIER AIR CONDITIONING ANRI Deference No.: 4541372 Nominal Capacity: 27400 Efficiency:: 13 SEER Heating System Type: Natural Gas Furnace Model: 59SC213080SI 7W -1 Tradename: Carrier Manufacturer: CARRIER CORPORATION Description: Natural Gas or Propane Furnace Capacity:. 750103 Efficiency: 92.1 AFT I Y:\ .._!Fireside Plan 50 61.rhv Tuesday, January 28, 2014, 9:58 AM 1UfMqrj_T"TWR& Atrium: Glazing-3103, u-value 0,31, SHGC 0.33 387.5 8,289 0 11,007 11,007 R2, Door: Door-Rear Entry R2.8 Door 17.8 439 0 140 140 R6:2 Door. Door -U =. 24 267 0 85 85 15B15-Ow-9: Wall- 1669.8 5,905 0 101 101 15B15 -Ow -8. Wall-Basement, , framing with R-15 sill to 114.5 404 0 7 7 floor in 2 x 4 cavity, core, no board insulation, plus interior finish, wood studs, 8' floor depth Basement R1 -9. Wall-Basement, Custom, Bsmt Wall 1327.3 4,858 0 79 79 R1 Draped Continuous 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, 2815.2 12,626 0 2,065 2,065 no board insulation, siding finish, wood studs 168 -38: Roof/Ceiling-Under Attic with Insulation on Attic 2501 4,487 0 2,991 2,991 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-38 insulation 21 A-32: Floor-Basement, Concrete slab, any thickness, 2 2507.5 3,461 0 0 0 or more feet below grade, no insulation below floor, any _floor _q y� s hort e s t s _q estside of floor lab is 32' wide Subtotals for structure: 40,736 0 16,475 16,475 People: 5 1,000 1,150 2,150 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 143, Summer CFM: 143 8,903 -3,114 2,066 -1,048 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Humidification (Winter) 5.87 gal/day: 2,151 0 0 0 AED Excursion: 2 System I Whole House System Load Totals: 51,790 -2,114 23,111 20,997 Supply CFM: 1,000 CFM Per Square ft.: Square ft. of Room Area: 5,007 Square ft. Per Ton: Volume (ft) of Cond. Space: 49,567 Total Sensible Ga in: Total Latent Gain* Total Cooling Required Including Ventilation Air: 23,111 Btuh 100 % -2,114 Btuh 0 % 23,111 Btuh 1.93 Tons (Based On Sensible + Latent) RM Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary, data at your design conditions. Y:\ ... \Fireside Plan 5061 rhv Tuesday, January 28, 2014, 9:58 AM Atrium: Glazing-.31/.33, u-value 0.31, SHGC 0.33 387.5 8,289 0 11,007 11,007 R2.8 Door: Door-Rear Entry R2.8 Door 17.8 439 0 140 140 R6.2 Door: Door-U=.161 24 267 0 85 85 151315-0w-9: Wall- 1669.8 5,905 0 101 101 151315-0w-8: Wall-Basement,, framing with R-15 sill to 114.5 404 0 7 7 floor in 2 x 4 cavity, core, no board insulation, plus interior finish, wood studs, 8' floor depth Basement R11 -9: Wall-Basement, Custom, Bsmt Wall 1327.3 4,858 0 79 79 R11 Draped Continuous 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, 2815.2 12,626 0 2,065 2,065 no board insulation, siding finish, wood studs 16B-38: Roof/Ceiling-Under Attic with Insulation on Attic 2501 4,487 0 2,991 2,991 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-38 insulation 21 A-32: Floor-Basement, Concrete slab, any thickness, 2 2507.5 3,461 0 0 0 or more feet below grade, no insulation below floor, anyf!qor cqyer,_,§bqqq§t _side of floor slab is 32' wide Subtotals for structure: 40,736 0 16,475 16,475 People: 5 1,000 1,150 2,150 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 143, Summer CFM: 143 8,903 -3,114 2,066 -1,048 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Humidification (Winter) 5.87 gal/day: 2,151 0 0 0 AED Excursion: 0 0 2,220 2,220 Total Building Load Totals: 51,790 -2,114 23,111 20,997 L T NIMUMM 5,007 Square ft. Per Ton: 49,567 Total Sensible Gain: Total Latent Gain: 51,790 Btuh 51.79U MbH 23,111 Btuh 100 % -2,114 Btuh 0 % 23,111 Btuh 1.93 Tons (Based On Sensible + Latent) mo Rhvac is an ACCA approved Manual J and M anual 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. N Y:\..,\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Y;\ ... \Fireside Flan 5061.rhv Tuesday, January 28, 2014, 9.88 AM g+"vd4t�gg��ry allpC9 1 � , ."+�n5 t 'i'r, 1 y k3 y � �h✓d v. +.. �......, RrRSR MfX Y &M V0./ Fw/L{.4L+i WL {.� i✓4Y did ...,..,..,..,�.,.. System duct surface area {No Scenario }. 188.E Taal system duct surface area. 180.2 Y 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. V Y;\ ... \Fireside Flan 5061.rhv Tuesday, January 28, 2014, 9.88 AM --Duct Name: high, Returns From: Great Room, Effective* Length: 0.3 Fittings: -C, 6 -G, 8 -A2, 8 -A , Effective Length: 79.1 Runout 0,0003 Runout 0,0003 12.9 360 0.000 Up: RT -140 75 14 0.016 0.000 Refit 0.3 10 0.0 0.000 Presi e 300 1.3 -0.058 0.000 -- -Duct Name: Low, Returns From. Great Room, Effective Length: 0.3 Runout 0.0003 12.9 360 0.000 Up: 'RT -160 75 14 0.016 0 000 Rect 0.3 10 0.0 0.00 Presi e 350 1.3 -0.058 0.000 -- -Duct Name: Low, Returns From: Rec Rm, Fittings: -C, 6 -G, 8 -A2, 8 -A , Effective Length: 79.1 Runout 0,0003 10 609 13.002 Up. RTA 10 75 7.8 0.051 0.039 Rnd 3.3 10.9 75.8 0.041 Presie 332 8.7 -0.018 0.041, -- -Duct Name: T -18 , Feeds From: ech/ Unf Star, Effective Length: 2.5 Trunk 0.0003 18.6 457 0.000 Up: RT -110 75 25 0.017 0.001 Rect 2.5 12 0.0 0.000 Presi e 952 15.4 -0.058 9.1 0 4 Total runout outlet airflow, 1,284 Main trunk airflow. 1,284 Largest trunk diameter. 18...6 RMT -100 Largest runout diameter. 12.9 Nigh Smallest trunk diameter:. 9.8 RT -120 Smallest runout diameter: 9.8 Nigh Low Runout maximum cumulative static pressure loss. 0.047 Nigh, Low Return loss added to supply: 0.122 Total effective length of return ( ft). 391.2 Nigh, Low Y:1...\Fieside Plan 5061.rhv Tuesday, January 28, 2014, 9.58 A Presize ' 1,284 2.6 -0.060 0.122 -- -Duct Name. R -110, Feeds From: Mach/ Unf Stor, Effective Length. 6.0 , 454 Trunk 0.0003 18.6 616 0,002 Up: RMT -100 75 25 0.029 0.000 Rect 6.0 12 0.0 0.002 Presize 1,234 37 -0.058 0.121 -- -Duct Name: RT-120, Feeds From: Rec Rrn, Effective Length: 20.5 Trunk 0.0003 12.9 360 Trunk 0.0003 9.8 454 0.007 Up: RT -150 75 10 0.035 0.000 Rect 20.5 8 0.0 0.007 Presize 252 61.5 -0.047 0.110 --- Duct Name. High, Low, Returns From. Great Room, Fittings: 6 -13 '6 -F, 8 -133C, Effective Length:: 135.8 Runcut 0.0003 93 454 0.000 Up: RT -120 75 10 0.035 0.047 Rect 0.2 8 135.6 0.047 Presize 252 0.5 0.000 0.047 " -- Duct Name: RT -140, Feeds From: leech! Unf Stor, Effective Length: 1.6 Trunk 0.0003 12.9 360 0.000 Up: RT -170 ; 75 14 0.010 0.000 Rect 1.5 10 0.0 0.000 Presize 350 6 -0.058 0.000 -- -[duct Name. RT -150, Feeds From. Rec Rm, Effective Length. 9.5 Trunk 0.0003 9,8 454 0.003 Up: RT -170 75 10 0.0351 0.000 Rect 9.5 8 0.0 0.003 Presize 252 28.5 4055 ' 0.117 - - -Duct Nerve: RT -160, Feeds From.: Mechl Unf Stor, Effective Length: 1.5 Trunk 0.0003 12.9 360 0.000 Up: RT -180 75 14 0.016 0.000 Rect 1.5 10 0.0 0.000 Presize 350 6 - 0.058 0.000 -- -Duct Name.: RT° -170, Feeds From: mach/ Unf Stor, Effective Length: 1.8 Trunk 0.0003 18.6 289 0.000 Up: RT -180 75 25 0.007 0.000 Rect 1.8 12 0.0 0.000 Presize 602 11.3 -0.058 0.120 Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9.58 AM ~► Number of active trunks: eu SR -210 Number of active runouts: 27 Total runout outlet airflow: 1,204 Nigh, Low Main trunk airflow: 1,001 SR -210 Largest trunk diameter: 16.9 SMT•100 Largest runout diameter: 7 SR -100 Smallest trunk diameter: 12.9 ST -120 Smallest runout diameter. 4 SR -270 Supply fan external static pressure: 0.800 Supply fan device pressure losses: 0379 `l 1 0 421 Supply fan static pressure aver ab e. Runout maximum cumulative static pressure loss: 0.568 SR -210 Return loss added to supply: 0.1`22 Total effective length of return { t.): 3912 Nigh, Low Total effective length of supply { ft.). 194.0 SR -210 Overall total effective length ( ft.): 5852 High, Low to SR -210 Design overall friction rate per 100 ft.: 0.072 (Available SP x 100 / TEL) System duct surface are (No' Scenario): 1150.2 Total system duct surface area: 1150.2 Y.\ ...\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 Aft --Duct Name: SR-320, Supplies: BR 4, Fittings: 4-G, 2-1, Effective Length: 89.8 Runout 0.0003 Runout 0.0003 7 168 0:002 0.001 Up: ST -160 128 5.4 0.008 0.005 0.000 Rnd 19.8 7.7 69.9 0.007 0.001 Presize 45 36.3 0.248 0.552 0.544 ---Duct Name: SR-330, Supplies: Rec Rm, Fittings: 4-G, 2-1, Effective Length: 101.9 Runout 0.0003 7 273 0.006 Up: ST-190 128 5.4 0.018 0.012 Rnd 33.7 7.7 68.3 0.018 Presize 73 611 0.239 0.561 - -_Duct Name: ST-270, Feeds Into: Rec Rm, Effective Length: 4.5 Runout 0.0003 Trunk 0.0003 12.9 Trunk 0.0003 16,9 381 0.001 Rect 2.0 10 Up: ST-190 55 25 0.015 0.000 46,7 Rect 4.5 10 0.0 0.001 Presize 1-- . . . ...... . .. 661 26.2 . .... .......... 0.256 0.544 -- -Duct Name: SR-340, Supplies: Rec Rm, Fittings: 4-G, 2-1, Effective Length: 117.6 Runout 0.0003 7 273 0.007 Up: ST-180 128 5.4 0.018 0.014 Rnd 39.0 7.7 70.6 0.021 Presize 73 71.5 0.234 0.566 --Duct Name: ST-280, Feeds Into: Rec Rm, Effective Length: 1.5 Trunk 0.0003 15,2 428 0.000 Up: ST-180 55 20 0.020 0,000 Rect 1.5 10 0.0 0.000 Presize 595 7.5 0.255 0.545 --- Duct Name: SR-350, Supplies: Tech! Unt Star, Fittings: 4-G, 2-1, Effective Length: 98.4 Runout 0.0003 7 247 0.003 Up: ST-230 128 5.4 0,015 0.011 Rnd 21.7 7.7 76.7 0.015 Presize 66 39.7 0.243 0.557 ---Duct Name: ST-290, Feeds Into: Mech/ Unt Star, Effective Length: 2.0 Runout 0.0003 Trunk 0.0003 12.9 194 0.000 Up: ST-230 55 14 0.006 0.000 Rect 2.0 10 0.0 0.000 Presize 189 8 0,257 0.543 -- -Duct Name: SR-360, Supplies: Mech/ Unf Star, Fittings: 4-G, 2-1, Effective Length: 102.2 Runout 0.0003 7 247 0.004 Up ST-230 128 5,4 0.015 0.011 Rnd 25.5 7.7 76.7 0.015 Presize 66 46,7 0.242 0.558 Y:\.,.\Fireside Plan 5061.r1 v Tuesday, January 28, 2014, 9:58 AM 1 t 1111 Il on 9 1 . r c -- -Duct Name: T -230, l e+ Into. ec�h/ Unt ator, Effective Length: 8 Trunk 0.0003 12.9 286 0.000 Up: ST -240 123 14 0.010 0.000 Rect 1.8 10 0.0 0.000 Presize 278 73 0.257 0.543 -- -Duct Name: -289, Supplies: Bath 3, Fittings: 4-G, 2 -1, Effective Length: 48.3 Runo t 0.0003 4 183 0.002 Up: ST -200 128 3,1 0.018 0.006 Rnd 13.5 4.4 34.8 0.009 Presize 16 14.1 0.249 0.551 -- -Duct Name:. ST -240, Feeds Into: Mech/ Uhf Stor, Effective Length. 2.3 Up: ST -110 55 25 0.017 Trunk 0.0003 12.9 303 0.000 Up: ST -200 128 14 0.011 0.000 Rest 2.3 10 0.0 0,000 Presize 295 9.3 0.258 0.542 -- -Duct Name: SR - 200, Supplies: Mud Roam, Fittings: 4 -H, 2.1, affective Length: 38.6 Presize 9 10,6 Rundut 0.0003 4 195 0.002 Up; ST -120 128 3.1 0,020 0.006 Rnd 8,8 4.4 29.8 0..008 Presize 17 9.3 0.251 0.549 -- -Duct Name. SR -300, Supplies. Laundry, Fittings: 4 -H, 2 -1, Effective Length: 38;0 Run out 0.0003 4 160 0.001 Up: ST -110 128 3.1 0,014 0.004 Rnd 9.5 4.4 26.5 0.005 Presize 14 9,9 0,253 0.547 -- -Duct Name: ST -250, Feeds Into: Ree Rm , Effective Length: 9.8 10 0.0 Trunk 0,0003 16.9 410 0.002 Up: ST -110 55 25 0.017 0.000 Rest 9.8 10 0.0 0.002 Presize 712 57.4 0.257 0.543 -- -Duet Name: SR -310, Supplies. Rath 4, Fittings: 4 - 2 -1, Effe Length. 34.3 Runout 0.0003 4 103 0.001 Up: ST -270 128 3.1 0.007 0.002 Rnd 10.2 44 24.1 0.002 Presize 9 10,6 0.254 0.546 -- Duct Name. ST -260, Feeds Into: Rec Rm Effective Length; 4.3 Trunk 0.0003 16.9 380 0.001 Up: ST -270 55 25 0.015 0.000 Rect 4.3 10 0.0 0.001 Pres 660 253 0,255 0.545 p Y:\ ,,.\Fireside Plan 5061.rhv Tuesday, Jan 28, 2014, 9...58 AM II +r --Duct Mama: SR-220, Supplies: Entry, Fittings: -H, -1, Effective Length: .9 Runout 0,0003 5 242 0.011 Up: ST -210 55 3.0 0.024 0.007 Rnd 2.7 5.5 27.2 0.007 Presize 33 3,5 0.250 0.550 -- -Duct Name: SR -230; Supplies: BR 2, Fittings* 4 -G, 2-1,8-A2, 8 -A2 Effective Length: 74.8 - -- Duct Name: SIB -250, Supplies: BR 3/Opt Study, Fittings: 4-G, 2 -1, 8 -A2, Runout ` 0.0003 6 194 0.003 Up: ST -220 55 4.7 0.013 0.007 Rnd 19.7 6.6 55.1 0.010 Presize 38 30.9 0.247 0.553 -- -Duct Name: ST -210, Feeds Into: l4 ech/ Unt Star, Effective Length: 0.8 0.503 -- -Duct Name: SR -260; Supplies: BR 3 /Apt Study, Fittings: 4 -G, 2 -1 8-A2, Trunk 8.8883 12.9 34 9.809 Up: ST -220 55 14 0.000 0.000 Rect 0,8 10 0.0 0.000 Presize 33 3,3 0.257 0.543 -- -Duct Name: SR -248, Supplies. BR 2, Fittings. 4 -G, -1, 8- 8 -A2, Effective Length; 88.6 Runout 0.0003 6 194 0.004 Up: ST -290 55 4.7 0,013 0.008 Rnd 27.8 6.6 60,7 0V 2 Presize ` 38 43.7 0246 0.554 -- -Duct Name: ST-220, Feeds Into: li"+1ech/ Unf Star, Effective Length: 1.0 Runout 0.0003 Trunk 0.0003 12.9 114 0,000 Up: ST -290 55 14 0.002 0.000 ect 1.0 10 0.0 0.000 Presize ' 111 4 0:257 0.543 - -- Duct Name: SIB -250, Supplies: BR 3/Opt Study, Fittings: 4-G, 2 -1, 8 -A2, 8 -A2, Effective Length: 70.7 Runout 0.0003 6 204 0,002 Up: ST -220 55 4.7 0.014 0,008 Rnd 14.9 6.6 55..8 0.010 Presize 40 23.4 0.247 0.503 -- -Duct Name: SR -260; Supplies: BR 3 /Apt Study, Fittings: 4 -G, 2 -1 8-A2, 8-A2, Effective Length. 85.5 Runout ' 0,0003 6 204 0.063 Up: ST -290 55 4.7 0.014 0.000 Rnd 24.0 6.6 61.5 0,012 Presize ` 40 37.7 0,245 0.555 -- -Duct Name: SR-270, Supplies: Bath 2, Fittings:: -G, 2 -1, Effective Length: 45.7 Runout 0.0003 4 195 0,002 U: ST -240 128 3.1 0.020 0.007 Rnd 103 4.4 :35.4 0.009 Presize 17 10.8 0.248 0,552 Y:1...1Fir side flan 5061.rhv Tuesday, January 28 2014, 9:58 AM ► 101 1 jp 1 1 ... ST Duct Name: -180, Feeds Into: Re c Rm, Effective Length; 1.7 Runout Trunk 0.0003 15.2 446 0�000 Up: ST-260 55 20 0,021 0.000 Rect 1,7 10 0.0 0.000 Presize 620 8.3 . ........ .. 0255 ........ 0.545 -- - Duct Name: SR -1 Supplies: WIC, Fittings: 4-G, 2-1, 8-A2, 8-A2, Effective Length: 112.6 Runout 0.0003 6 234 0.007 Up: ST-250 128 4.7 0,017 0.012 Rnd 42.2 6.6 70.4 0.019 Presize 46 66.2 0.238 0.562 - -- Duct Name: ST-190, Feeds Into: Rec Rm, Effective Length: 1.8 Runout 0.0003 Trunk 0.0003 16.9 395 0.000 Up: ST-250 55 25 0,016 0.000 Rect 1.8 10 0,0 0,000 Presize 686 103 0.257 0.543 --Duct Name: SR-180, Supplies: Kitchen/Nook, Fittings: 4-G, 2-1, 8-A2,8-A2, Effective Length: $0.9 Runout 0.0003 7 247 0.002 Up: ST-130 55 5.4 0.017 0.011 Rnd 13.3 7.7 67.6 0.013 Presize 66 24.4 0.241 0.559 --Duct Name: SR-190, Supplies: Kitchen/Nook, Fittings: 4-G, 2-1,8-A2,8-A2, Effective Length: 97.2 Runout 0.0003 7 247 0.004 0.001 Up: ST-140 55 5.4 0.017 0.012 0.000 Rnd 22.3 7.7 74.9 Oa016 0.001 Presize 66 40.9 0.238 0.562 4 2 --- Duct Name: SR-200, Supplies: Kitchen/Nook, Fittings: 4-G, 2-1, Effective Length: 75.6 Runout 0.0003 7 247 0.003 Up: ST-140 55 5.4 0.017 0.010 Rnd 15.3 7.7 60.3 0.012 Presize 66 28.1 0.242 0.558 -- - Duct Name: SR-210, Supplies: Dining/Opt Study 2, Fittings: 4-G, 2-1, Effective Length. 63.3 Runout 0.0003 5 330 0.006 Up: ST-120 55 3.9 0.042 0.020 Rnd 14.8 5.5 48,5 0,027 Presize 45 19.4 0.232 0.568 -- - Duct Name: ST-200, Feeds Into: Mech/ Unf Stor, Effective Length: 6.8 Trunk 0.0003 12.9 320 0.001 Up: ST-120 128 14 0.012 0.000 Rect 6.8 10 0.0 0.001 Presize 311 27.3 0.258 4 2 Y:\...\Rreside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM n,,rt.qv.qtPm i - simniv -Duct Name: SMT-100, Feeds Into: Mech/ Unf Stor, Fitting: 1-01, Effective Length: 128.5 2-1,8-A2, 8-A2, Effective Length: 82.7 Trunk 0.0003 16.9 577 0.000 Up: Fan 55 25 0,031 0.039 Rect 0.8 10 127.7 0.419 Presize . ........ .... . 1,001 4.9 0.259 0Z41 -- - Duct Name: STA 10, Feeds Into: Rec Rim, Effective Length: 2.0 Trunk Trunk 0.0003 16.9 415 0.000 Up: SNIT - 100 55 25 0.017 0.000 Rect 2.0 10 0.0 0.000 Presize 721 11.7 ------------ 0.259 0.541 --- Duct Name: ST-120, Feeds Into: Mech/ Uni Stor, Effective Length: 2.2 Runout 0.0003 Trunk 0.0003 12.9 373 0.000 Up: SMT-1 00 128 14 0.016 0.000 Rect 2.2 10 0.0 0.000 Presize 363 . .. ......... . 8.7 0.259 .......... . . .. .. 0.541 -------- -- - Duct Name: SR-100, Supplies: Great Room, Fittings: 4-G, 2-1, Effective Length: 53.7 Runout 0.0003 7 254 0.000 Up: T -130 55 5.4 0.017 0.009 Rnd 0.3 7.7 53.3 0.009 Presize 68 0.6 0.245 0.555 --Duct Name: SR-110, Supplies: Great Room, Fittings: 4-G, 2-1,8-A2, 8-A2, Effective Length: 82.7 Runout 0.0003 7 254 0.001 Up: ST-140 55 5.4 0.017 0.013 Rnd 7.3 7.7 75.4 0.014 Presize 68 13.4 0.240 0.560 --- Duct Name: ST-130, Feeds Into: Rec Rm, Effective Length: 1.0 Trunk 0.0003 15.2 97 0.000 Up: ST-140 55 20 0+001 0.000 Rect 1.0 10 0.0 0.000 Presize 134 5 0.254 0.546 --Duct Name: SR -120, Supplies: Great Room, Fittings: 4-G, 2-1, 8-A2, 8-A2, Effective Length: 93.2 Runout 0.0003 7 254 0.002 Up: ST -150 55 5.4 0V7 0,014 Rnd 12.3 7.7 80.9 0.016 Presize 68 22.6 0.238 0.562 -- - Duct Name: ST-140, Feeds Into: Rec Rm, Effective Length: 0.8 Trunk 0.0003 15.2 241 0.000 Up: ST-150 55 20 0,007 0.000 Rect 0.8 10 0.0 0.000 Presize 334 4.2 0.254 0.546 C �) Y:\..,\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Load Preview R or Net ft. Sen La Net Sen y 9 Sys Act duct oaf Tor f ca Area taa n Gain Gain 3 cry ri Size �ue3ding 1.93 2,862 5,007 23,111 -2,114 23,111 51,790 993 1,000 1,000 3ystern 1 1.9 2,862 5,007 23,111 - 2,114 23,111 51,7904 993" 1,000 25x1 Humliciffication 2,151 Zone 1 5,007 23 - 23,111 49,639 993 ,,... 1,000 10x1 1 - Rec Rm 1,198, 1,145 -136 1,145 7,288 50 , 146 7, 2 -BR 4 240 709 53 709 2,239g" 31 45 7 3 -Bath 4 59 15 -10 15 450 , u', 1 9 4 4- tv4echPUn #Star 1,010 189 -138 169 6,647 „`, 8 133 7, 5-Mast Bedroom 311 3,713 -134 3,719 4,461 161 7,7, 6- Master Bath 235 933 -188 933 2,200�'� li.,,� 40, 44 7 7-WIC 121 695 , -261 595 2,315", 26 46 8- treat Room 430 4,689 - 308 4,689 6,143 1231,. ,�3 203 7,7, 9- Laundry 67 207 - 71 207 690 , .. TM. 14 4 10 -Mud 400m 134 366 29 366 833 1 16 17 4 11 -Bath 3 44 205 „ 88 205 , . , 787, ,.5 16 4 12 -t 34 45 0 45 62 2 Not 9VE?B: 13 - BFI 3/Opt Study 197 1,871 -142 1,871 3,438 69 ` ". 81` 6, 14 -Entry 111 767 -45 767 921 181' 33 5 15 8# 2 164 1,753 -99 1,73 3,030 6 76 6, 16 -Bath 2 67 311 -76 311 867 ,;`, 17, 13 17 4 17-Dining/Opt Stu y2 174 1,030 86 1,116 1,737 35` , 45 5 18-Kitchen/Nook 411 4,561 , -420 4,561, 5,526 111„ . , 197 7,7, im of room airflows may he greater than system airfi3ow because stem room airflow option uses the greater of heat3n or ci�o3l Y:\ ... \Fir id Plan 5 61,rhv Tuesday, January 28, 2014, :58 ANA Winter: 1 021 81% 3u` fu 34.1 b Summer: 91 59 15% 50% 75 -39.04 Main Trunk Winter Runouts Infiltration Specified: Yes 0.250 AC/hr Yes 113 CFM Yes Yes 0.316 AC/hr 0.316 AC/hr 0.00300 Above Grade Volume: 0.01000 0.1000 inwg./100 ft. 0A000 in.wg ./100 ft. X 0.0167 650 ft./min 450 ft./min 143 CFM 900 ft./min 750 ft./min 0 in. 0 in. Infiltration & Ventilation Sensible 0 in. 0 in. M Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Winter Stammer Infiltration Specified: 0.250 AC/hr 0.250 AC/hr 113 CFM 113 CFM Infiltration Actual: 0.316 AC/hr 0.316 AC/hr Above Grade Volume: _X _27204 Cuft. X 27,204 Cu.ft. 8,610 Cu.ft./hr 8,610 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 143 CFM 143 CFM Total Building Ventilation: 0 CFM 0 CFM - -- System I --- Infiltration & Ventilation Sensible Gain Multiplier: 14.39 = (1.10 X 0.817 X 16.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: -21.70 = (0.68 X 0.817 X -39.04 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 62.04 = (1.10 X 0.817 X 69.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr (113 CFM) Summer Infiltration Specified. 0.250 AC /hr (113CFM} M Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Kererence city: wneatnage, worn o BtUh Building Ori Front door faces East Total Sensible Cain: Daily Temperature Range: Digit 10 "r • - s� • ". •^ "� w 1w e Elevation: 5476 ft °l Altitude factor: 0.81 Btuh Outdoor Outdoor Outdoor Indoor Indoor • i * .• . MA Wet Rel.Hum Rel.Hurn Dry BUIb CDifferenc Sensible + Latent) _ Bulb e Winter: 1 0.21 81% 30% 70 34.16 Summer: 91 59 15% 50% 75 Kererence city: wneatnage, worn o BtUh Building Ori Front door faces East Total Sensible Cain: Daily Temperature Range: Digit 10 Latitude: 39 Degrees - 2,114 Elevation: 5476 ft °l Altitude factor: 0.81 Btuh Outdoor Outdoor Outdoor Indoor Indoor trains DU Bulb Wet Rel.Hum Rel.Hurn Dry BUIb CDifferenc Sensible + Latent) _ Bulb e Winter: 1 0.21 81% 30% 70 34.16 Summer: 91 59 15% 50% 75 -39 " T otal Building Supply GFM 1,00 GFM Per Square ft.: 0200 Square ft. of Room Area: 5,007 Square ft. Per Ton: 2,862 Volume {ft} of Cond. apace: 49,567 I otal Heating Required Including Ventilation Air: 51,790 BtUh 51 .790 MO H Total Sensible Cain: 23,111 Btu 10 % Total Latent Gain: - 2,114 Stub 9 °l Total tooling Required Including Ventilation Air: 23,111 Btuh 1.93 Tons (Rased can Sensible + Latent) Y :\ :..1Eireside flan 5061 . rhv Tuesday, January 28, 2014, 9 :58 AM Sensible Neat Cain = 23111 BTUs AC Delivers 25390 BTUs 23111/25390 = .910 or 9% over Item . . .m. Valu e... Mg Standard Air Conditioner t ti i '1 # t t }\ t tl 1} # t w t tv 1 t C(Y 2 R sit �tttnulltttt ��1��, `t atitt<fikt t�tlt�?14.. R1 V 1 W� tU34u11t -� Q PERFORMANCE r a r � �E�irl�����il{r����k�+� : � ����� .1 r •"� + � 1 r� �i � � e "" /1 i"� ;I}1^ Iii t'1"'1 e 1 e ♦ ":API YF 1tiF/ ,7 t'stl w�'1Yi w. 11'# 1�%'f 1'!$ FM"t nziwu Y' tYY*F R ! ( R ETU R N U TM FILTE ! •. s ' s . r �, Air Conditioner = Carrier Model CA13NA030 * * * (A,O) (2.5 Ton) Evaporator Coll = Carrier Model CNPtt *36 7 ** +TIER (3 Toni Duct Summary Report units: Pressure: ln,wg, Duct lengths; feet, Duct sizes: inch, Alr ow: C FM, velocity. ft.ftnin, "Temperature: P Notes: Static pressure a the exit. The cumulative return runout upstream values for the supply mel include the total static on at Number of active trunks: 20 Number of active rung : 27 Total runout ou tlet airflow: 1,284 Main trunk airflow; 1,001 Largest trunk diameter: 16.9 7-100 Largest runout diameter: 7 R -100 Smallest trunk diameter: 12=9 ST-120 Smallest runout diameter: 4 ` R -270 Furnace Neat Rise -- Used 58 Degrees on Program I I Great Room X,66 CFMR":lOx4 SR wopt sumf�! W — $W22D,5',33CFM,Req1Ox4 j \ \ OR2 '106" Transfer Grille iNUMOM Elm= Install Balancing Dampers on All Supplies Ezz� CFM,ReqAOx4 Low energy consumption criteria, Building design equlptment locations, and local building code requirements may hinder customer comfort preforences. Conflnous blower operation may be rewired to equalize temperature differences. NOT - If unfinished .. basement- move the low install Balancing Dampers on All Supplies PAGE SIZE: 11X17' SCALE: 1/8"= 1'0" Drawn :' Approved: North Date: Job Nurnber: 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