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4110 Upham Street
1* � � i City of Wheat Ridge �� Residential Sewer Repair PERMIT - 202100233 PERMIT NO: 202100233 ISSUED: 02/05/2021 JOB ADDRESS: 4110 Upham St EXPIRES: 02/05/2022 JOB DESCRIPTION: Repair sewer line - 10 ft long; repair water line - 45 ft long *** CONTACTS *** OWNER (720) 391-7400 POWELL WILLIAM H JR SUB (303)215-1348 BRIAN WILKIE 060162 APEX PLUMBING INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 81250.00 FEES Total Valuation 0.00 Use Tax 173.25 Permit Fee 188.45 ** TOTAL ** 361.70 *** COMMENTS *** *** CONDITIONS *** ALL sewer repair/replacements for which a permit is issued MUST be inspected by and receive written approval from the City of Wheat Ridge BUILDING DIVISION, regardless of inspection by any Sanitation District representative. Inspection and approval of work by any Sanitation District representative DOES NOT grant authority to cover work without the approval of the Building Division. **For trenchless sewer replacements - The contractor will verify proper slope of new sewer piping in conformance with the IRC and IPC of 1/4 inch per foot unless otherwise allowed specifically by the applicable code. The plumbing contractor will provide verification of proper slope and drainage in writing as a condition of approval of the permitted work.** 1* � � i City of Wheat Ridge �� Residential Sewer Repair PERMIT - 202100233 PERMIT NO: 202100233 ISSUED: 02/05/2021 JOB ADDRESS: 4110 Upham St EXPIRES: 02/05/2022 JOB DESCRIPTION: Repair sewer line - 10 ft long; repair water line - 45 ft long I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include al entities entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the 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 and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired 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, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 02/05/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Sewer or Water Line Repair Permit Application Date: Friday, February 5, 20219:59:02 AM Sewer or Water Line Repair Permit Application This application is exclusively for SEWER OR WATER LINE REPAIR - IN YARD Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Right of Way permits must be applied for with the Public Works Department. Is this application for Yes sewer line or water line repair - in yard only? PROPERTY INFORMATION Is this Residential or Residential Commercial? Property Address 4110 Upham St Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Bill Powell 15#181W-0sdc[sit, Property Owner Email xlothaircav@yahoo.com Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTRACTOR INFORMATION Contractor Business Apex Plumbing Inc. Name Contractor's License 060162 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-215-1348 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email permitting@apexplumbing.com Address Retype Contractor permitting@apexplumbing.com Email Address DESCRIPTION OF WORK Is this a sewer line or Sewer Line, Water Line water line repair? Length of repair 10' of sewer line and 45' of 3/4" water line Location of repair Backyard (backyard, frontyard, etc) Provide additional n/a details including installation of clean- o uts. Project Value (contract 6270 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 work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Charlotte Graham Permit Email not displaying correctly? View it in your browser. L CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: �-3�.- ❑ No one available for inspection: Time AM/P Re -Inspection required: YesNo When corrections have been made, schedule for re -inspection online at: h ttp://www. ci. wheatridge. co. us4nspection Date:�Inspector:--- DO NOT REMOVE THIS NOTICE City of Wheat Ridge E -Res. Sewer/Waterline Repair PERMIT - 202000352 PERMIT NO: 202000352 ISSUED: 02/18/2020 JOB ADDRESS: 4110 Upham St EXPIRES: 02/17/2021 JOB DESCRIPTION: Sewer 'line/water line repair, 15 feet of pipe for sewer and 50 feet of 3/4 pipe for water line in backyard. Clean outs to grade with landscape covers. *** CONTACTS *** OWNER (720)391-7400 POWELL WILLIAM H JR SUB (303)215-1348 BRIAN WILKIE 060162 APEX PLUMBING INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,500.00 FEES Total Valuation 0.00 Use Tax 73.50 Permit Fee 109.20 ** TOTAL ** 182.70 *** COMMENTS *** *** CONDITIONS *** ALL sewer repair/replacements for which a permit is issued MUST be inspected by and receive written approval from the City of Wheat Ridge BUILDING DIVISION, regardless of inspection by any Sanitation District representative. Inspection and approval of work by any Sanitation District representative DOES NOT grant authority to cover work without the approval of the Building Division. **For trenchless sewer replacements - The contractor will verify proper slope of new sewer piping in conformance with the IRC and IPC of 1/4 inch per foot unless otherwise allowed specifically by the applicable code. The plumbing contractor will provide verification of proper slope and drainage in writing as a condition of approval of the permitted work.** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. rtCity of Wheat Ridge E -Res. Sewer/Waterline Repair PERMIT - 202000352 PERMIT N0: 202000352 ISSUED: 02/18/2020 JOB ADDRESS: 4110 Upham St EXPIRES: 02/17/2021 JOB DESCRIPTION: Sewer line/water line repair, 15 feet of pipe for sewer and 50 feet of 3/4 pipe for water line in backyard. Clean outs to grade with landscape covers. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I an the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its° accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit tee. 3 If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Budding Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5_ The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or gr nting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any p able code or y ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dina Kemp � a6) 00 From: no-reply@ci.wheatridge.co.us Sent: Tuesday, February 18, 2020 9:56 AM To: CommDev Permits Subject: Online Form Submittal: Residential Sewer or Water Line Repair Permit Application Residential Sewer or Water Line Repair Permit Application This application is exclusively for RESIDENTIAL SEWER OR WATER LINE REPAIR - IN YARD ONLY - NO RIGHT OF WAY WORK. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes residential sewer line or water line repair - in yard only? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address Attach Credit Card Authorization Form - **DO NOT ATTACH RANDOM DOCUMENTS" * 4110 Upham st Bill Powell 720-391-7400 Field not completed. 4�/fz - %(-) Credit Card Authorization. pd CONTRACTOR INFORMATION Contractor Business Apex Plumbing Inc Name 1 Contractor's License 060162 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-215-1348 Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address kim@apexplumbing.com Retype Contractor Email kim@apexplumbing.com Address DESCRIPTION OF WORK Is this a sewer line or Sewer Line, Water Line water line repair? Length of repair 15' of pipe for sewer and 50' of 3/4" pipe for water line Location of repair Backyard (backyard, frontyard, etc) Provide additional details 4" double wye cleanouts to grade, with landscape covers including installation of clean -outs. Project Value (contract 3500.00 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work may not begin on this property until a permit has been issued and posted on the property. Yes Yes 2 I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Kim Earnheart Permit Email not displaying correctly? View it in your browser. INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection befo a MIDNIGHT (11:59 PM) to receive an inspection the following business day PERMIT:_qo rl ADDRESS: JOB CODE: Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 **'`For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* . 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. Michael P. Sheridan, P.E. 9927 Hurty Avenue Conifer, Colorado 80433 (303) 838-4707 mikesheridanpeCa7live.com July 24, 2017 Subject: Mid -roof inspection for re -roof of residence at 4110 Upham St. Wheat Ridge, Colorado This letter will confirm that a representative from my office conducted the subject mid -roof inspection. The following were observed: 1. 2 x 4" Drip edge on the entire house 2. 2 rows ice and water on front of house 3. S tack underlayment 4. Architectural shingles 5. Correct nail pattern per code (6 nails/sheet) This roofing inspection project was determined to meet code requirements. Photographs of the inspection are available in my office. Please contact me for any questions or concerns. Michael P. Sheridan, P.E. Michael P. Sheridan, P.E. 9927 Hurty Avenue Conifer, Colorado 80433 (303) 838-4707 mikesheridanpe(a7live.com October 18, 2017 Subject: Final roof inspection for re -roof of residence at 4110 Upham St., Wheat Ridge, Colorado This letter will confirm that a representative from my office conducted the subject final inspection on October 18, 2017. This roofing inspection project was determined to meet code requirements. Photographs of the inspection are available in my office. Please contact me for any questions or concerns. Michael P. Sheridan, P.E. City of Wheat Ridge Residential Roofing PERMIT - 201.703274 PERMIT NO: 201703274 ISSUED: 07/05/2017 JOB ADDRESS: 4110 Upham ST EXPIRES: 07/05/2018 JOB DESCRIPTION: Residential Re -roof to install GAF ArmourShield II asphalt shingles with 26.5 SQ *** CONTACTS *** OWNER (720)391-7400 POWELL WILLIAM H JR SUB (720)949-0051 Scott Mansfield 170326 Paragon Partners *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,810.50 FEES Total Valuation 0.00 Use Tax 143.02 Permit Fee 156.75 Misc. Fee 25.00 ** TOTAL ** 324.77 *** 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 one half 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 installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201703274 PERMIT N0: 201703274 ISSUED: 07/05/2017 JOB ADDRESS: 4110 Upham ST EXPIRES: 07/05/2018 JOB DESCRIPTION: Residential Re -roof to install GAF ArmourShield II asphalt shingles with 26.5 SQ I, by misignature, do hereby attestthat thework obe performed shall comply with all accompanying approvedplans and specifications. applicae building codesand all applicable municipalcodes, policsand procedures, and that [ am the legal owner orave been authorized bythelgal owner of the property and am authorized to obtain this permit and perform the work described and approvd in conjunction with this e lt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that work to be performed is disclosed in this document and/or its' accompanying approved plans aid pecifications. 101 Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writine 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 B ilding 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 Off tial and is not guaranteed. 4, No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance��.�pprr gr ming of a permit shall not ba construed to be a permit for, or an approval of, any violation of any provision of anv applicable cdde r ny ordinances re ul "on f 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. City of Wheat Ridge Residential Roofing PERMIT - 201703274 PERMIT NO: 201703274 ISSUED: 07/05/2017 JOB ADDRESS: 4110 Upham ST EXPIRES: 07/05/2018 JOB DESCRIPTION: Residential Re -roof to install GAF ArmourShield II asphalt shingles with 26.5 SQ *** CONTACTS *** OWNER (720)391-7400 POWELL WILLIAM H JR SUB (720)949-0051 Scott Mansfield 170326 Paragon Partners *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,810.50 FEES Total Valuation 0.00 1 Use Tax 143.02 Wvk Permit Fee 156.75 ** TOTAL ** 299.77--- *** 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 one half 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 installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201703274 PERMIT NO: 201703274 ISSUED: 07/05/2017 JOB ADDRESS: 4110 Upham ST EXPIRES: 07/05/2018 JOB DESCRIPTION: Residential Re -roof to install GAF ArmourShield II asphalt shingles with 26.5 SQ I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this Pei, mil. I further attest that I amle filly authorized to include all entities named within this document as parties to the work to be per on led an that all work to be P; rmed is isclosed in this document and/or its' accompanying approved plans and specifications. 7% Signature of OWNER or CONTRACTOR (Circle one) Date I . Tris permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance witfi those documents, and all applicable statutes, ordinances, regulations, po plans and procedures. 2. This penmit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Budding Official and may be subject to a fee equal to one-half of the original permit fee. 1. 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 Budding Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all re uired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The i nce 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 ap ca ceeo��de��or��any ordinance or regulation of this jurisdiction. Approval of work is subject to Field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 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. Kimberly Cook A1(// 70'? 2 / From: no-reply@c i.wheatridge.co.us Sent: Thursday, June 22, 2017 2:51 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 5 business days, subject to change based on volume. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number 4110 Upham Street Bill Powell 720-391-7400 Property Owner Email Field not completed. Address 4 L17) Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Paragon Partners LLC Contractor's License 170326 Number (for the City of Wheat Ridge) Contractor Phone 7209490051 Number Contractor Email Address info@paragonpartnersco.com Retype Contractor Email info@paragonpartnersco.com Address DESCRIPTION OF WORK Are you re-decking the No roof? Description of Roofing GAF ArmourSheild II Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 26.5 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 26.5 l / roofing material for this project N Provide additional detail Re-roof asphalt shingles here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract _ga3g-66-- 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 David Mraz Email not displaying correctly? View it in your browser. 3 „- P A R A Cr O w Y H .z i t4 L— t. S Buildiu};Tcsmorruws - Rctiwrine, Like Past 14201E 4th Ave., Bldg. 4-275 Aurora, CO 80011 ParagonPartnersCO.com (720)949-0051 350 E 7th St., Suite 11 Loveland, CO 80537 ParagonPartnersCO.com (970) 776 - 9525 Property Owner: Date: T 5 9 I7 FL Roofs For Troops Job Address:/yrs ( It Insurance Carrier: Mailing Address: Claim #: City, State, Zip: g /} , r Project Manager: - PM's Phone #: •— ,� s6'•_ p' Q Main Phone, f Alternate Phone #: Project Manager's Email• !1 .� � 11V'1 1: 0A"tr "C i+ , LG1 L Property Owners Email: y f� f �4 C AI p supervisor. S Supery sor's one : •� ` �� G1 y I Work to be completed as follows: Permit Furnished, Jurisdiction: Jlfe,4✓ , d Closed Valleys F-� Open Valleys LILl F7 Tear off #—I_ Layers of Composition `X Layers of Cedar Remove Satellite d F—] Reinstall Satellite Inspect Decking Install DeckingVA $, per sheet F/7 Install Rubber Pipe Jacks Install Furnace Caps Install Drip Edge, Color l Install Turtle Vents, Color EavesRakes Paint Pipe Jacks &Turtle Vents to Match +—i �( QVG. L Install Ice & Water Shield Step Flash Sidewails, Color r Valleys Eaves ®Step Flash Chimney 7/ Nap (q.kvr. Install 15 #Felt0th. 30 ”) �� Tarp And Cover Property And Yard, As Needed 11 1 4F71 Shingle Manufacturer Clean Up & Remove Trash r-71 Clean Out Gutters Shingle Type Sweep Yard With Magnet Shingle Color �All Work To Be Completed Per Applicable Building Codes Ridge Cap tLZJ Warranty: Five Years labor For Roofs, One Year For All Other Work Manufacturer's Warranty / x(�.,�i5 ) ( Q Paragon Partners LLC $2,000,000 Liability Insurance Special Instructions /Addit al Work: Work to be completed for full replacement cost value of Insurance proceeds plus supplements for estimated amount 1 or 7 Work to be completed as per above specifications In the amount of: $ Paragon Partners LLC shall hold in trust any payment received from you until Paragon Partners LLC has delivered roofing materials to the site or has performed a majority of the project. ** Code Requirements: all work will be done according to applicable building codes. All work completed as required by applicable building codes will be billed to Insurance Carrier. Any costs associated with building code requirements not covered by the Insurance Carrier will be the responsibility of the Property Owner. Approximate dates) for contracted work to be completed: —7//s /I Note: the listed dates of service are approximate and not a guarantee -and may be amended based on weather, material availability, property owner's request for delay, or other unforeseen delays. Paragon Partners LLC liability insurance held by B -W Insurance Agency, LLC. Insurance agent is Kim Steffen. Phone (303) 730-0044. Property Owner is is not intending to make payment from the proceeds of a property and casualty insurance policy. If the Property Owner plans to pay for the roofing services through an insurance claim, the Paragon Partners LLC cannot pay, waive or rebate the homeowner's insurance deductible in part or in whole. If insurance proceeds are to be used to ply for the contracted work, Paragon Partners LLC cannot pay, waive, or rebate all or part of the , insurance deductible applical"O' epi �jurance claim for work to be completed. Contractor is authorized to speak directly with my insurance eh carrier on my balf. Int. Property Owner has the right to rescind this contract pursuant to SB38 Section 6-22-104 of Article 22, Title 6, Colorado Revised Statutes and obtain a full refund of any deposit within 72 hours after entering into the contract. Refund of any deposits or payments following rescission of this contract will be made within 10 days of rescission. if you plan to use the proceeds of a property and casualty insurance policy to pay for the roofing work, you may rescind this contract within 72 hours after you receive written notice from the property and casualty insurer that your claim has been denied in whole or in part. However, Paragon Partners LLC is entitled to retain payments or deposits to compensate Paragon City of ']rRi'�Wh6at�dge COMMUNriy DEVELOPMENT .. . ...... . City of Wheat Ridge Municipal Building 7500 W. 29'h Ave. Wbeat Ridge, CO 80033-8001 P: 3012351855 F: 303-237.8929 August 30'h, 2016 William H. Powell Jr. 4110 Upham St. Wheat Ridge, CO 80033 RE: Previously permitted project plans available for retrieval — Permit 201401733 (New Single Family) William H. Powell Jr., This letter is being sent to you because a project for which a pen -nit was issued by the City of Wheat Ridge Building Division and, plans and/or other documents were required was recently completed and approved. In accordance with the Building Division's document retention policy, the associated plans and/or other documents are scheduled for disposal. We are writing to offer you an opportunity to retrieve those approved plans and./or documents prior to their disposal by the Building Division. The plans and/or documents are available for retrieval for a period of 20 working days (4 weeks) from the date of this letter and must be retrieved in person at the Building Division offices. This letter must be presented at the time of retrieval of the plans and/or documents, Plans and/or documents available for retrieval CANNOT be mailed and plans and/or documents will NOT be available for retrieval after the expiration of the retrieval period, which is 60 days from the date of this letter. You may retrieve plans and/or documents between the hours of 7:30 a.m. and 3:30 p.m., Monday through Friday, at the Building Division offices located at 7500 W, 29"' Avenue in Wheat Ridge. Emm Melissa Mackey Senior Perron Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2873 Fax: 303-237-8929 www,ci,wheatrid-g.co us City of �(�,Wh6atR,d COMMUNiTy DEVElOPMENT www.ci.whearridge.coms City of Wheat Ridge Municipal Building 7500 W 29" Ave. Wheat Ridge, CO 80033-8001 P: 303,235.2855 F: 303.237,8929 writing and received prior to the date of expiration. An extension of no more than 180 days may be granted at discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at Den,nitsLi,�,ci.u-tieatridt),e.c(,),u,s or fax to 303-237-8929. Party requesting permit extension: 11OL11 Permit,I "? Property Address:_������ #A�Z�61 7:;L -7 Phone # -.> Email Address: Reason for extension request: 7 Number of days Printed Nam./Zt/�//, 01 � attire:'Date:4�_e4/ -7 _f/ ; For office use only This request has been: Approved Denied Extended until: 1(3- 14 Date: _-_�-2 - �Izr, www.d.wheatridge.co.us Ah71 co .., ��� 000400w" Electrical: Plumbing: MechanicaL WA. City License # W - R, City Ucense # W.R, City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form @ NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICEa UPGRADE ■ NEW RESIDENTIAL SRUCTUR \:COMMERCIALROOFING � COMMERCIAL AD:■2 ■ RESIDENTIAL ROOFING RSDN©w*»:°I■\ $ WINDOW R\/» ■ COMMERCIAL ACSSORY STRUCTURE (Garage,wed deck, ■ tlS,.«IA • \SORY ST \\>g\ shed,2deck, �^ $ MECHANICAL \: r»-© •NCE ER /�.:lv NT 2 f<: «G SYSTEM/APPLIAN? -:PAI or REPLACMENT m Sq. FULF \ \ ? ^& < §y \ lions *E» <. »-»- <�a_.»<.-...�.\?»therm.. /w\. 1'�l`8't'�'i�?�1�}l�`Y`�i�•^i^''�m�?�c`'�i�rl�'��'��"�t�i�;,��� „ t �'"�i�ti `��t Y�`"�tt�`11. 'l4`il'C:'�"'vtiz�tti; �,,,"+�,}�"i"AY�..; `� `�Y�vt`��9�}'�.t�-, ,�f"`4r.1s1�{�`�?+l`�i"' xtSi�Y'�`s,�'tiY��+'�4'�{�}``.m"k;��r�'' lit. ;�+m, lt�tt}4 fit it�ttlm-�'niti 1 "�` Y� ., .,. ; . .. ,�' tyt r 11r �� uv{:; , .. Sent from my Wad OR OFFICE USE ONLY * ` City of take 3 w atfk dd le 11), OMM3..lN III DEVELOPMENT � plan/per-if # -2-01w �m Building & inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Plan Review Office: 303-235-2€355 ` Fax. 303-237-3929 Inspection Line: 393-2345933 Building Permit Application P ph. �'ry MailingProperty Owner Email* 0) dress.: (if different than property address) Address: City, State,i Architect/Engineer E-mail*. //ZC 2-1-z"'ZZ1422— Contractors City License M �. phone:contractor E-mail Address: "�. Sub Contractors: Electrical: " Plumbing: � � � � - , X.ar Mechanical: W.R. City License # ?' WA. City License # 6Wk City License # : c �3 . Other City oc nsed •Sub;tither City Licensed :pub: City License # 'Cl* Licensei#' Complete all information on BOTH sides of this form ! * ♦ AIM 3 s AIF * nt � Alr ♦ q s" AIF f * • • d AAP #F # y*. �. IF • q All )unt of materials to be used, etc. y✓„ �+' S„„ fir,. ri» A�`'"�"c./`+"..'.k....,d^'"�p ... .d�G'`�'"'�,".�^"w'+"^..,."� x,..»� TM""' f,✓ . �" ✓ ✓` Sq. R L.F Btu's Gallons Amps Squares Other Memorandum H103 City of Wheat Ridge FROM: Melissa Mackey, Building Division SUBJECT: Refund for Permit DATE: April 29h,2015 Please refund: Contractors License$ ( 201401733 CDA010893 01/12/15 PRM Pemit Fee 767.55- 201401733 CDA010893 01/12/15 USE Use Tax 2,1M40 - TOTAL 2,995..95® GL Posting Summary 01-103: BPS PERMIT PAYMENTS 2,895.95- 0.00 01.500-02-505 BPS PERMIT PAYMENTS 0.00 2,125.413 01-510-00-516 BPS PERMIT PAYMENTS 0.00 "767.55 TOTAL 2,895.95- 2.,895x95 Kirk Cadotte From: Bill Powell <xlOthaircav@yahoo.com> Sent: Monday, April 20, 2015 10:41 AM To: Kirk Cadotte Cc: landmark@LHLC.com Subject: Re: 4110 Upham St..doc Attachments: 4110 Upham St-doc.cloc Item 2: The foundation design on the new S sheets was done by Vector Engineering based on a soil report furnished to them by CRE Design and Engineering of Castle Rock. the original design the now deleted 2nd floor was to have electric radiant heat. Subject: 4110 Upham St..doc William, attached is items 113 Kirk Cadotte From: Bill Powell <xlOthaircav@yahoo.com> Sent: Monday, April 20, 2015 12:09 PM To: Kirk Cadotte Subject: Re: be designed and furnished by Winnnelson but the calculations should remain the same. Subject: • NlOthaircavPmhooxom" <xlOthaircav vahooco Date: Monday, April 20, 2015, 11:59 AM I REScheck Software Version 4.6.0 Compliance Certificate Energy Code, 2012 IECC Location: Wheat Ridge, Colorado Construction Type; Single-family Project Type: New Constru4ction Conditioned Floor Area; 1,239 ft2 Glazing Area 8% Climate Zone: 5 (6150 HOD) Permit Date: Permit Number: Ceiling 1: Flat Ceiling or Scissor Truss Wall 1. Wood Frame, 16" ox. Window 1: Vinyl Frame:Double Pane with Lows -E Window 2: Vinyl Frame:Double Pane with Low -E Wall 2; Wood Frame, 16" o.c. Door 1: Glass Door 2: Solid Watt 3: Wood Frame, 16"o.c. Window 3: Vinyl Frame:Double Pane with Low -E Window 4: Vinyl Frame:Double Pane with Low -E Window 5: Vinyl Frame:Double Pane with Low -E Wall 4: Wood Frame, 16"o.c. Window 6: Vinyl Frame:Double Pane with Low -E Door 3: Glass Basement Wall 1: Solid Concrete or Masonry Wall height: 3.8' Depth below grade: 3.1' Insulation depth: 3.8' 342 21.0 010 11 11 270 21:0 0,0 20 20 342 21.0 0.0 10 6 8 270 21,0 0.0 11 20 152 0:0 1510 Project Tjtle*Ro���� Report date: 03/25/15 Data filename- CA\Powell Rescheck 032515.rck Page I of 2 Wall height. 3.81 Depth below grade: 3.11 Insulation depth: 3.8' Basement Wall 3: Solid Concrete or Masonry 152 010 1510 0,053 Wall height: 18' Depth below grade: 3.11 Insulation depth: 3.8' Basement Wall 4. Solid Concrete or Masonry 120 0.0 15.0 0.053 Wall heigft 3.8' Depth below grade; 3.11 insulation depth: 3.8' Name - Title Signature Date Project Title: Powell Residence Report date: 03/25/15 Data filename: CA\Powell Rescheck 032515.rck Page 2 of 2 REScheck Software Version 4.6.0 Compliance Certificate Energy Code: 2012 IECC Location: Wheat Ridge, Colorado Construction Type: Single-ftmily Project Type. Now Construction Conditioned Floor Area: 1,139 ft2 Glazing Area 8% Climate Zone: 5 (6158 "00) Permit Date: Permit Number: 3 Construction Site: Owner/Ageft Designer/Contractoin . .. . ... . . . ... Cornpfiance2.$% Setter Than Code MaXIMUM UA: 150 Your UA., ISS The % Better or Wome Than Code index reflorts how dose to compliance the house is based on code trad"ff rules. K DOES NOT provide an estimate of energy use or cost relative to a mmimurn-code homc Wall 1. Wood Frame, 16" o.c. 342 21.0 0.0 0.057 18 Window 1: Vinyl Frame:Double Pane with Low -E 11 0.300 3 Window 2: Vinyl Frame:Double Pane with Low -E 11 0.300 3 Wall 2; Wood Frame, 16" ox. 270 21,0 0.0 0,057 13 Door 1: Glass 20 0.300 6 Door 2: Solid 20 0.300 6 Wall 3: Wood Frame, 16'o.c. 342 21.0 0.0 0.057 18 Window 3: Vinyl Frame -Double Pane with Low -E 10 0.300 3 Window 4: Vinyl Frame.Double Pane with Low -E 6 0.300 2 Window 5: Vinyl Frame.Double Pane with Low -E 8 0.300 2 Wall 4: Wood Frame, 16" o.c. 270 21.0 0.0 0.057 14 Window 6: Vinyl Frame:Double Pane with Low -E 11 0.300 3 Door 3: Glass 20 0.300 6 Basement Wall 1: Solid Concrete or Masonry 152 0,0 15.0 0.053 8 Wall height: 3,8' Depth below grade: 3,11 Insulation depth; 3.8' R Depth below grade: 3.1' Insulation depth 3.8' Basement Wait 3: Solid Concrete or Masonry 152 0.0 15.0 0.053 Wall height 3.8' Depth below grade: 3.1' Insulation depth: 3.81 Basement Wall 41: Solid Concrete or Masonry 120 0.0 15.0 0.053 Wall height; 3.8' Depth below grade: 3.11 insulation depth: 3.81 Name - Title Signature Date Project Title., Powell Residence Report date: 03/25/15 Data filenarne: CAkPowell Rescheck 032515.rck Page 2 of 2 YE ECTOR r) c-, i n E E R S STRUCTURAL CALCULATIONS for POWELL RESIDENCE at 4110 UPHAM ST WHEAT RIDGE, CO 80033 for LANDMARK HOME & LAND CO., INC. UTAH OFFICES Sandy Layton St, George C'MC OF WHEAT FWK�F- PUBL!#%-# WORKS BY: ROGER T. ALWORTH, P.E. PRINCIPAL PROJECT #: U 1695-003-141 DATE: October 30, 2014 REVISED: March 23, 2014 NOTE: The calculations presented in this package are intended for a single use at the location indicated above, for the client listed above. These calculations shall not be reproduced, reused, "card filed", sold to a third party, or altered in any way without the written authorization of Vector Structural Engineers, PC, 9138 IS, State" st", swte 3 (11/ ;,`3andy, U" T 8407()/ T SBO I 990-117 75/ F [801) 91s ,10-1 776/ wwwxectarsexom PROJECT NO.: U1695-003-141 DESIGNEDz KAW 'ECTOR DATE: 10/30114 CHECKED:BDV e n e I n E e R 5 PROJECT: Powell Residence SUBJECT: CRITERIA MM - Code: Structural design is based upon the International Building Code, 2006 Edition Risk Category: It Wind Criteria: Analysis Procedure: ASCE 7-05, Simpiffied Procedure Basic Wind Speed (mph): 105 (3 -sec gust) Wind Exposure: C Seismic Criteria:. Analysis Procedure: ASCE 7-10, Equivalent Lateral Force Procedure Site Class: D Seismic Importance Factor, IE' 1,0 Mapped Spectral Response Accelerations: Ss = 0,225 S, = 0,057 SDS = 0.240 SDI = 0.091 Seismic Design Category: B Seismic Force Resisting System; Light -frame wood shear walls Seismic Response Coefficient, C,: 0.04 Anow _Load, Ground Snow Load, Snow Factor, Is: I Flat Roof Snow Load, pf tpsf)� 21 Live Loads, Roof Live Load (psf), 20 Floor Live Load (psf)- 40 The contractor shall verify dimensions, conditions and elevations before starting work, The engineer shall be notified immediately if any discrepancies are found, The typical notes and details shaH apply in all cases unless specifically detailed elsewhere. Where no detail is shown, the construction shalt be as shown for other similar work and as required by the building code, These calculations are limited to the structural members shown in these calculations only. The connection of the members shown in these calculations to any existing structure shall be by others, The contractor shall be responsible for compliance with local construction safety orders, Approval of shop drawings by the architect or structural engineer shall not be construed as accepting this responsibility, All structural framing members shall be adequately shored and braced during erection and until full lateral and vertical support is provided by adjoining members, wlaw"�- Iffie"M mill Foundation concrete shall have a minimum compressive strength of 3000 psi at 28 days. • Cement for all concrete shall be Type I or 11 with a minimum of 6% entrained air. Maximum aggregate size shall be 3/4". Reinforcing steel shall be per ASTM A615 Gr, 60, UXO, Foundation design is based upon the project soils report prepared by: Design Engineering Inc Report No,: 14-5978 July 30, 2014 r—_—, r__,I r_._.I r ----'I .: # i E1 # _I 13 1 ,�# 13t - i 9 r 1 i --------- -------- a�y f R # p r 29ILI f 1 # I �r , # .. ..........41 i• # I } I ( R i 11e d a i ii # 1---------------------------- -------- a�y f R # p r t.__--- m.p_.e..„._---A, — _.---- n___m_� �r , # .. ..........41 i• # z ,. z 0 li f R # p t.__--- m.p_.e..„._---A, — _.---- n___m_� z ,. z 0 li m m Ro \ INN, � \ o � >� � \:»..� \ \ 20:/ < . 0 CL cr- Vri �9-,z m 00 •- • .• DESIGNED: *. ► .M PROJECT: Powell Residence SUBJECT* GRAVITY LOADS ROOF 3.50 pitch loading ROOF PITCH/12 INSULATION g ASPHALT SHINGLES 2.20 5.00 1,25 4.00 112" PLYWOOD OTHER 1.88 1,25 1.50 FRAMING 10.00 3.00 INSULATION 2.00 112" GYPSUM CLG, 2.20 M, E & MISC 230 OTHER 0.00 DL 18.38 LL 20.00 SNOW 21.00 SNOW INCLUDED IN LATERAL 0.0 2ND FLOOR {WHERE OCCURS FLOOR COVERING 1.00 314" T&G PLYWOOD 230 MFG TRUSSES 1 FRAMING 2.00 INSULATION 1.00 112" GYPSUM CEILING 2.20 PARTITION 2.00 M, E & MISC, 1.50 OTHER 0.00 DL 12.00 LL 40,00 EXTERIOR WALLS STUCCO/SIDING 3.50 0 FRAMING W13 PLATES 1..30 INSULATION 1.00 112" GYPSUM 2.20 112" PLYWOOD 1.50 OTHER 0.50 DL 10.00 OVERFILL ASPHALT SHINGLES 4.00 112" PLYWOOD 1.50 RAFTERS & MISC 3.50 OTHER 0.00 DL 9.00 LL 20.00 P co c io-l-l- Ho 'CDU... CD a n c� 'm t Zo 00 w MM cc P Fuge 8 o 36 rn m w w 0 u y v> z U v wj u5 z to w uj q 4 uj o. a z g 0 w 0 M �C tu0 tu ca pi u_ ua vx OwCL x rn_ ua w c a* 9 6 Ix 2: p { 8 iu t° r- ^wa 0 Q z tL �YECTOR PROJECT: Powell Residence MSIGN LOADS t Det (psf+ •.,FloorExteriorWallInterior Wall F72 JOB NO.: U1695-003-141 DESIGNED: KAW DATE: 03126/15 CHECKED: BDV df i LO DING PARAMETERS Label: Typical Ext. Typical Ext, Typical Ext. Typical Ext. Typical Ext. Typical Ext, Typical Ext, Wind/Wail Tributary (ft) 1.33 1.33 9.33 1„33 - 1.33 1.33 1.33 r Sanding Axis Strong Strong Strong Strong ' Strong Strang arcing Roof Tributary 1 (ft) 12 12 12 12 12 12 1 Roof Tributary 2 (ft) 3.33 3.33 1.33 1.33 1.33 1.33 1.33 Floor Tributary 1 (ft) Floor Tributary 2 (ft) 3.33 133 1,33 1.33 3.33 1,33 1.33 Additional Dead Load (lbs) 26.5335 26.5335 26.5335 26.5335 26.5335 26.5335 26.5335' Additional Floor Live Load (lbs) Additional hoof Live load (lbs) Additional Snowy Load (lbs) Location for Wind Loading C&C Zone 5 C&C Zone 5 Interior Interior C&C Zone 5 C&C Zone 5 Interior Mean Roof Height (ft) 25 25 25 25 25 25 25 Axial Loads (Ibs): Dead 374 336 394 357 401 408 432 Floor Live 0 0 0 0 0 0 0 Roof Live 319 319 319 319 319 319 319 Snows 335 335 335 335 335 335 335 Sending Load (plf): Wend 61:6 731 67 6.7 61.6 56.7 6.7 mEmBER PROPERTIES Strong -Axis Effective Length, I., (ft) 13 7,5 20 13 17 18 27 Weak -Axis Effective Length, lox (ft) 1 1 1 1 1 3 1 Compression Edge Unbraced Length, 1, (ft) 1 9 1 1 1 1 1 Grade SPF#2 SPF#2 SPF#2 SPF#2 SPF#2 SPF#2 SPF 2 : Size 2x6 2x4 24 2x4 2x6 2x8 2x8 Quantity of members 3 1 1 1 2 1; 1 SPECIAL CONDITIONS Moisture Category Normal Normal Normal Normal Normal Normal Normal Temperature Category 51001 5900° $100, 5100° s100° x100* 5100" Incising? No No No No No No No Repetitive member Category Rep. (Special) Rep. (Special) ;Rep. (Special) Rep. (Special) Rep. (Special) Rep, (Special) Rep. (Special) Finish Type Brittle Brittle Brittle Brittle Brittle Brittle Brittle SECTIgN PROPERTIES Width, b (in) 1.5 1,5 1.5 1,5 1,5 1.5 1.5 Depth, d (in) 5.5 3:5 5,5 3.5 5.5 7,25 7,25 Moment of Inertia, I (in4)20.796875 5.359375 20.796875 5.359375 20.796875 47.63476563 47,63476563 Section modulus„ S (in 3) 7.5625 3.0625 7.5629 3.0625 7:5625 13.340625 13.940625 DESIGN VALUES Fe,x (psi) 875 875 875 875 875 875 875 Ft, (psi) 875 875 875 875 875 875 875 F, (psi) 1150 1150 1150 1150 1150 1150 1150 E. (psi) 1400000 1400000 1400000 1400000 1400000 1400000 1400000 EYY(psi) 1400000 1400000 1400000 1400000 1400000 1400000 1400000 E,„j,x (psi) 510000 510000 510000 510000 510000 510000 510000 E.j,y (psi) 510000 510000 530000 510000 510000 510000 510000 RESULTS D+L 10% 12% 23% 34% 9% 9% 20% D+Lr 18% 22% 41% 63% 15% 15% 34% D+S 18% 23% 42% 65% 15% 16% 35% D+0. 5L+0.75Lr 16% 20% 36% 56% 13% 14% 30% D+0.75L+0.755 16% 20% 37% 57% . 14% 14% 31% D+0,6W 99°t`i, 98%n 34% 46% 84% 99% 33% D+0.75L+0A2W+0.75Lr 75% 77% 37% 66% 63% 75% 33% D+0.75L+0,42W+0,75S 75% 77% 38% 69% 63% 75% 33% Deflection Limit (L1) 240 240 240 240 240 240 240 Deflection (U) 27.3 309 292 274 244 256 272 Column Slenderness; I01d 28.4 25.7 43:6 44.6 37.1 29.8 44.7 Beam Slenderness, Rs 7.8 61 7.8 6.2 7.8 8.9 8:9 Unity Check 99% 8% 87% 89% 98% 99% 89% JOB NO.: 0,00 ECTOR DATE: PRINCIPAL E n G I n E E R 5 PROJECT: 0 00 LATERAL LOAD$ FOR DESIGN OF LIGHT FRAME WOOD $HEARWALL PANEL RESISTANT SYSTEM Seismic (Equivalent static force method) Site Class: D R= 6,5 S,,= 0.225 S,= 0.057 Fs' IkO F,= 240 S,,S= 0,36 Sml� 014 sos= 0.24 SDI 0.09 Determination of Seismic Design Category per: B TL= B Page 10 of 16 DESIGNED: 0 CHECKED: 0 SHEET OF SUBJECT: LATERAL LOAD SHEET Occupancy Category It Seismic Design Category: B See below Wind Speed V31 (mph): 105 Exposure: C Is= I m N= I CT= O,02 h.(ft)= 10 X= 015 FORCE RESISTING SYSTEM - METHOD I FIGURE 6-2 T= 0,19 SIMPLIFIED DESIGN WIND PRESSURE (MAIN WINDFORCE-RESISTING SYSTEM), PS30 (Exposure B at h=30 feet with IW --1.0) (Pso T,= 0,08 Ts= 0,38 Cu= 1.70 R F TL= 8 S.= 0.24 CsmAx= 0.073 RISE IN Cs= 0,037 CscoNTRoL= 0.037 CSMIN= 0,010 CSCONTR00-7� 0.026 MAIN WIND FORCE RESISTING SYSTEM - METHOD I FIGURE 6-2 SIMPLIFIED DESIGN WIND PRESSURE (MAIN WINDFORCE-RESISTING SYSTEM), PS30 (Exposure B at h=30 feet with IW --1.0) (Pso R F F ANGLE RISE IN Bog= NA2014 ProjectsM695 Landmark Horne & land CoM695-003-141 Norman Powell Residence�ENG\50LATERALLat Load Sheet Page 11 of 16 JOB NO.: 0.00 DESIGNED: 0 DATE: PRINCIPAL CHECKED: 0 rpt I n a SHEET" OF PROJECT. 0,00 SLIBJEM LINE LOADS Roof DL 20 pat Seismic �I Desert tions Snow 0 pat :I Height (ft} W w (111).„ (Ib) V.., {Ib) Redlst Fact k= 1 Floor DLA 40 pal 10 32480 839 839 1.00 wh,*- 324800 Walt DL 0 psf 0 0 1.00 T (sec) 0,19 0 0 0 1.00 0 0 0 1.00 70 eigh# (111) 32480 Estimated Total Weight in Longitudinal Direction 32480 Total Base Shear (Ib) i339 Estimated Total Weight in Transverse Direction 24880 Percent difference in estimated weights 30,5% e n a i n E e R 5 PROJECT: 13 h1m Dophratim Width ht�� 20 Allowable securac aspeat raakafl- 16 arillowelse e6nd expect rafioll- 3,S 3,60 JOB NO DEMNEM DAM PRiNOPAL CHECKED: SHEET OF SUSJECT: SHEAR WALLS ---- — -- [kow 6L (Psf)- 20 Floor p cakwheed in accordance Mac ASCE7,05 12.3.41 N:%2014 PhaocUAV1695 Landma- H -1w 8 land COW 105.003,141 Norman Powell Residence9ENG4,501,ATE.RALShear Waft AdM Corinthians: LINE, 8 1ST STORY Line Loads(pct) ilow"...Ax-irik) Seis Meal ActuM Apefied Loam,(mai ur"SS, Acted O"rwke) Ossimidgm coiculatrons .oad Trkrw(ft) E2,AppV` .Sparc {ftp.. Lino '?4, 35 Sam 'A"W Z 'a (it) E Z. P (b) Dr rat 11 meet 22 4 #3=8 �IWE a �121 �6 39 9625 134 ::147 to2 19 'knot 1*3 14 1 219.9 2:74.1 26 1 ==MIN Imaude nTOrcTwuwPT*$abAcT NO phaco h dt': 9 4T$r Overall OTM mralmher: I '7— Pia arising SW rralc7 No Max opening it, pit i '04 �Yes lori'Lon - Spop" Length (dh[M Story V (K)-- --iWil apply Wrl reduceon?[ to C t fling Shear (Ib�-[ 2=8 wall DL (psf)=- M'" O'M (v, 21 J%V;;;�E— 38% -SW— TO—AM-5 — — — —HD —am— — — — — — — well From N:%2014 PhaocUAV1695 Landma- H -1w 8 land COW 105.003,141 Norman Powell Residence9ENG4,501,ATE.RALShear Waft AdM Corinthians: LINE, 8 1ST STORY Line Loads(pct) ilow"...Ax-irik) Seis Meal ActuM Apefied Loam,(mai ur"SS, Acted O"rwke) Ossimidgm coiculatrons .oad Trkrw(ft) E2,AppV` .Sparc {ftp.. Lino '?4, 35 Sam 'A"W Z 'a (it) E Z. P (b) Dr rat 11 meet 22 4 #3=8 �IWE a �121 �6 39 9625 134 ::147 to2 19 'knot 1*3 14 1 219.9 2:74.1 26 1 Imaude nTOrcTwuwPT*$abAcT NO phaco h dt': 9 4T$r Overall OTM mralmher: I '7— Pia arising SW rralc7 No Max opening it, pit i '04 �Yes lori'Lon - Spop" Length (dh[M Story V (K)-- --iWil apply Wrl reduceon?[ to C t fling Shear (Ib�-[ 2=8 wall DL (psf)=- M'" O'M (v, 21 J%V;;;�E— 38% -SW— TO—AM-5 — — — —HD —am— — — — — — — well From Cpddy (wind, Sehr Sets. Max Length R000W Flw"'W Othern, Aahvit Wall Heldman fbe,,W, ligiligig) 6RM 2WA Shear WaACOP Wind Wind Wail SOlIntair Tonsion HO Shear,. (ft) 00 (it) w Oafl Ila) Type Sill Type Strap ovp. -it (ft -ib) (ft -9)) ATI_ (@educt. (0) #Pff) Shear (pit) Cap, dal) Cap. daft Oid, Capacity Wall A (in) --16 2-5 —2 P2 az —Hb—ui — —99-33 '-31-69 ti,SS t.QO 2-6 532 389 532 520 —73-10--'45-65-7-38 Camnietes:. --Addl LINE: C, IST STORY Line Lando (pit)4asads nsun ate. -a Imp is W1rsd A,-wM adkod Leads (of wriounoled oftrohso) Diaphragm Cadtwkdkw* .oad Tomb w (£l) 2. App9* Spare {ft} Lord % R- 9'f.' [La#f~j EZ P ad Drag (ft) $is " Al Wit in V cx.2 96 k1e'ctr 36 100 6 301 30 f42 Nona 1,00 13 47 include Zz for wreguianr*7757777 No —1 plideh'11': =4 2 Ovevou OTM inuleptec -Peifirrifid sw-catcl-ka Mlax Wong pts", (,1 5 67% Shear Length (ftf-r ----j 13 Story V (K)- — —7551 apply 2wl reduction? Yea Controlling Shear (lba-[4E] WWI DL lost)-= W. cft..W. d" -Sllwa—r— Ti—ns—M--MM— HD — — -- wwi From c Capacity (wind, Seas. Sats. Max 'renwon Length Roofc,v/ FlowmW Otharo, Above Wali Holdow" hh— 1w� §gigmt) — wRM 2WA Shear Wali Cap Wind VAndialait SHIParr e HD Shear- Off (Q) (A) w (Pit) (lb) Type Sill Type Strap -oprA) fft�fiol (ft4b) A,,R. Reduct, (PH) bill Shear (P4) Cap (Pat Cap, (pit) (lb) Capacity Mile, bri) —P2 —U fH-0-14 —$i7E—ndwai --38-332 0.69 T - M— 1-9 --— R— 3-2 J7 3 — 28— — 32— ---- 5-20 i— --- --- 949 T 165 0.25 Add"( Comment& N:%2014 PhaocUAV1695 Landma- H -1w 8 land COW 105.003,141 Norman Powell Residence9ENG4,501,ATE.RALShear Waft E n a t n e E R s Ali ouu �ROJECT� 13 Nan Otaphragm Wide, Ph- 20 Xlowabei seismic ariped latroll - 35 AllowableyAnd aspect rafi&l-, 3,S - - 11111,j�2,511..D- 3,50 JOB NO.: OESIGNM DAM PRINCIPAL CHECKED: SHEET OF a crecialated in ncordance vem ASCE7.05 12.3,4.1 cli 1 16S 1 Maar 3=1 w a .1miu ""' do" ""da" 6 � 313 1 25 1 165 j 143 00 Korne 25S 166d 2332 =#=� �:111 18 218E 1 1,4 —73 0 OL 9 2010 '00 Off"t too 1,00 Abooe, it) I inCtuali 12 0 Wall We PI pl I h (1{) ' 9 244 1 4121 11 -al drlo I Overall OT"M anatexiier. Perforated M M7c Fro HO Maxdarion, 'I:1i;fd 1"): THal0-40200 100% Show Length (ft)- 25 Story V (K)a 1091 Overall OTM oniftbifier: 1 apply 2wA reduction'? Yes 91 Controlling Shear (tb)-= wait DL heOP, M.x W...bf. &M (w� 27 Shear Length {ft)- is Story V (K)- un —T' n o fts"On a —F—T—T-7T—F—F—T—F— HD cap (Pff) 364 i apply 2w/l reduction? Ey:.:,.:d —C. sea DL PA. Anvebw d'ift (ins[ M Wait From Capacityhe C Cap (pit) 3 ar-7e-n—s*n T Length Ro-orm W FloortOW Calera, �141 7W)7 Above N I Ri Walt _ rop dd_ �v I RM 1-,, It,-, 1. Can w pit Sit, .I. Tension Wa.'11'1 00 (it) (ft) (wind, a trap get "� ".I T, P.) .. �r lrb� saidect 11) I I.,7.1y (I, (IbT MMM37MMM3M= NA2014 ProilychAU 1896 Lihyiocxrk Horne & land CokU1695-003-141 Noonan Powell ResidenceNENGt1,0t.ATERAS.St*,ar Wells w a .1miu ""' do" ""da" - cl) 44 I'll or T tInqe= 00 Offsol (im 25S 166d 2332 6 240 18 218E 1 1,4 —73 0 OL 9 2010 '00 Off"t too Wall We PI Above hin --trIcluti-e N tor scrigurantes, peeniq I No HO NO HO THal0-40200 plate h (f) Overall OTM oniftbifier: 1 116 116 Max operung height 9 0 100% Shear Length {ft)- is Story V (K)- �2,7 Sers (pit) 2't cap (Pff) 364 i apply 2w/l reduction? Ey:.:,.:d Controlling Shoat (1b). sea DL PA. Anvebw d'ift (ins[ M �iopi (pit) 174 C Cap (pit) 3 ar-7e-n—s*n HD -aTV- Wall From capacity (wind, Sets Sam Max Longni Roofm'W Rearm W More. Above Wall Holdown pa..`v- Esq) 6 -MA 2wA Shea, WgI Cap. Wind Wind Walt SRI Plate Tension 14D Shear - (#t)00 (11) W (Pit) (m) Type $01 Type Strap Z daq (ft -lb) (ft4b) AIR., ReducL (Pit) (pit) Short don Cap, (AN) Cap, (get (lb) Capshre, Wall A (in) 9- 3 —3 P1jRSI6 10330458 1.tX 9,00 6 364 8 364 6650 15 P1 CS16 10330 1454 1,00 lAyR 16 364:...128 364 986 1650 0,15 LINE: 3 2ND STORY Line Loads quP t,oade I,- abov000 Sets... toWd Ainuor Atecred Lands (pit unhiss noted offierwise) Diaphragm Calculations Perforated Wall info Flat (it) 15 Lead Top w, i EZ Appl' Seen (it) 2a (#C) 28 M) E.Z.-g(b) rw pap LebrifyU 2bl Far (it) — It Me or 33 I'l 6 313 147 co 0,78 L 0 None — !M' --a-m _10 include Q for ve ve : —N0 -type th) NO NO psaSa b (g) 744 Overall OTM aroftailiec I PerioranhIS ogtl-Yis---��Tgb)--74-96 go —Cop 2-00 Max opening height (ftl: 13 M Shear Length (ft)-F7TO� Story V (K)- Sets (PH) Is cap (so) 364 apply Sao redaction? Yes Controlling Shear (Ilig- wall DL (psf)-= M.00-bid1ift - - m2j 269 Cap (plFr 364 n ton -T a sj)�L� H- --OT9- Wall From Censor, (vhrd. Sera. Sois. Max Length Rmifoi, W Flooriv W =OkherrA se Above Wall Holdown I dh_w- jqOglLq) A -RM 2wa $hear Wall Cap, Wind Wind Wall SRI Plate Tension HD Slasrs. (ft) Ohl (ft) W (Pit) I.bl -- or. f.- stone it lad. d"q Rt,ib) pt -lb) Afyta,, Deduct, (Pit) (hit) Shear (pit) Cap, (pit) Cap, Se f) (fth Capacity Wall A (in) 10,25 PERFORATED SHEAR -WALL CALCULATIONS APPLY - SEE 48—OVE --1-49-08U.ri1-00 —1 —o — .,,oi. — — -74-37 --iN—/A 10,25 _ P LY - SEE ABOVE f4-938 1-00 —12 — 201 — — -74-67 -7N-7A Provide force tratisfor around is nio s: Adifl Comments NA2014 ProilychAU 1896 Lihyiocxrk Horne & land CokU1695-003-141 Noonan Powell ResidenceNENGt1,0t.ATERAS.St*,ar Wells JOB N4,: DESIGNED:. DATE. PRINCIPAL CHECKED. SHEET OF SUBJECT: SHEAR WALLS LPRoof DL (Pat)- 10 Plow DL s.. - 40 p tadcariated in accordance with ASC:E7,05 12.3.4.1 LmeLoads(pit} PROJECT; aevas p- 1.3 :. Me Diaphragm Width IS)- 1:0 Ale,vabie seismic aspect taiurll- 35 ARmeable wind aspect ratiolly 3.5 S2 4.4*2.519.7 = 3,Stl A IST STORY AIR,;, JOB N4,: DESIGNED:. DATE. PRINCIPAL CHECKED. SHEET OF SUBJECT: SHEAR WALLS LPRoof DL (Pat)- 10 Plow DL s.. - 40 p tadcariated in accordance with ASC:E7,05 12.3.4.1 LmeLoads(pit} Lsadsfton, aaF aevas xvasxa aasrr vvza. usmn.+ wue+adryraamtxxswtF"'wom d >r.,a�=a*y...•. vw..,. .. .erad TPaa w (fE} E Z. Appf" 8pttn (H) Lina o 3.5 : 3.5 AIR,;, p"It�*Seta 3WWind IWE, Z. 2a (fs) E Z. P (!b' Drag (!L=147 eaS 11 : aor 22 R- Offset (an :... 6 NC+ne 1.00: 9ase# (fop A -2ND I M #MA tl A - e flat : a... or arequ.;aaa s (a ve ' Ne Palori (#l}= 10 NDA MA 'rotat t#1 Oven0i OTM muftiptierl 1 torrential SW cadc' No Max opening height (a): 7.5 83% Shear Lerhah (ft) -r ----j Stay V (Kt'- #NPA apply 2M reduction' Yoe Controlling r (ibis #4dtA wail DL (pstt- satmawxieaeadt# fin} L. 3 AVaa«ra�:a atldALUE4 ar- etir>wn ID Walt Frorra Cgawnnw, (wind. 5eA, Sea.S, Max Length Roofu `w"- Ftrwrm ve t5ih Ab[ave Watt Hotdown §MX ) :.6*RM $wit Shear Watt Gap'... Wind Wind Walt SRI Plate Tension HO shear - 04 (0p () pill `�`* CAlfb : € ) Type Sid! Type Strap orel. &.0 (f# -M) (¢t -rap AR., Reduct, (of) (Pit) Saeac €p Cap. € al) Cap,. (pit) (ib) Capacity WMI ,4 (e% #m ;..onacro wati :: VALttEl # #VALUEt NVALUEt WNIA #VALUE1 Prcaysde tprCB transfeP around ti nln s: Yes IBC 23051,1L I AddyComments: LINE: B IST STORY Line Loads fplf) *mss tram 4erve b) Seis : wind : Aca aY Anxel Loads tad a i. rioted o ) iitaphrsrgnt Catwayore, oad :Tris w (f!} E %. AlspF* Sean (ftp ¢,drros 1b : 3,5 % 35 : AIRS p*te*leis tw"kVVend k� *E. Z, 2a {9i) : E Z. P (tb) Drag Cie) ^sheat' (At6) Atiaw iS4t? uroS 3D,5 iaadar 24 1,00 Offiat(tit}`2125 947 eekr 78.5 s &9iP9or :: 37 t 66:. ea oin 6 : 21.25 147 B^2ND 1.00 #NIA #N1A AboveM Include u e oregu oily d63 YeJ: NO pLafre h idj 9 Nl tfidlA setas {tn} Overall OTtwE mutEvPfiar: 4 er Kkralad , w care? No ; Max opening height (11) 9 10Ct'd Shear Length (it)- 24.25 *utrSry V (xj= ARIA aPFty2wllrmduelttran? Yes Contrott6n(�5 (tbpm. BNIA wap#DL{psf}= ars;irtwrr+anrastattdb^b 2.7 f<4`„ dNkA Ta—r--7—eft—son HD : wail Fromtfy (wind. Seis Seta. max Length Roof 'yx FIM `W Other Above Wald Holdown (Sion ' m8) .6*RM 2WA Shear rrWaliCe Wind WndWail � Sill Plate Tensl#m HD Show - (ft) (ft) (t1) . W (pfd) (ib) Type Sin Type :Strap mg. dmi (f -W) .. (ft"Na) wR,;x Roduct.. (of) :. bef) Share w1 j. Cap. (PH) Cap, (pit) (to) Capacity Wai 4In 16,75::. 3310 P4 ; $4 - NDUB #NIA #NlA 0.54 4.EN.b : WA 896 A 896 1232 #SVJDi 83511 #fide&._ P4 : S4 : H4DUb MIN MFA : 2.00 100#NlA 896 : A 8A& 5231 #N1A #135tJ #MlA .. Psovia33e tone traiaster around o nt s. No IBC 2305.3.A.1 Add'i Commentsc LINE; C IST STORY Lane Loads (pH) a crn+s fain M.,* s) Sets Wind Actual Apaird Loads hely union noted oche wase) Diaphragm Calculations .oad Ttrb w (r)LF2,ApW* Span €Ob - i 3.5 ... 3.5 p"1c*Baia ii"Wind tw*E. Z., 2a Cit) : E.Z. P (W Drag (ft) Sdxrar (pffb {pNj teas : 18 5 or ':: 37 —L,-- 1.tt0:: : Lti?set {ta} ta7 -. 4 of -: 4 1.0di;: pEisaa (sa) 6 17.3 ^147 C -2ND 1,00 AVA AAAA '. Above Aw trickple 11 far Prragta as aes (abovet, I No pkaie h ¢ft} 9 phllA #NlA Tarot (t#) OverM OTk,9 multiplier: t Pee orated SW cal&'C No MAX opening helghe (1)� gA Ippo, ar Length g1p , 97.3 Story V (Kis OWA apply 2wa1 reduction? ..'Yea Controlling Shear (!b !A wait DL(psf)- 4saz amo—Ina ear ivc 2.7 Wal{ From Capacity (w6nd, Sms. Sees. Max Length Rontm.. W F€oaar W Otherm Alcove Wait Holdoem (S _W, sa3sm .6*RM : Zv011 : Shear Me Cap. Wind wired Wall Sitf P3art Tension HD Shear - (ft) (ft) (ft) W (ply) Glop Typo Sill Type :. Strap del (114h) glob) AR Reducf. (Wf) 000 Sftear S") Gap. {half) Cap. (Al() (lot Capacity Wails (N 8 : ADFVJg? P4 $11 idDUB : MA FFA 1:93 1.00 #MlA 896 6MlA 84H 1232 :#D1trlCtt 8350 #ydlA 58 P4 34 NOUS ttNiA --V MA 1.55 3.110 pNA 896 #MIA :896 1292 :MA bis4••5 MA 3.5 P4 ` $4 NOU5 #fV/A #fSkA 2 S7 0.78 #t tial 697 MA 896 4132 #N±A 5 '8MlA N.12014 ProameAU1695 Landmark. Home &land CoW1695-003-4+43 Norman Pow€gil ResidencelENG. SOLATERAL$hear Watts if lig !iN 9 IR iu 3 Mn Diaphragm Width (it)- 20 JOB NO.; CRATE: PFVNC; PAL SHEET a otooWated in accorrdance with ASCE7 05 12 3.4. t DESIGNED: CHECKED: OF t -15 Ma' 30 lt3G 2305 3 8.t :too Offset gtd4 _.. 8.__. 44.5 ........ __.._....----147Ctk.._...�_...DL.. ttl 120 Norws '1.OQ Otixet (Ih} 44,5 f4T NdaiF pT 1 -2ND 1„00 ##VIA. #NfA ' noel, (pb} nc u or wripu n ieS a Ye,; No H NO No Mateh (fd 9 Dsaphragin Calctaiaaritar 9FN1A #N1A Taaai &Rbc Ovecd'sI t7TIv4 mutfiptier: Y P@ dsalad ^a catfo. ma T (Ib) #htfA NO cap 200Max opening height (fj 9 : 100% 5fteaar Length (ft) -F494,1 Story V (K}= #NIA Us (pis) #NIA Cap (pp) 364 apply 2wft reduction? Yes Controlling Shear (Ilid- #N/A well DL fpst)= n�rsx a¢7a�*-aMre Aeiri fare 2.7 teV�,,,.,rr. wx. #AQtA. Wand (pit) #NIA Cap (A 364 near tsrasron HD 'i i}ii 2t�a i ... 229 . Above (Fn) ncare i83 a9 Ve NQ 4V&i14 prom _ Capaeedy (wind, 284 "as.FSo' "iivl (itai 4uerpN CYTAA FnulY`tpF`s@r: T Perforated .K'iW GaiC" q Max Length Rotafm'w' Fisser . "ur iithers;a. Atsova Wait F dawn op—'6 4,pi snit} .B'RPA 2wr°i „ihmar Wand Wind Wadi Srfi Plata Tensaon liD Shear - (f1} ip) {8d (plt) (lb) iypa Siff Type Strap mxtysares; gftab) lit-tts} t4tR„�< R@dtrct lastShear d'' OMPGap (p#) Cap. (pii) # ? Capacity Ya+atl r5 (lr ttucce IrarisF@r around tx non s: No lt3G 2305 3 8.t w ,Proved@ Li NE; 2 IST STORY ..,..... ...., Line Loads Sa f) Look fru.m f Actvai Alshfant Loads bef to tela noted.01 .. a) Dsaphragin Calctaiaaritar Coad Trib w (tt) E.2. Appt” Sport (ft) Line 'Ys 3.5 3.5 ..,„. p'ts'SerS 2a (tt) E.Z.P(Q,sDrag(f4) Shkrar {pttl A,Ninv(plfkf,.0fi ��w*Wmdl�*E,. 9$ -:'l47T.iia?csnsma (to} T8 : :.147 1G^a2i*tI 'i i}ii 2t�a i ... 229 . Above (Fn) ncare i83 a9 Ve NQ pial( it lft)- .... 9 _ 284 Za "iivl (itai 4uerpN CYTAA FnulY`tpF`s@r: T Perforated .K'iW GaiC" q Max opening ia@ighi (ft): 100% Frear Length (Ed}= Is Stray V (Kt} tii91 apply 2wr1 reduction?Yes Controliistg Shear (p)ae 22591 wall DL (pgq)x safe axYrawawo arm £rn) .E ea+:.. ensrcm HD. WMI FromCapantty (wind, S@is.. Setts, Max Length Spain, W FRa er,'w' 0018riyr Above Wall Hceidown lsrw w, (weir .6'Rhl %wtY Shear Wall Cap. Wind Wind Wait Sill Plate Ti rasion HD Shear - {ftp (9t) Ch} al (pit) (Ib) Typo Silt Type Strap roer orn (ft4b) ttp b) Align Rodua t. (ptd) bet) Shear (pit) Cap, (pit) Cap. {rift (7b) Capacity Wall A or g... 3 985 P2 SE H0U4 10334 291& 9.00 i.CYt) tb 831. 478 532 52,0 1810 4565 {}.22_ 9 ::: 3 : :986 P2 32„ HOG4 :. T0330 2910m 1.R0 1.611 9fi 532, 128 02 5203 1870 4555 Li.22 Prouade force ttaesfar aRQUnd £7 nXYt S : NR i(iG 2305 3.8. T AddI Comments: LIME: 3 95TSit?fFY Line Loads (pit} L avK r_ xx,'&Ybr Serfs Wind Aclwai Awed Loads ins wasss noted wherwtss) Didiphragtn Cascutinkes 3.oad pCSpan (d)"rfl a3fi1.tkf} �611 CSfitaer (35➢ , : 6 1.f1t} Offset ¢'Ib) $ : 8t,5 ::947 '..3.2Nib t.i?6 246 4921 Abarrcs (tb sic v e W or rrr@gu ars its a v@ ; No ptatss h (ft)�. 244 Ct20t21 7raw (!t i ft Ovenait OTM mu4fepliesr, 1 :lsterftrr'ak@d SW cirFc7 Na Max opening 11 i" I ill): 100% Shear Length (ft)," 39.5 Sttsry (K)- 9094 apply Zwii rtdurf`rnncIII Controlling Shear (flet -F 4771 .»,-..ry�.. w:slf DL (psf)=- 9A.#z: xavxext eirnt f+i 2 7 ,tvr.,�.ai 896 -'sar- erisaon _. w,...._„�.,..,. WaitFrom Capacity (wind. Ses, Saah' Max Length Roofoi'vr' Ftooro,'vi Qther._ Above Wall Hoidown rsfv�a°- ISSMl?). S -RM 2wtl Sheaf WafiCap. Wind WindWa;P SAIPtaYe Tension HD Shear - (ft) : (1't) (h) he' (pit) flip) Type Sit$ Type Strap crsas 0.h (€.%) (' wb} '. XIR., Raduct (pit) dyh Shear (pit) Cap.. (pit) Gap. (pit) (to) Capacity Wali A (it 5 3 m P2 32 : tdVU2 ; 121fi2 7965 0.88 1,00.... 8 832.. .1;31 5582 520 488 3ia75 0.49 10 9 M, P2 52 MbSd2::.. #T774 4800 tF�90 4.QiP.. 8 532 1-31532 5211 997 3Q75 0,19 P2 52 HDU2.: ':. _ _ 12951 2178 0.82 4.00 B 532 931.. 532 510 979 3075 0.19 Prvx+do forc+r 4ransfer ftnwnd e No s° No tSC 23175 3 8 9 $ Aalti'icomments •.. +l; 12014 ProjectslU 1695 Landndartc Home R tend COW1695.O03.141 Norman Pow@it Res:Bence+tENG1Sf LATERALShear W alis Page 16 at 16 JOB RIC?... U1695-003-141 DESIGNED; KAW ECTOR DATE- 0316r15 CHwcl D: Bev n e t In e PROJECT: Powell Residence SUBJECT; FOOTINGS AND FOUNDATIONS FOUNDATION WALL y FFP 5 sf ca = = 2. 5 gA. f c 500 s6 �'' .85 fy 60000 psi Note: bars are assumed to be located In center of wall. VFZPTIr'.AC Pr-1NP0f M;=N FOOTINGS Assumed Soil Bearing Pressure 1t 0 psf Continuous Footings: FLOOR SYSTEM !BALL THICKNESS WALL HEIGHT BACKFILL HEIGHT PER SCHEDULE amount of materials to be used, etc.) # j / j �y � $ 6) 5 «E 1 N{L�µ B nl �� � "µ 0. 4 b✓^K «n ✓✓ . nu 'y. b�yy .- �i �r x , , } p � � Sq Ft IV . Stu °s Amps squares Project Value. {Contract value or the cost of materiels and labor include e t s ! Suil ding Divisio City of Wh6atR�ioge -� �PUBLIC WORKS - --- ------- ------ ------ --- City of Wheat Ridge Municipal Building 7500 W, 29"' Ave. Wheat Ridge, CO 80033-8001 P: 303,235.2861 F: 30 Date: JZJIS 4f� Location of Construction: 41 It> .4 " 4fti Purpose of Construction: �5 Single Family —.�— OMMEM DeveloRnient Review ProcgMjA1.fttj ...... ............. $100.00 (Required of all projects for document processing) Single FarnJIX Residence/Dup lei ,R .... . .. ............................... $50.00 Commercial /Multi - Fatuity Review Fees 0 0 & M Manual Review & SMA Recording Fee- ... .... $100.00 1 Each Application will be reviewed by staff once and returned for changes, If after review of the second subinittal changes have not been rnade to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resuhtnittal Fee Resubmittal Fees: 3" submittal initial review fee): ..... $300.00 4' submittal (full initial review fee):..... ... $600.00 All subsequent submittals: .......... - ...... ... $600.00 (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance) PLEASE NOTE THAT IN ADIMF riON TO T14E ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PtJBLIC RIGHT-OF-WAY. wwwxi.wheatridge.co.us Rev 12,12 located at the above referenced address. Please not the comments checked below NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy, 4. . APPROVED: Tbe Public Works Department has reviewed the submitted material and hereby approves this Pernut Application, subject to the stated requirements and/or attached stipulations, Signature David F. Brossman, P.L.S. Date 5, "/ NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Pe it Application for the stated reason(s): Signature David F. Brossnian, P.L.S. Date 6. Stipulations T 4 , 4 A Drainage, Certification Letter accompanied by As-Built plans from the Engineer-of-Record shall be required prior to the issuance of the Certificate of Occupancy. & NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RFSULTOF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Earthwork • * grade $4.96 Reconditioning& proofrolling — 7.5' wide 0.83 SY $1.97 $1.64 NO i I Vertical i i • ♦ 4 City of - �PrWh&atfl�id ge 0 # 0 T Date: Project Address: Name of Firm Andividual subtrOtting documents: r A/I 3 U. , - . � 1peek- S Signature of Firm Representative or lndMdual: !!9� a duly authorized representative of the agency for review and approval of the project indicated above. Ridge Sanitation District * Clear Ovek Sanitation District * Frukdale Sanitation District * Westridge, Sanitation District * Other Agency Notes: clit Of CITY Of RIDGE BUILD 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p, 303,2351855J 303.237,892,9 0 ! +1 ' M I* ME= S% 4 O a 11 . Lm a duly authorized representative of the f or . approval of the proje i n di cate d ab ove. Ri (Please check one) * Wheat Sanitati * Clear Creek Sanitation Distric D istrict Sanitati O ther Agency totes: s / q I t signature: ° � 4 " fit° Age Repr sentativ ) Signature f Firm Representative or Ind ividu Pennit Submittal, Checklist :1 Property address Vva lo "'1,3 plan, property deed on either new construction, or addition and either al Improvement location certificate or an Improvement Survey Plat. atompleted, original proof ofsubmission form,( ire, wte sanitation)for 14' p mitting1plan review for m 4 # I q WIT1 1 1 1 1 1 1 111 ME [J' tail drawings of other systems and components as necessary to facilitate review. MM I I . 1 I I LM SUBSURFACE INVESTIGATION AND FOUNDATION RECOMMENDATIONS MOM APPROVED Su*d to MeW Inspectiom Wheat Ridge Building Dept ate ed... .... , u . --- .— Plan Checker Uesign < 2 I 701 Park St, Unk E a ' Z Castle Rock, Co 80109 Engineering Phone* 303-688-5151 0 z Fax: 303-660-5243 Inc. (0 uj 0 • (-) www.credesigneng.com SUBSURFACE INVESTIGATION AND FOUNDATION RECOMMENDATIONS MOM APPROVED Su*d to MeW Inspectiom Wheat Ridge Building Dept ate ed... .... , u . --- .— Plan Checker WIN 1 . INTRODUCTION ..................................... ........................................................ 1 2 . GENERAL FINDINGS ............................................................................ 1 3. FOUNDATION RECOMMENDATIONS ........ .................................... 1 3.1 FOOTINGS ....... .......... 2 4. SITE DESCRIPTION & PROPOSED CONSTRUCTION .................................. 2 5. FIELD AND LABORATORY ANALYSIS ......................................................... 2 6. SUBSURFACE CONDITIONS ........................................................................ 3 7. SLAB RECOMMENDATIONS ......................................... ............................... 3 8 . SITE PREPARATION ...................................................................................... 4 9. FOUNDATION BACKFILL ............................................................................... 4 10. SURFACE DRAINAGE ........ ........... .............................................................. 5 11. SUBSURFACE DRAINAGE ........................................................... ................. 5 12 . LIMITATIONS ................................................................................................... 6 DETAILS ....... ---- ..... ....... ............................. ............................... F CRE Design Engineering has completed a site investigation for the subject property at the request of Rhonda Norman. Site investigation results and geotechnical recommendations are included to comply with local requirements and present an appropriate foundation for this site. B 1: (0-27 ft ) SM SAND, silty, loose to medium dense, medium moist to moist, red brown to brown. Ground water was encountered during the investigation at 22 ft below existing grade. With respect to the soil investigation performed at this site, and the intended structure as described by the client named above, the structure may be founded on the following: 1,1141 MINANUIM 12 IME ON Prior to placing concrete, all bearing surfaces must be cleared of loos :Is material, Disturbed material may be re-compacted in place only aft] contacting, and with guidance from this office. 2 The project engineer then reviews field logs and laboratory test results. Subsurface conditions presented in the report represent the results of this investigation b upon drilling, observations, laboratory testing, as well as our experience in the vicinity of the project. Investigations performed on nearby sites may have been considered in these results, A summary of laboratory analysis, boring logs, and laboratory test results are included in Appendices B, C, and D and present specific subsurface conditions and property information. If some movement of a concrete floor slab on grade is not acceptable, finished room areas should be constructed utilizing a structural floor system over a crawl space. Should the owner elect to accept the risks of expansive/consolidating soils and the effects they have on stabs, the following have been shown to be helpful when constructing concrete slab on grade: 3 W MUCH LUNIM-1 I . ISOMMEnglor # Slabs must be appropriately reinforced to resist the anticipated loads as well as the effects of the supporting soils. Floor slabs must also be scored in 2ccordance with the American Concrete Institute (ACI) recommendations in *rder to control cracking of the stab due to shrinkage or other factors. These scMres should • a maximum of 12 feet apart. M iol �- U Backfill placed around the foundation walls should be free of trash and fragments of rock over 6 inches in diameter, soil should be moistened and adequately compacted to help reduce settlement after completion of construction. The top one foot of the backfill material should be relatively impervious. 4 91410*00 The area surrounding the structure should be graded so as to provide adequate drainage away from the structure. This is typically accomplished by utilizing a 10 percent (12 inches in 10 feet) slope down and away from the foundation. Low spots should be filled in order to prevent accumulation and ponding of water near the structure. Surface water running toward the structures from up slope areas should be , V , iverted around and away from the structures by means of drainage swales or *. similar measures. Decorative edging should be constructed to allow water to flow through, around or under the edging and not so as to cause damming of water behind the edging. Sprinkler systems should be constructed so as to keep the area within 5 feet of the structure as dry as possible. Sprinkler heads or other irrigation components should not be placed Mn nor should they release water into, the area that is within 5 feet of the structure. Downspouts and sill cocks must terminate outside of the backfill area of the structure and a minimum of 6 feet from the structure. Downspouts and sill cocks should discharge into splash blocks that extend well beyond the limits of the backfill. The use of lo downspout extensions in-place of splash blocks is advisable, ITATJ A 1;4 M im - * 4 1 L40111 I r. L# ton In order to minimize the chances of water damage to the structure(s), a perimeter drain is required for any habitable spaces below grade built on this site. This drain may daylight to an exterior outfall location or may flow into a sump pit fitted with a pump. If an exterior outfall location is selected, ensure that the drain opening is protected by screen. 5 m A ���� �� w ��, �,, � ���� m.w '� � . 9 o w 0 0 M w z ,(L 0 w w cv C C ( uj C (o C - - ------ -- - ----- Ul) �S'o n cr. 62 Co 6 2 co c: 0 0 CSf 0 .2 CD 0 ca 2 0 -r 0 0 o 0 0 0) 0 0 f Q) 05 0 its en 0 c 0 c M 0 to U) 3: Z,�� to C14 c ~0 (14 04 C C N 0 CN 0 C14 (0 00 co co 07 (Y) Cf) 8 7 00 tl) co Ul> 0 Z U < w ca ca � r r C -, �` �;> �, �,`` lots] N Depth (FT) 3 ^ � e 7 s m 10 n 12 13 15 1m ,r is z` 22 24 25 26 27 28 29 (T) 1011 IT) 16112 '- ^ .. '^ ' , p'~' ,. -` .. .. ^' ,. ^` ^ ^' ' ~ / ^6. - . , .. .. '- , ^^ ` ^- .../,_~ . ' .. .. .. .. .. , [^' �.^. .. . Uesign Inc. I Mime Phow 3D3-68&5151 Fax� 303-WO-5243 ,. �� Design 701 Park St, Unit E z Castle Rock, Co 80109 Phone: 303-68&5151 Engineering U4 D n 0 M 0 z Fax: 303-66a-5243 W 0 Inc. 0) (50 wwwcredesigneng.00rn CUSTOMER NAME: William H. Powell & Rhonda Nom JOB #: 14-5978 JOB ADDRESS: 4110 Upham St, Wheat Ridge DRILL DATE: 7/17/14 Jill BH 2 @ 18 FT SEEK" Swell Consolidation Test 4- Sand, Clayey, Loose to M. Dense, V. Moist to Mo 3 -0.1% Brown, Cate. 2 Consolidation under constant pressure due to wetting 0 0 V 0 t o - 7 T - ----- J 0 C -2 . .11 water d- —4- T- Added --- -4 -5 .. 100 500 1,000 3,000 10,000 100,000 Load (p f1 10,000 SEEK" Sand, Clayey, Loose to M. Dense, V. Moist to Mo -0.1% Brown, Cate. o MIN, maollimplF.AvimsWA ORKM ROOF GUlTEP, DOWN5POLGAND EXTEN510N 5HOULD EXTEND BEYOND GRAVEL OR DARK I'o It to A 11 lili� L RAJ g LAM mi 1 4.0 CON5TRUCT FLOOR-S (5LAB5 t STRUCTURAQ OR BRACE WAIL5 TOP t DOTTOM PKIOK TO DACKFILLING Wl . I-L 5LOPED BACK FILL 10 fop, Ft I (Y-0 DO NOT DIKE W1 50D OR EDGING TOP 12 'WETL-COMPACTED BACKNLL MOUtKATELY COMPACTED 13ACKfILL -DO NOT OVER WET OR PUDDLE WATER, DURING BACKFILL (EE REPORT Fop, CAUTION ON HYDR05TATIC LOADS) -DO NOT ALLOW LARGE MACHINE TRAFFIC DURING BACKFILL UTAH 0FRCES Sandy ECTOR Layton E Y f"I C-3 � r E E R 3 St. George GENERAL STRUCTURAL REVIEW COMMENTS ONLY COMMENT 1: Please use exposure "C" wind criteria within the structural calculations. Refer to structural calculation document; Refer to Structural calculation s document; (Section R301). Response: The drawings and calculations have been revised for wind exposure C. We hope this meets your needs. If you have any questions or require additional inforniation, please contact us at your convenience. Sincerely, VECTOR STRUCTURAL ENGINEERS Ya U067 X Roger T ..lworth, P.E. Principal 'DEC t 0 M4 1 9 38 S State St,,Sw i.e '101 / Sandy, U1 8407C. /T 990-1775 / F(801 / www,vectorse,com C rly (' 6 f /V- I hi bas board S pa ce Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, 600 Btuh/ft Total cooling 0 Btuh 89 ft Actual air flow 0 cf 850 Btuh/ft Air flow factor 0 cfm /Btuh 63 ft Static pressure 0 in H2O Load sensible heat ratio 0 Area Htg load Clg � , Cl AVF {ft) {Btuh) (Bt h low _ {cfm 1140 2127 1770 t Fief n coons p 0 141 1508 54 3 2 30 66 215 5� t tOld ng Cepta 3 78 915 180t� /a 10 163 2190 900 4 at 49 60 976 700 2 38 100 1654 2 96 475 8666 Plan F's- ,, -j39 459 9133 m... 11 191 176 1630 1 566 3 2 86 65 1023 222 2 1 12 144 199 126 0 0 7 56 790 280 1 1 15 207 3474 2064 6 4 113 B Entire House 3814 53651 16215 89 63 886 Other equip loads 0 :quip. @ 1.00 R M 16215 Latent cooling 0 'M C 1104 .4 G/S.C+C4 #t+. dM ren nrs rarrex Walls 12F-Osw� Frm wall vnil ext 1/2" wood shin, r-21 cav ins I 11 In M I I I ITIN IN -in 13011 W&A 0i WA411#2LB 11 111111 E-3 101 M Partitions 12F-Osw: Fr m wall, r-21 cav ins, 112' gypsum board int fnsh, 2"x6" wood frm, 16" o.c, stud VZTtro =0 n 01MVINSTO Mff� 21.0 3.69 Location: 0,66 Indoor- Heating Cooling Fort Collins, CO, US 21.0 lnd! �r temperature (OF) 70 75 Elevation-, 5004 It s Design TD (OF 69 16 Latitude: 41 ON 3817 Relative humily 50 so Outdoor: Heating Cooling Moisture difference (gr/lb) 60A -39.2 Dry bulb (OF) 1 91 Infiltration: 3296 0,065 Daily range 28 (H Method Simplified 2226 Wet bull i 9 Construction quality Semi-tight 123 Wind speed (mph) 15.0 T5 Fireplaces 1 (Semi-tight) 300 0,117 0 Area U-value Insul R Htg HTM Loss C19 HTM Gain Construction descriptions Or 356 s W StuhM-T W-T, 5101fill Ruh Btuh/ftz fth Walls 12F-Osw� Frm wall vnil ext 1/2" wood shin, r-21 cav ins I 11 In M I I I ITIN IN -in 13011 W&A 0i WA411#2LB 11 111111 E-3 101 M Partitions 12F-Osw: Fr m wall, r-21 cav ins, 112' gypsum board int fnsh, 2"x6" wood frm, 16" o.c, stud VZTtro =0 n 1238 0,065 21.0 3.69 4567 0,66 814 e 537 0,065 21.0 4,48 2409 OM 429 s 1051 0,065 21 .0 3.63 3817 0,65 680 W 470 0,065 21.0 3.61 1694 0.64 302 all 3296 0,065 21.0 3,79 12487 0,68 2226 n 348 0.117 0 123 4284 OM 289 a 300 0,117 0 14,1 4233 119 356 s 380 0A17 0 14.1 5361 119 450 W 300 0,117 0 14.1 4233 1.19 356 all 1328 0A17 0 13,6 18110 1,09 1451 374 186 0.065 21,0 190 725 0,97 181 PLINE450:2 glazing, cir low - e outr, air gas, clad wd frets mat, Or n 31 0.350 0 241 749 11.4 353 innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0,30); 6,67 it head ht n 32 0,350 0 24.1 773 11.4 364 e 54 0,350 0 24.1 1304 33,9 1829 s 43 0.350 0 241 1026 181 770 w 40 0.350 0 241 966 33,9 1355 all 200 0.350 0 24.1 4818 23.4 4670 Doors 11 DO: Door, wd so type n 20 0,390 0 26.9 549 916 187 e 41 0,390 0 26,9 1098 9.16 374 S 75 0,390 0 19.6 1464 6,67 499 w 20 0,390 0 26.9 549 916 187 n 20 0,390 0 23.4 477 5,85 119 all 177 0.390 0 23.4 4137 7,72 1366 11JO: Door, ovhd mtl type w 128 0.600 6.3 0 0 0 0 2014-Nov-26 o 09A9:08 wri ghts ' RightSurteV Universal 2015 15,003 RSU1 3854 Page I .-oft HVACkWALTER'$ CUSTOMS\4110 UPHAM STREETrup Calc = MJ8 Front Door faces� N Ceilings 16 -50ad: Attic ceiling, asphalt shingles roof mat, r-50 cell ins, 518' 1570 OMO 50,0 1,36 2132 0,93 1452 gypsum board int fresh Floors 20P-38c: Fir floor, trm fir, 12' thkns, carpet fir frish, r-38 cav ins, 459 0,030 38.0 2.07 950 021 96 gar ovr 21A-32t: dig floor, heavy dry or light damp soil, 8° depth 1140 0.020 0 1,38 1573 0 0 484 OMO 0 0 0 0 0 all 1624 0.020 0 0.97 1573 0 0 2014-Nov-26 09:49:08 wrightsicift' Right-Suit Universal 2015 15,0.03 RSU 13854 Page 2 —oft HVAC\WALTER'S CUSTOMS14110 UPHAM STREET.rup Calc = MJ8 Front Door faces: N y 0 ? Summ • ♦ 4 Rro Weather: Fort Collins, CO, US Da N ov I Entire House By. Beau BrIfton `mk YRs. T$`4Ltu'v Steele EMI. fi 91 5800 S, Nevada Street, Littleton, CO 80120 Phow (3,03) 347-1958 Fax (303) 347-2317 Email: bbritton0steelebros.net Web� wwwsteetebrosheating.com Inside db Pro iedt In formation OF For: Powell Residence 4110 Upham Street, Wheat Rd9e, CO Notes: Calculations are based on the 8th Edition of ACCA Manual J. Units will be selected to meet both Heating and Cooling requirements. Weather: Fort Collins, CO, US /i nter Design Conditions Summer Des Cond Outside db 7 OF Outside db 91 "F Inside db 70 °F Inside db 75 OF Design TD 69 OF Design TIC 16 "F Daily range H Relative humidity 50 % Moisture difference -39 grub Heating Summary Sensible Cooling Equipment Load Sizing Structure 53651 Btuh Structure 16215 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh piping 0 Btuh Equipment load 53651 Btuh Use manufacturer's data Rate y /swing multiplier 1.00 Inf Equipment sensible load 16215 Btuh Method Simplified Latent Cooling Equi pment Load Sizi Construction quality Semi -ti ht Fireplaces 1 (Semi - tight) Structure - .643 Btuh Ducts 0 Btuh Heatin co I* Central vent (0 cfm) 0 Btuh Area (ft 333 32 Equipment latent load 0 Btuh Volume ft 30015 30018 Air thange es/hour 0.28 0.13 OF Equipment total lead 16215 Btuh Equiv. (cfm) 138 65 Req. . total capacity at 0.70 SHR 1,9 tort Heating Equipment Summery Cooling Equipment Summery Make Make Trade Trade Model Mond AHRI ref Coil AHRI ref Efficiency 80AFUE Efficiency 0 SEED Heating input 0 Btuh sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Low output bleb rd 600 Btuhttt Total cooling 0 Btu Total low baseboard 89 ft Actual air flow 0 cf High outpput baseboard 850 Btuhfft hl Air flow factor 0 cfm/Btuh Total baseboard 6 It Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A tarry tit f " Right-Suit Universal 2015 15.0.03 RSU13854 2014-Nov-26 09:49:08 Page 1 ...oft HVAC\WALTER'S CUSTOMS \4110 UPHAM STREET.rup Calc « MJ8 Front Door faces. N .1,� Hour of Day A— AFM O Maximum hourly glazing load exceeds average by 20.1%. House has adequate exposure diversity (AED), based on AED limit of 30%. uvr�i hltC�rft 2014- Nev -25 09:49:08 Right -S.00 Universal 2015 15.0.03 RSU13854 Page 1 .....aft HVACSWALT'ER'S CUSTOMS84110 UPHAM STREET.rup Calc = MJ8 Front Door faces.. N Locati Indoor H eat i ng C Fort Collins, CO, US Indoor temperature (OF) 70 75 Elevati 0 e r ! .* Latitu µ Relative humidity 0 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 60A -392 Dry bulb (T) 1 91 Infiltration: Daily • Wet f Win e • • H ourly • Load Hour of Day A— AFM O Maximum hourly glazing load exceeds average by 20.1%. House has adequate exposure diversity (AED), based on AED limit of 30%. uvr�i hltC�rft 2014- Nev -25 09:49:08 Right -S.00 Universal 2015 15.0.03 RSU13854 Page 1 .....aft HVACSWALT'ER'S CUSTOMS84110 UPHAM STREET.rup Calc = MJ8 Front Door faces.. N Job: 14-24 Flight-JO Worksheet Date: Nov 24, 2014 Entire House By: Beau Britton Steele Bros. Heating Inc. 5800 S. Nevada Street, Littleton, CO 80120 Phone: (303) 347-1958 Fax-. (303) 347-2317 Email: birfittonfthrelebros,net Web: www.steeiebrosheating.com I Room name Entire House BASEMENT 2 Exposed wall 444,5 If 136,0 ft 3 Room height it's ft 10,5 ft heat/cw 4 Room dimensions 3RO x 30,0 ft 5 Room area 3813,5 W 1140.0 ft- Ty Construction U-value Or HTM Area (ft -) Load Area (ft Load number (Bt ft-'F) (Btutvw) or perimeter (ft) (Eltuh) or perimeter (ft) (Btuh) Heat cool Gross N/P/S Heat God Gross WETS Heat cool 6 V6 12F-Osw 0,065 n 3.69 0,66 1290 1238 4567 814 0 0 0 0 PLINE450 0, 350 n 24A5 11,38 31 0 749 353 0 0 0 0 11 DO 0.390 n 26,91 9.16 20 20 549 187 0 0 0 0 158 -8 0, 488 n 12,31 0.83 380 348 4284 289 380 348 4284 289 1 PLINE450 0350 n 24.15 '11.38 32 0 773 364 32 0 773 364 O. 065 a 4.48 0,80 6V 537 2409 429 0 0 0 0 T:t 12F PUNE450 0,350 a 24,15 3187 54 0 13D4 1 V9 0 0 0 0 11070 0,390 e 26.91 9,16 41 41 1098 374 0 0 0 0 IN 15B-00-8 0,488 e 14,11 1,19 300 300 4233 356 300 300 4233 356 w' 0.065 s 3.63 0,65 1168 1051 3817 680 0 0 0 0 T:J 12F PUNE460 0350 s 24,15 18,12 43 0 1026 770 0 0 0 0 0 1107 0.390 a 19,57 6,67 75 75 1464 499 0 0 0 0 W 16B-0c-8 0,488 s 14,11 1,19 380 380 5361 450 380 380 5wi 450 0.065 W 3,61 0.64 658 470 1694 302 0 0 0 0 Ti 12F PLINE450 0350 w 24A5 33,87 40 0 966 M 0 0 0 0 11070 0. 390 w 26,91 5.16 20 20 549 187 0 0 0 0 11j0 0). 600 w 0,00 0.00 128 M 0 0 0 0 0 0 W 156 •8 0. 488 w 14A1 1,19 300 30D 4233 356 300 300 4233 356 P, 12F-0sw 0.065 - 3,90 0,97 206 186 725 181 0 0 0 0 L-D mo 0390 n 23,40 5,85 20 20 477 119 0 0 0 0 C 1613-50ad 0.020 1,36 0,93 1570 1570 2132 1452 0 0 0 0 F 20P-38c 0,030 2,07 0,21 459 459 9W 96 0 0 0 0 F 21A-32t 0,020 138 0.0() 1140 1140 1573 0 1140 1140 1573 0 F 21A-32t 03,0720 0,00 0.0x1 484 484 0 0 0 0 0 0 6 c) AED excursion 0 -127 Envelope loss/gain 44933 11443 204,56 1688 12 a) Infiltration 8718 952 820 90 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 0 230 4 920 0 0 Applianceslother , 29DOI , 0 Subtotal (lines 6 to 13) 5365 I 1 6 215 21276 17777 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 53651 16215 21276 1777 15 Duct loads 0 0 /0 09? 0 0 -0 1 /0 0 0 % 0 0 Total t11 t 51 16215 21276 1777 Bas rd / Cool Air 891 63 8MI 35 5 7 Calculations .s•.• -• • • meet a auirernents • Manual J 8th Ed. 2014-Nov-26 09A9:08 wrightst>ft- Righl-SuitsO Universal 2015 15,003 RSU13854 ",oft HVA0WALTER'S CUSTOMS\4110 UPHAM STREET,rUP Cato = MJ8 Front Door faces: N Page I Ri En jht_J@ Worksheet Job: 14-24 ire House Date; Nov 24, 2014 Be Steele Bros. Heating Inc. By. au Britton 5800 S. Nevada Street, Littleton, CO 80120 Phone; (303) 347-1958 Fax. (303) 347-2317 Ernail. bbritton 0 steeiebros, net Web: www,steelebrosheating,corn I Room name GARAGE BEDROOM 2 2 Exposed wall 66,0 ft 14.0 ft 3 Room height 10,0 ft uncordt, 9,2 It heat/cool 4 Room dimensions 22�O x 22,0 ft 1.0 x 140.5 ft 5 Room area 4A,0 fV 140 ft2 Ty Construction U-vacua Or HTM Area (W) Load Area (W) Load number (Bt ft-°F) (BtLnft or perimeter (ft) (Eftuh) or perimeter (ft) (8tuh) Heat cool Gross N/PIS Heat cool Gross NIPIS Heat Gool 6 %6 12F-Osw 0,065 n 3,69 0,66 220 220 0 0 129 118 531 95 PLINE450 0,350 it 24,15 11.38 0 0 0 0 11 0 254 119 11D0 0,390 n 26.91 9,16 0 0 0 0 0 0 0 0 t__G 158 -OC-8 0488 n 12,31 0.83 0 0 0 0 0 0 0 0 it PLINE4,50 0,350 n 24,15 11.38 0 0 0 0 0 0 0 0 0, 065 a 4,48 0, 80 0 0 0 0 0 0 0 0 tjo 12F PLINE450 0.350 e 24A5 33,87 0 0 0 0 0 0 0 0 11D0 0390 a 26.91 9.16 0 0 0 0 0 0 0 0 IN 15B-Oc-8 O. e 14,11 1,19 0 0 0 0 0 0 0 0 12F-Osw 0, 065 a 3,63 0.65 22D 200 0 0 0 0 0 0 T__ PLINE450 0. 350 s 24,16 18,12 0 0 0 0 0 0 0 0 11DO 0,390 s 19,57 6,67 20 20 0 0 0 0 0 0 w 158 -8 0.488 s 14,11 1.19 0 0 0 0 0 0 0 0 12F-Osw Q065 w 3.61 0,64 220 92 0 0 0 0 0 0 PLINE450 0. 350 w 24.15 33.87 0 0 0 0 0 0 0 0 11DO 0. 390 w 26.91 9,16 0 0 0 0 0 0 0 0 11j0 0,600 w 0.00 0.00 128 128 0 0 0 0 0 0 W 158-Oc-8 0, 488 w 14,11 1.19 0 0 0 0 0 0 0 0 R 121 0,066 - 3,90 OW 0 0 0 0 101 '101 396 99 L�D 1166 0390 n 23.40 6.85 0 0 0 0 0 0 0 0 C 16B-50ad 0,020 1,36 0,93 25 25 0 0 0 0 0 0 F 2OP-38c 0. 030 Z07 0.21 0 0 0 0 0 0 0 0 F 21A-32t 0.020 1,38 0.00 0 0 0 0 0 0 0 0 F 21A-32t 0. 02D 0,00 0.00 484 484 0 0 0 0 0 0 6 of AED excursion 0 1 .39 Envelope loss/gain 0 0 1179 274 12 a) infiltration 0 0 329 36 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 0 230 0 01 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 0 0 15GS 540 Less external load 0 0 0 0 Less transfer 0 0 0 0 RedstdWion 0 0 0 0 14 Subtotal 0 0 1508 540 15 Duct toads 0% f tv"o 1 0 ___ 0 -0 0 0 0 Total room toad T_=0 0 1 0 F r�np RAn LowlHigh Baseboard / Cool Air 0 O 1711111112111111 2014-Nov-26 09�49 wrightsoft- Right-Sufte@ Universal 2015 15,003 RSU13854 Page 2 _oft HVAC\WALTER'S CUSTOMS\4110 UPHAM STREET.rup Calc = MJ8 Front Door faces: N Right -JET Worksheet Job: 14 -24 Entire House Date. Nov 24, 2014 Steele Bros, Heating Inc. B: eau rfttotl 51106 S. Nevada Street, Littleton, CO 80120 Phone: (363) 347 -1953 Fax: (303) 347.2317 EmaiL tibrittan steelebrras.net Web: www.sleelebrosheating.com 1 Room name BATH 2 MASTER BATH 2 Exposed wall 0 If 12,0 ft 3 Rom height 9.2 it heat /cool 9.2 It heat/CCKA 4 Room dimensions 11,0 x 6.0 ft 12.0 x 6,5 ft 5 Room area 66.0 ftz 76,0 f? Ty Cortstruction U- valrse Or NTM Area (W) Load Area gV1 Load number (BtutVft (6t Et or perimeter (ft) (Btuh) or Perimeter (it) (Staab) Neat F cool Grass N1P #S Neat Cool Cross NJPfS Neat cool 6 16 12F -0sw 0,065 n 3,69 0,66 0 0 0 0 110 103 464 83 PLINE450 0,350 n 24.15 11,38 0 0 0 0 7 0 169 80 1110 O. 390 n 26.91 9.16 0 0 0 0 0 0 0 0 156 -OC -8 0 488 n 12.31 0,83 0 0 0 0 0 0 0 0 19 " PLINE450 0.350 n 24.15 11,38 0 0 0 0 0 0 0 0 12F -0sw 0.066 e 4.48 0160 0 0 0 0 0 0 0 0 Pl..INE450 0.350 e 24.15 33.87 0 0 0 0 0 0 0 0 1100 0.390 e 26,91 9.16 0 0 0 0 0 0 0 0 1N 1SB-{ -8 0A88 e 1441 1.19 0 0 0 0 0 0 0 0 w 0.065 s 3.63 0.65 0 0 0 0 0 0 0 0 TtD 12F PLINE45€7 0,350 s 24.15 18.12 0 0 0 0 0 0 0 0 11DO O. 390 s 19.57 6.67 0 0 0 0 0 0 O 0. 15B -Oc -8 0,488 s 14.11 1.19 0 0 0 0 0 0 0 0 1 F-Osw O. 065 w 3.61 0:64: 0 0 0 0 0 0 0 0 PLINE450 0,350 w 24,15 33,87 0 0 0 0 0 0 0 0 1110 0.390 w 26.91 9,16 0 0 0 0 0 0 0 0 11J0 O. 600 w 0.00 0.00 0 0 0 0 0 0 0 0 W 15B -Oc -8 0.488 w 14.11 1,19 0 0 0 0 0 0 0 0 P 12F 0,065 - 3.90 0.97 56 55 215 54 0 0 0 0 11070 O.390 rr 23.40 5.85 0 0 0 0 0 0 0 0 C 1613-50ad 0,020 - 1.36 0.93 0 0 0 0 0 0 0 0 F -38c O. 030 2,07 0.21 0 0 0 0 0 0 0 0 F 21A -3t 0.07 - 1.38 0,00 0 0 0 0 0 0 0 0 F 21A 0. 020 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AEl3 excursion 4 -13 Envelope loss /gain 215 50 633 149 12 a) Infiltration 0 0 282 31 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants 0 230 0 0 0 0 Appilances /other 0 0 Subtotal (fines 6 to 13) 215 5 0 915 180 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 6 14 Subtotal 215 50 915 180 15 Duct toads 4)% 0% 0 0 -0°ra 0° ✓0 0 0 Total room load 215 50 915 180 LowlHigh Baseboard f Cool Air 1 01 Of 31 2 1 10 Calculations Approved by ACCA to meet all requirements of Manual J 8th Ed, wrightsoft 2014-Nov-26 09A9:08 r /� h �+f - �f+� lh + J 'a. rye} 0 q '�G' Steele Bros. Netting Inc. By: Beau Britton 5800 S. Nevada Street, Littleton, CO 801120 Phone: (303) 347 -1358 Fax. (303) 347 -2317 Email: bbritton steelebros.net Webs www.steelebrosheating.com 1 Room name MASTER BEDROOM MUG ROOM 2 Exposed wati 24,0 ft 8.0 ft 3 Room height 9.2 ft heat /coot 9,2 ft heat /coot 4 Room dimensions 1.0 x 162.8 ft 7.5 x 8.0 ft 5 Room area 152.8 ft 60.0 ft Calculati .err -d U ACCA to meet all rgquirements of Manual J 8th Ed, 2014-Nov-26 09:49:08 wrightsoft- Right-Sufte@ Universal 2015 1&003 RSU13854 Page 4 -Oft HVAC\WALTER'S CUSTOMS\41 10 UPHAM STREETrup Cate = MJ8 Front Door faces: N Ty Construction U-value Or HTM Area (ft 0 Load 14 Area (W) Load 2190 9w number 976 (StWft-'E) 151 (Rtutvf2 I or perimeter (ft) (Rtuh) of or perimeter (ft) (Stub) 0 Total roorn load 21R) 9 Heat cool Gross NIP /S Heat LolHigh Baseboa f Cool Air cool Gross N /P /S Heat Cool 6 V6 12F w 0.065 n 3.69 0,66 110 1011 455 81 0 0 0 0 PUNE450 0.350 n 24.15 11.38 9 0 217 102 0 0 0 0 11 D0 O. 390 n 26,91 9,16 0 0 0 0 0 0 0 0 158 - Oc - 8 0.488 n 12.31 0.83 0 0 0 0 0 0 0 0 11 PLINE450 0,350 n 24.15 11.38 0 0 0 0 0' 0 0 0 12F w 0.065 e 4.48 0.80 110 90 404 72 74 53 239 43 PUNE450 0.350 e 24,155 33,87 0 0 0 0 0 0 0 0 11 0,390 e 2691 9.16 20 20 649 187 20 20 549 187 w 15B -0fe -8 0.488 e 14.11 1.19 0 0 0 0 0 0 0 0 12F w s 3,63 0.55 0 0 0 0 0 0 0 0 PLINE460 0A50 s 24.15 18.12 0 0 0 0 0 0 0 0 11D0 0,390 s 19.57 6V 0 0 0 0 0 0 0 0 IN 158 -Oc -8 0A88 s 14.11 1.19 0 0 0 0 0 0 0 0 12 = -0sw O. 065 w 3.61 0,64 0 0 0 0 ` 0 0 0 0 PLINE450 O. 350 w 24.15 3187 0 0 0 0 0 0 0 0 11100 0. 390 w 26.91 9.16 0 0 0 0 0 0 0 0 11m.P0 0,600 w 0.00 0,00 0 0 0 0 0 0 0 0 w 158 -fc -8 0A88 w 14.11 1,19 0 0 0 0 0 0 0 0 P 12F-Osw 0. - 3.90 0.97 0 0 0 0 0 0 0 0 11 D0 0.390 n 23.40 5.85 0 0 0 0 0 0 0 0 C 168 -50ad 0,020 1.36 0,93 0 0 0 0 0 0 0 0 F 2OP-38c 0,03D 2.07 0,21 0 0 0 0 0 0 0 0 F 21A -321 0,02D 1.38 0.00 0 0 0 0 0 0 0 0 F 21A- 0. 0:00 0.070 0 0 0 0 0 0 - 0 0 6 c) AEG excursion -64 5p Envelope loss/gain 1625 378 788 179 12 a) tnfittration 565 62 188 21 b) Room ventilation 0 0 0 0 13 Internal rlatns, Occupa 0 230 2 460 0 0 Appliances/ other 0 Soo Subtotal (lines 6 to 13) 2190 900 976 Less external load 0 0 0 0 Less transfer 0 0 0 0 Calculati .err -d U ACCA to meet all rgquirements of Manual J 8th Ed, 2014-Nov-26 09:49:08 wrightsoft- Right-Sufte@ Universal 2015 1&003 RSU13854 Page 4 -Oft HVAC\WALTER'S CUSTOMS\41 10 UPHAM STREETrup Cate = MJ8 Front Door faces: N Redistribution 0 0 0 0 14 Subtotal 2190 9w 976 700 151 Duct loads -0 0 0 of -0 °le 0-/.l 0 0 Total roorn load 21R) 9 700 LolHigh Baseboa f Cool Air 4 3 49 2 1 38 Calculati .err -d U ACCA to meet all rgquirements of Manual J 8th Ed, 2014-Nov-26 09:49:08 wrightsoft- Right-Sufte@ Universal 2015 1&003 RSU13854 Page 4 -Oft HVAC\WALTER'S CUSTOMS\41 10 UPHAM STREETrup Cate = MJ8 Front Door faces: N Right-JO Worksheet Job: 14-24 ' f Entre House Steele Bros. Heating Inc. Date; Date: Nov 24, 2014 Beau Britton 5800 S. Nevada Street, Littleton, CO 80120 Phone: (303) 347-1958 Fax (303) 347-2317 Email: bbritton@steeiebros, net Web: www.steelebrosheating.coni I Room name KITCHEN GREAT ROOM 2 Exposed wall 20,0 It 36,0 ft 3 Room height 10,0 ft heaticool IT4 It heat/cool 4 Room dimensions 10.0 X 10.0 it 1.0 x 474,8 it 5 Room area 100,0 ftl 474,8 ft? Ty Construction U-value Or HTM A rea (11 Load Area (ft 2 ) Load rs.irriber (Eituhdt (Btuwft or perimeter (it) (Btuh) or perimeter (ft) (Brun) Heat Cool Gross NIPS Heat coot Gross N/PIS Heat Cool 6 %6 12F 0,065 n 3,69 0.66 0 0 0 0 0 0 0 0 PLINE450 0,350 n 24,15 11.38 0 0 0 0 0 0 0 0 11 DO 0. 390 n 26.911 9,16 0 0 0 0 0 0 0 0 15B-oc-8 0.488 n 12,31 0,83 0 0 0 0 0 0 0 0 11 PLINE4,50 0. 35() n 24,15 11,38 0 0 0 0 0 0 0 0 0,065 a 4,48 0.80 100 88 392 70 84 84 377 67 t:t 12F-Osw PLINE450 0_' a 24.15 33,87 13 0 302 423 0 0 0 0 1103 O e 26.91 9,16 0 0 0 0 0 0 0 0 W 158 -8 0,488 e 14.11 1,19 0 0 0 0 0 0 0 0 0.065 S 3.63 0.65 100 100 448 80 584 521 2337 417 TJ 12F-Osw PLINE450 0.350 s 24,15 18,12 0 0 0 0 43 0 1026 770 O 11DO 0.390 s 19,57 6,67 0 0 0 0 20 20 549 187 W 15B-OC-8 0. 488 s 14,11 1,19 0 0 0 0 0 0 0 0 12F-Osw 0. 065 w 3,61 0,64 0 0 0 0 144 124 554 99 PLINE450 O, 350 w 24A5 33W 0 0 0 0 0 0 0 0 11D0 O w 26.91 9,16 0 0 0 0 20 20 649 187 11,10 0. 600 w 0.00 0.00 0 0 0 0 0 0 0 0 W 15B-oc-8 0,488 w 14,11 1,19 0 0 0 0 0 0 0 0 R 12F 0,065 - 3:90 OW 0 0 0 0 so 30 116 29 L—D 11D0 0. 390 n 23.40 5.85 0 0 0 0 20 20 477 119 C 168-50ad 0.020 1.36 0.93 0 0 0 0 438 438 604 411 F 2OP-38c 0.030 2.07 0.21 0 0 0 0 0 0 0 0 F 21A-32t 0.020 1.38 0,00 0 0 0 0 0 0 0 0 F 21A-32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6, of AEG? excursion -69 35 Envelope loss/gain 1143 9 2321 12 a) Infiltration 512 56 2077 227 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 230 0 01 0 0 Appliances/other 1200 0 Subtotal (lines 6 to 13) 1654 1760 8666 2548 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1654 1760 8666 2548 15 Duct toads -0*/* 0 0 0 _0016 0% 0, 0 Total room load 1654 1760 I - 86661 2WI I LowlHigh Baseboard / Cool Air 3 2 96 141 10 139 Irglewssffing: - Wig �11 I wrightsoft- Right-Suite@ Universal 2015 15,0,03 RSU13854 2014-Nov-26 09:49�08 ArMk .,oft HVAC\WALTER'S CUSTOMS\4110 UPHAM STREET.rup Cate - MJ8 Front Door facesz N Page 5 Right-j@ W orksheet Job 14-24 Entire Right -J@ Date: Nov 24,2014 Steele Bros. Heating Inc. By: Beau Brftton 5800 S. Nevada Street, Littleton, CO 80120 Phone: (303) 347-1958 Fax: (303) 347-2317 ErnaW Wilton 0 steelebros, net Web; wwwsteelebroshealing,com I Room name ------- -- -- LIVING ROOM KITCHEN 2 2 Exposed wall 71.0 it 11.0 it 3 Room height 12.0 ft heat/cool 12.0 It heat/cool 4 Room dimensions 1,0 x 459,0 If 11,0 x 16,0 It 5 Room area -- ---------- ----- 459,0 ft2 176.0 ft Ty Construction Li-value Or HTM Area (W) Load Area (W) Load number (BtWft-F) (Btuwft or perimeter (ft) (Fitch) or perimeter (ft) (8tuh) Heat Corti Gross N/PIS Heat Cons Gross N/P/S Heat COCA 6 12F-0sw 0,065 n 3,69 0.66 264 264 1184 211 132 112 501 89 PLINE450 0.350 n 24,15 11.38 0 0 0 0 0 0 0 0 11D0 0. 390 n 26,91 9.16 0 0 0 0 20 20 549 187 t-- 158 -0c-8 0.488 n 12,31 0,83 0 0 0 0 0 0 0 0 if PLINE450 0,350 n 24,15 11.38 0 0 0 0 0 0 0 0 12F-0sw 0. 065 a *48 0,80 30 30 135 24 0 0 0 0 PUNE450 0.350 a 24,15 33.87 0 0 0 0 0 0 0 0 11D0 0. 390 e 26,91 3.16 0 0 0 0 0 0 0 0 w 158-()C-8 O. 488 e 14,11 119 0 0 0 0 0 0 0 0 0,065 s 3,63 0,65 264 230 1032 184 0 0 0 0 T:J 12F•0sw PUNE450 0. 350 s 24,15 18,12 0 0 0 0 0 0 0 0 D 11010 0, 390 a 19,67 6,67 34 34 915 312 0 0 0 0 W 15B-Oc-8 0.488 s 14,11 1,19 0 0 0 0 0 0 0 0 12F 0.065 w 3,61 0,64 294 254 1139 203 0 0 0 0 PLINE450 0. 350 w 2*15 33,87 40 0 966 1356 0 0 0 0 11D0 0.390 w 26,91 9,16 0 0 0 0 0 0 0 0 11j0 0.600 w 0.00 0100 0 0 0 0 0 0 0 0 w 15B -0c-8 0.488 w 14.11 1,19 0 0 0 0 0 0 0 0 P 12F 0,065 - 190 0.97 0 0 0 0 0 0 0 0 L–D iiDd 0.390 n 23,40 5.85 0 0 0 0 0 0 0 0 C 168 -50ad 0,020 1.36 0,93 459 459 633 431 176 176 243 165 F 2OP-38c 0. 03D 2,07 0,21 459 459 950 96 0 0 0 0 F 21A-& 0,020 1,38 O-( D 0 0 0 0 0 0 0 0 F 21A-32t 0,020 0,00 0.00 0 0 0 0 0 0 < 0 0 6 1 c) AED excursion 446 -112 Envelope loss/gain 6954P3262 1 1 292 - 12 a) Infiltration 2179 238 338 37 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 0 230 0 0 01 0 . .. ....... Apphancesloftr ------ 0 ------- 1200 Subtotal (lines 6 to 13) 9133 3500 1630 1566 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 9133 3500 1630 1566 15 Duct to 0% 0% 0 0 076 0%, 0 0 Total to= laid 9133 1 '11 11 LowlHigh Baseboard / Gool Air 151 11 .. '91L !! 31 2 861 Calculations apRroved U,ACCA to meet all re guirements of Manual J 8th Ed wr19htsrt>ft 2014•Nov-26 W49:08 Right-Surte@ Universal 2015 15,0 ,03 RSU13854 "oft HVAC\WALTER'S CUSTOMS\4110 UPHAM STREETrup Cale = MJ8 Front Door faces: N Page 6 = rkJ@ osheet Job: 14-24 �G House gates Nov 4, 2014 Steele Bras. Heating Inc. By: Beau Britton 5800 S, Nevada Street„ Littleton, CO 80120 Phone: (303) 347 -1858 Fax: (3€13) 347.2317 Email: bbritton steetebros. net Web: wwwsteelebrosheating,com 9 Room name BATH 4 LOFT 2 Exposed wall 10.o ft 0 ft 3 Room height 12.4 ft /cool 12.0 ft heat/cool 4 Room dimensions 10,0 x 6.5 ft 1.0 x 144,0 ft S Room area 65.0 W 144.0 ftz Ty Constn xt on U -value Or HTM A (ft� Lead Area (W) Load number (BtuWft- PUMP) or perimeter (ft) (Btuh) or perimeter (ft) '. (Btuh) Hoot Cod Gross N}P/S Heat coot Gross NIPfS Heat cool 6 1F w O. 065 n 3.68 0.66 120 116 518 92 0 0 0 0 PLINE460 0350 n 24,15 11.38 5 0 109 51 0 0, 0 0 11130 0,390 n 26.91 9.16 0 0 0 0 0 0 0 0 158 •8 0.488 n 12.31 0,83 0 0 0 0 0 0 0 0 11 PLINE450 0,350 n 24.15 11.38 0 0 0 0 0 0 0 0 12F -Osw 0,065 e L48 0,80 0 0 0 0 0 0 0 0 PLINE450 0.350 e 24.15 33.87 0 0 0 0 0 0 0 0 11DO 0.390 e 26.91 9.16 0 0 0 0 0 0 0 0 w 15B-OC-8 0,488 e 1411 119 0 0 0 0 0 0 0 0 12F-Osw 0.065 s 163 O.65 0 0 0 0 0 0 0 0 PLINE450 0,350 s 24.15 16,12 0 0 0 0 0 0 0 0 11f30 0,390 s 19.57 6.67 0 0 0 0 0 0 0 0 158 -C -8 0.468 s 14.11 1.19 0 0 0 0 0 0 0 0 12F -0sw 0.065 w 3.61 0.64 0 0 0 0 0 0 0 0' PLINE450 O. 350 w 24.15 :33.87 0 0 0 0 0 0 0 0 11010 O. 390 w 26,91 4.16 0 O 0 0 0 0 0 0 11 ,10 OMO w 0100 0,00 0 0 0 0 0 O 0 0 Val 158 -Oe -8 0,488 swr 94.11 1.19 0 0 0 0 0 0 0 0 P 12F-Osw 0. - 3.90 0,97 0 0 0 0 0 0 0 0' mo O. 390 n 23,40 5,85 0 0 0 0 0 0 0 0 C 168- (1020 1.36 0.93 65 65 90 61 144 144 199 135 F 20P-38c lCr030 2:07 0.21 0 0 0 0 _ 0 0 0 0 F 21A -32t 0,020 - 138 0.00 0 0 0 0 0 0 0 0 F 21A -32t OVO OM OM 0 0 0 0_, 0 0 O 0 6 c) AED excursion -16 9 Envelope loss/gain 716 189 , 199 126 12 a) Infiltration 307 34 0 0 b) Room ventilation 0 0 0 0 13 Internal pains: Occupants @ 234 0 0 0 0 Appliances /other 0 0 Subtotal (tines 6 to 13) 1023 222 199 126 Less external load O 0 0 0 Less transfer 0 0 0 0' Redistribution 0 0 0 0 14 Subtotal 1023 222 199 126 15 Duct ! w0 0 %0 0 0 -0% 0 0 0 Total room load 1023 222 199 1'26 LowlHigh Baseboard t Coot Aar 2 1 12 0 0 ', 7 Calculations ae2roved Ly ACCA to mee t , all re uirements of Manual J 8th Ed, vvr thtPt" 2014- Nov -26 09;43.48 Right-Sufte@ Universal 2015 15.0.03 RSU13854 Page 7 oft HVACIWALTER'S CUSTt3MSl4110 UPHAM STREET.rup Cato - MJ8 Front Door faces: N C � Right (D Works hhet Job: 14-24 Date. Nov 24, 2014 Entire House B Beau Brftton Steele Bros. Heating Inc. 5800 S. Nevada Street, Littleton. CO 80120 Phone: (303) 347-1958 Fax (303) 347-2317 Email: Wiltone stee €ebros. net Web: www, steelebrosheating. con) I Room name BATH 3 BEDROOM 3 2 E xposed wall 7,5 ft 29.0 ft 3 Room height 12.0 ft heat/cool 12.0 ft heaYcool 4 Room dimensions T5 x 7,5 ft 1,0 x 2973 ft 5 Room area 56,3 W 207.3 ft Ty Construction U-value Or HT M Area (tt� Load Area (W) Load number (BtutVft- (Blubtftcl or perimeter (ft) (Eltuh) or perimeter (ft) (Blob) Heat Cool Gross N/PIS Heat Cool Gross NIP/S Heat Cool 6 \6 12F-Osw 0,065 n 3,69 0.66 0 0 0 0 204 204 916 163 PLINE450 0,350 n 24, 11,38 0 0 0 0 0 0 0 0 11DO 0,390 n 26,91 9.16 0 0 0 0 0 0 0 0 t--G 15B-0c-8 0.488 n 12,31 0,83 0 0 0 0 0 0 0 0 11 PLINE450 O.350 n 24,15 11.38 0 0 0 0 0 0 0 0 12E 0, 065 a 4,48 0.80 90 86 386 69 144 107 478 85 PUNS 450 0,350 e 24A5 33.87 4 0 97 M 38 0 906 1270 11170 0,390 a 26,91 9,16 0 0 0 0 0 0 0 0 w 158 -oc-8 0,488 a 14,11 119 0 0 0 0 0 0 0 0 0. 065 s 3,63 0.65 0 0 0 0 0 0 0 0 T:J 12F-Osw PUNE450 0, 350 s 24,15 18.12 0 0 0 0 0 0 0 0 D 11100 0. 390 a 19,57 6.67 0 0 0 0 0 0 0 0 w 158 -8 0,488 a 94.11 1,19 0 0 0 0 0 0 0 0 12F-Os 0 065 w 3,61 0,64 0 0 0 0 0 0 0 0 PLINE450 01350 w 24A5 33W 0 0 0 0 0 0 0 0 ITDO 0,390 w 26,91 9,16 0 0 0 0 0 0 0 0 11jo 0.600 w 0.00 0.00 0 0 0 0 0 0 0 0 w 15B-0c-8 0,488 w 14,11 4.79 0 0 0 0 0 0 0 0 P 12F 0. 065 - 3.90 0.97 0 0 0 0 0 0 0 0 L—D 11DO 0390 n 2140 6.85 0 0 0 0 0 0 0 0 C 168-50ad 0,020 136 0.93 56 56 78 53 207 207 286 195 F 2OP-38C 0,030 2.07 0,21 0 0 0 0 0 0 0 0 F 21A-32t 0,020 1,38 0,00 0 0 0 0 0 0 0 0 F 21A-32t 0,020 0,00 0.00 0 0 0 0 0 0 0 0 6 c) AEC excursion 1 .2 1 241 E nvelope loss/gain 560 255 2584 1737 12 a) Infiltration 230 25 890 97 b) Roorn ventilation 0 0 0 0 13 internal gains: Occupants @ 230 0 01 1 230 Applianceslother 0 0 Subtotal (lines 6 to 13) 790 280 3474 20641 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 790 280 3474 2064 15 Duct loads 1 -0 1 0 0 0 •O /o 0 0 0 Total room bad I I 1 3474 2064 LowlHigh Baseboard Cool Air I 15 61 4 113 Calculations Eeroved � ACCA to meet all requirements of Manual J 8th Ed. 2014-Nov-26 09A9�08 - fk wrightsoft- Right-Suite@ Universal 2015 15.003 ASU13854 Page 8 —oft HVAC\WALTER'S CUSTOMS\4110 UPHAM STREET'rup Catc = MJ8 Front Door faces: N imam Loads for Multiple Orientations Job: 14-24 is Entire House Date- Nov24,2014 By: Beau Britton Steele Bros. Heating Inc. , Sensie bl Load (Btuh) 1215 6 16866 16551 1 6 9731 1 • 353 5800S, Nevada Street, Littleton, COSD12OPhom (303) 347-1958 Fax:(303)347-2317 Emai�:bb6tton*steefebros,netWeb�www,steelebrosheating,com 16793 �i Latent Load (Btuh) 0 0 For: Powell Residence ------------ '' 0 4110 Upham Street, Wheat Ridge, CO Total Load (Btuh) 16215 16866 16551 16973 1 Location: 17057 Indoor: Heating Cooling Fort Collins, CO, US 88♦ Indoor temperature (OF) 70 75 Elevation: 5004 1 t 886 Design TD (OF) 69 16 Latitude: 41 oN Cooling AVF (cfm) L Relative humidity 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 60A -392 Dry bulb (OF) 1 91 Infiltration: Daily range (OF) - 28 (H Wet bulb (OF) 59 Wind speed (mph) 15O Z5 imam , Sensie bl Load (Btuh) 1215 6 16866 16551 1 6 9731 1 • 353 �1 �7057�� 1 6457 16793 �i Latent Load (Btuh) 0 0 0 0 i 0 '' 0 01 Total Load (Btuh) 16215 16866 16551 16973 1 16353 17057 1645T� 16793' 'Heating AVF (cfm) 88♦ 88• 88• 886 886 886 886 OUR 88• Cooling AVF (cfm) L 886 ii 922 904 927 8941 932 899, 9 918 W.M. Current Orientation: Front Door faces North Highest Cooling Load: Front Door faces Southwel Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2014-Nov-26 ft wrightsoft, pight-SuiteO Universal, 2015 15,003 RSU13854 Page I o ft HVAC\WALTER'S CUSTOMS\41 10 UPHAM STREET.rup Cato = MJ8 Front Door facm N �; . ;� f's, i ,�l Maim Floor + wrightSOft Right-SuiteO Universal 2015 15.0,03 RSU13854 —oft HVAC\WALTER'S CUSTOMS\41 10 UPHAM STREET.rup Calc = MJ8 Front Door faces: N -Z 2014-Nov-26 09:4910 Page 1 Duct System Summary Job. 14-24 Entire House Date: Nov 24, 2014 By: Beau Britton Steele Bros. Heating Inc. 5800 S, Nevada StrW, LittWon, CO 80120 Phone: (303) 347-1958 Fax (303) 347-2317 Email: bbriltonO steelebros net Web: wwwsteelebrosheating,corn I 111111 11 111 1 11 111 11 111 1 1 1 1 1 1 1 1 1 1111 11111111111 For: Powell Residence 4110 Upham Street, Wheat Ridge, CO Cooling Heating External static pressure 0 in H2O 0 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0 in H2O 0 in H2O Supply / return available pressure 0.00010. in H2O OMO 0.000 in H2O Lowest friction rate 0 in/100ft 0 in/100ft Actual air flow 0 cfm 0 cm Total effective length (TEL) 0 ft + wrightSOft Right-SuiteO Universal 2015 15.0,03 RSU13854 —oft HVAC\WALTER'S CUSTOMS\41 10 UPHAM STREET.rup Calc = MJ8 Front Door faces: N -Z 2014-Nov-26 09:4910 Page 1 Compliance: 4.3% Better Than Code Maximum Uk 368 Yok The % Better or worse Than Code Index reflects how close to compliance the house is bas it DOES NOT provide an estimate of energy use or asst relative to a minimum •code home. Ceiling 1: Flat Ceiling or Scissor Truss RES che ck Software Ve C�J( Compliance 0.0 Certificate 29 Ceiling : Cathedral Ceiling 466 Project Powell Residence Energy Code: 2009 IECC 694 Location: Wheat Ridge, Colorado 1 0 Construction Type: Single Project Type: W heat Ridge 8 Pa 11 New Construction Conditioned Floor Area: 2,744 ft2 Glazing Area Climate Zone: 9% 5 (6158 llll) ICI Permit mate: 270 ATE 4 rrBtit: tlrtC Permit Number: 0.057 pf and rlrsit or P at of s, sp ec ifi cations �t rr�at steal not be a p r; tor, of 8 ' f provisjo t approval of, Violation o Construction Site: Owner /Agent: sowing o ave�l mOrdi 4110 Upham St Wheat Ridge, C€JFalf' , �f vaota$t or can cel pity ar of i p ode r Other or di Y to v of the provisions ; f the 0330 h, Compliance: 4.3% Better Than Code Maximum Uk 368 Yok The % Better or worse Than Code Index reflects how close to compliance the house is bas it DOES NOT provide an estimate of energy use or asst relative to a minimum •code home. Ceiling 1: Flat Ceiling or Scissor Truss 1,125 48.0 0.0 0.026 29 Ceiling : Cathedral Ceiling 466 48.0 0.0 0,022 10 Mall 1: Wood Frame, 16" D.C. 694 21.0 0.0 0.057 38 Window 1: Vinyl Frame :Double Pane with tow -E 11 0330 Door 1: Glass 20 0,330 7 Wall 2: Wood Frame, 16" o.c. 270 21.0 0.0 0.057 12 Window 2: Vinyl Frame :Double Pane with Low -E 11 0330 4 Door 2: Glass 20 0.330 7 Door 3: Blass 20 0330 7 Wail 3: Wood Frame, 16" D.C. 342 21.0 0.0 0.057 18 Window 3: Vinyl Frarme:Double Pane with Low -E 8 0,330 Window 4: Vinyl Frame :Double Pane with Low -6 6 0.330 2 Window 5: Vinyl Frarne :Double Parse with Low -E 10 0330 3 Wall 4: Wood Frame, 16" ox. 270 21.0 010 0.057 1 Door 4: Solid 20 0330 7 Door 5: Solid 20 0330 7 Wall 5: Wood Frame, 16" ox. 315 21.0 0.0 0.057 16 Window 6: Other 3 0330 1 Project Title: Powell Residence Report date: 09122/14 Data filename: C: \\Powell Rescheck.rck Pagel of 2 12 0.330 4 12 0,330 4 12 0.330 4 304 21.0 0,0 0M7 16 4 0.330 1 20 0.330 7 66 21,0 Ob 0.057 4 152 21.0 0.0 0.057 7 9 0,330 3 9 0.330 3 9 0,330 3 21 21.0 0.0 0M7 1 7 21.0 0,0 0,057 0 64 21.0 O'o 0M7 2 28 0,330 9 7 21.0 0.0 0M7 0 21 21.0 0,0 0,057 1 315 21,0 0.0 0M7 18 342 0.0 10,0 0M7 19 270 0.0 10,0 0,057 15 342 0.0 MO 0.057 18 16 0.330 5 16 0,330 5 270 0.0 MO 0M7 15 Name - Title Signature Date Project Title: Powell Residence Report date: 09/22/14 Data filename: CA\Powell Rescheck.rck Page 2 of 2 Y ECTOR E r G i n E F- R, s [EM NOTE: The valculations presented in this package are intended for a single use at the oca ion inc I client listed above, T ease calculatim? t An t reproduced, reused, card filed" I Od"[V or altered in any wa withouAk;;;i"s4w*ft#** UTAH OFFICES Sandy St, George of Vector Structural n ce P ginrs, C. ce S' Wh9at Rlkd*p Building DeA D**. Checker Sign .row. ...... __ .. � Sandy,UT84070/T j801)99(. t BO1199, 1776/uvww,vectorse,com PROJECT NO.: U1695-003-141 DESIGNED: KAW 'ECTOR DATE: 10130114 CHECKED:BDV E n G & rl E IF R S PROJECT- Powell Residence SUBJECT: CRITERIA Code: Structural design is based upon the International Building Code, 2006 Edition Risk Category: If §�n_OwLoad' Ground Snow Load, p. (psf): 30 Snow Factor, I I Flat Roof Snow Load, p (pso 1 Sloped Roof Snow Load, p, (psi): 21 LLy �oads, Roof Live Load (psi): 20 Floor Live Load (psi): 40 General Notes: foundation 1 Concrete: r i WEMIM LA C a z CL 0 z U— CC 0 0 —J ;— UL �— 0 U) t cr CM Q c) r 1 mr-mcm z a_ (D z LL 0 C\l 0 CY) Ir CY) EIK-] 0 "A NE333M z CL T- w X CO cc 0 0 —J ;— U- C\j cr Q i (Y) I I PROJECT: Powell Residence SUBJECT: GRAVITY LOADS ROOF pitch loading ROOF PITCH112 9 ASPHALT SHINGLES 5.00 1,25 4,00 112"PLYWOOD 1,88 1,25 1,50 FRAMING 3,00 INSULATION 2.00 112" GYPSUM CLG. 2,20 M, E & MISC 2.30 OTHER 0.00 DL 1638 LL 20.00 SNOW 21.00 SNOW INCLUDED IN LATERAL 0,0 2ND FLOOR (WHERE OCCU EXTERIOR WALL$ STUCCO/SIDING 150 0 FRAMING W1 3 PLATES 1,30 INSULATION 1,00 112" GYPSUM 2.20 1/2" PLYWOOD 1.50 OTHER 0.50 DL %oo OVERFILL ASPHALT SHINGLES 4.00 112" PLYWOOD 1. O RAFTERS & MISC 3,50 OTHER 0.00 DL 9,00 LL 20.00 mmimms --- m- ��. �, ,,, tir�� �ni�en ��. �, ,,, tir�� cc 0 9. z 1 0 Q_ ClS CL h dik W z m M fV P C�*'1 C9 n "e+ tts p i s c ATzN� �G"s tt} N � N Q � ^w O .0 o z 7 0 10 "44 y�p++.�'� �1 N Q a lzlj i X1111 e cc 0 9. z 1 0 Q_ ClS CL h dik W z m M fV P C�*'1 C9 � "e+ cc 0 9. z 0 Q_ ClS CL h dik W z m M fV P C�*'1 C9 "e+ tts p i s c ATzN� �G"s tt} N � N Q � ^w O .0 f z 7 0 10 "44 y�p++.�'� N Q a lzlj i cc 0 9. z 0 Q_ ClS CL dik W z "e+ tts p i s c F• # Phes (3) Grade LVL (1,S) BM/HDR Size 1-3/011-7/8 H G F 1,00: c o 1.00 LOAD --- . ... .. ... ... ... .. LOAD Immulm JOB NO' : U1695-003-141 DESIGNED: ICAW x,00 C ECTOR DATE: 10!30114 CffEGKED: BDV W m1-_ I r i PROJECT, Powell Residence r= E SUBJECT: RB5 —__ DESIGN LOA Load Types: Screw "I Live Dead Roof 21 20 16 I 1,00 Floor 40 1 Wall 10 Label 1 1 5 Acid Z'Scs to dead load? No 0 - .2 "Sas Length 6 Actua Allow Check Deflection Criteria Plies ) .1r: atawM U 240 Grade SF �1 hA1FIDR cAN.�= U 360 Size 2X6 B oc � U 240 C: x,00 C I M W m1-_ —__ i I �C r co 18 z 0 OQ 0 y z z I� 0 w o w re w LL cc� . , GL1 C z WO 0 LU a. Z Q w 0 d W U w w 0 i3 w 3: F- LLJ Fa c c 0 ._ 8 Q w 1III! tu f-: 0 0 4 "! ^ I �C r co 18 z 0 OQ 0 y z z I� 0 w o w re w LL cc� . , GL1 C z WO 0 LU a. Z Q w 0 d W U w w 0 i3 w 3: F- LLJ Fa c c 0 ._ 8 Q w tu f-: 0 0 4 "! ^ I �C r III r I� III r �Y Exterior We Interior Wa JOB NO.: U1695 -003 -141 DESIGNED: FLAW MATE. 10/30/14 CHECKED: BDV SUBJECT: STUDS & OTHER MEMBERS Width, b (in) 1.5 1,5 1.5 1.5 1.5 1,5 1.5 Depth, d (in) 5.5 3.5 5,5 15 5,5 7,25 7:25 Moment of Inertia, I (in 4 ) 26.796875 5.359375 20.796375 5.359375 20396875 47,63476563 47.63476563 Section Modulus, S (in) 7.5625 3.0625 7.5625 3,0625 7.5625 13.140625 11140525 DESIGN VALUES F�. (psi) 875 875 875 875 875 875 875 F 875 875 875 875 875 875 875 F. (psi) 1150 1150 1150 1150 9150 1150 1150 E��(psi) 1400000 1400000 1400000 1400000 1400000 1400000 1400000 E (psi) 1400000 1400000 1400000 1400000 1400000 1400000 1400000 E.j,..(psi) 510000 510000 510000 510000 510000 510000 510000 E, (psi) 510600 510000 510000 510000 510000 510000 510000 RESULTS D +L 12% 15 % 23% 34% 10 % 11% 20 % D +Lr 22 % 28 1 /6 41 63 % 18 % 19% 34% D+S 23 % 29 % 42 % 65% 18 % 20 % 35% D *0.758. +0,751 r 19% 25 % 36 % 6% 16% 17 '/0 30% D +0351-+0355 20% 25% 37 % 57% 16% 17% 31 % D +0.6W 94% 1 %0 34% 46 % 69 % 94% 33% D +0.75L +0.42W +0.75Lr 74 % 75 % 37% 66 % 3% 72% 33 % D +0.751, +0.42W +0.755 74% 76% 38% 69 % 54"x'0 72 % 33 % Deflection Limit () 240 240 240 240 240 240 240 Deflection (L /) 266 307 292 274 278 252 272 Column Slenderness, I. /d 31.6 29.1 416 44.6 40.4 33.1 443 Seem Slenderness, R 7.8 62 7.8 61 7.8 8.9 8,9 Unity Check 94 %0 91 % 87% 89 % 86% 95% 89% 6, 884 344 394 357 411 421 432 0 0 0 {? 0 0 0 319 319 819 319 319 319 319 335 335 335 335 335 33 335 45.9 50,5 6.7 6,7 AIZO 42.0 63 • i i FOUNDATIO _. MIN : =No ®w ' «. . '1 li�llmo now MO OD A +{# ���AII�MYAF iMi11I a d s � i ��l���i�� pp FOOTINGS Assumed Soil Bearing Pressure �psf Continuous Foofin s' fz ®w ' «. . '1 li�llmo now MO OD A +{# a No w WALL I W. MAIN WIND FORCE RESISTING SYSTEM - METHOD I FIGURE6 Site Class: D N= 2 R= 6,6 CT 0,02 S�= 0.225 h, (ft)= 20 (to highest level) S,= 0.057 X = 0.75 RO( F �IN F.= 1,60 T= 032 F,= 240 T 0,08 Sans— 0.36 T,= 0.38 SMI= 0,14 C 1.70 RISE So$= 024 TL= 8 SDI 0.09 $ 014 IE = UO Determination of Seismic Design Category per: C smAx = 0.044 B C 0.037 C scoNTROL = 0,037 B C 0,010 CSCONTROL 0,026 Wind Lin w/ ASCE 7 method I �-P A; MAIN WIND FORCE RESISTING SYSTEM - METHOD I FIGURE6 N:12014 ProjectskU1695 Landmark Home & land Co\U1695-003-141 Norman Powell Residence\ENG\50LATERALLat Load Sheet ROOF RO( F �IN ANGLE RISE LOAD 12" CASE N:12014 ProjectskU1695 Landmark Home & land Co\U1695-003-141 Norman Powell Residence\ENG\50LATERALLat Load Sheet f 20 32480 839 12'73 1.52 w ` 1419990 Wall Di 0 pst er Floor 10.25 ? 1943 1509 0.78 T (sec} 0.32 0 0 0 1.00 0 0 0 1.00 Total Weight (lb) 107640 Estimated Total Weight in Longitudinal Direction 107040 Total Base Shear (tb) 2782 Estimated Total Weight in Transverse Direction 107640 Percent difference in estimated weights ok% I F ° t I JOB No.: DESIGNED: DATE: PRtNCU`AL CHECKEOl SHEET OF p calculated in accordance Will ASCE7-05 12.3,4.1 NA2014 Projeco;1U1695 Landmark Home & land CdWI695.003-141 Norman Poeoal Residerw**.NGWLkTERAL,Shear Walls Iowa= -11111, .1 1=32CMx2macm � I I la Lim= 0189AM , Maw Munn= ON-=--New s IN 1 NA2014 Projeco;1U1695 Landmark Home & land CdWI695.003-141 Norman Poeoal Residerw**.NGWLkTERAL,Shear Walls -11111, .1 1=32CMx2macm � I I la Munn= s IN 1 NA2014 Projeco;1U1695 Landmark Home & land CdWI695.003-141 Norman Poeoal Residerw**.NGWLkTERAL,Shear Walls -11111, .1 1=32CMx2macm � I NA2014 Projeco;1U1695 Landmark Home & land CdWI695.003-141 Norman Poeoal Residerw**.NGWLkTERAL,Shear Walls Farovtale Force traras£nr amend a nsn s: o 7SC 2306.3.8, F Adrrf (cimrnenrs: FINE: 2 2NO STORY Line Leads {Ptf} o.dadx trarre aGava#�bY Sets Wend ACiusxl Loads heroin" Wide ' et Diaphragm Calculat £t} 3 5 3.S ! 1 F 1 em p "l °Sava l t ^E. lift, : E2, P (!bt 6aap Sh Stt }Shear (PH) (pit) �1��22 LE o *2a 6 2t2 a35 154 117 M Mi3O0 d.3tlsst 4't} 13.5 1 Awes (!9 n e o s egu a s� v a peals h (111: $ 24 2026 Tatar ple Overall OTM anutthast :. 1 P$" elated SW ea8c'? d Max opening htstght ppr 9 100% Shear Length (it)- 23.5 Story V (Kyr 36555 apply 2wA reduction? '.Yeas. Controlling Shear pb)- 2tt26 watt DL test) - coax " ddx e ar BttR rs )Nall From Capacity C (wind, w�'+atS. $rl5. max Length Roof0 w` Ftoof W Other : Above Walt Holdown . f5iam'w`= ' m it€) .6 *RM 2wdl Shear Watt Ca P� Wind lxtaed Waa S1td pieta 'Toorron HD Shear- (ft) (it) (ft) 'w` (pit) ,(to) T Sill Type Strap Wp dt n (ft (ft4b) AR_ Reduct, (pit) Farovtale Force traras£nr amend a nsn s: o 7SC 2306.3.8, F Adrrf (cimrnenrs: FINE: 2 2NO STORY Line Leads {Ptf} o.dadx trarre aGava#�bY Sets Wend ACiusxl Loads heroin" Wide ' et Diaphragm Calculat £t} 3 5 3.S ! 1 F 1 em p "l °Sava l t ^E. lift, : E2, P (!bt 6aap Sh Stt }Shear (PH) (pit) �1��22 *2a 6 2t2 a35 154 117 Mi3O0 d.3tlsst 4't} 13.5 1 Awes (!9 n e o s egu a s� v a peals h (111: $ 24 2026 Tatar ple Overall OTM anutthast :. 1 P$" elated SW ea8c'? d Max opening htstght ppr 9 100% Shear Length (it)- 23.5 Story V (Kyr 36555 apply 2wA reduction? '.Yeas. Controlling Shear pb)- 2tt26 watt DL test) - coax " ddx e ar BttR rs )Nall From Capacity C (wind, w�'+atS. $rl5. max Length Roof0 w` Ftoof W Other : Above Walt Holdown . f5iam'w`= ' m it€) .6 *RM 2wdl Shear Watt Ca P� Wind lxtaed Waa S1td pieta 'Toorron HD Shear- (ft) (it) (ft) 'w` (pit) ,(to) T Sill Type Strap Wp dt n (ft (ft4b) AR_ Reduct, (pit) (pit) Shear {pS # }. Cap. (pt€) . Cap. Ref) Ob} Capacity Wall A pi 6 7a + 3 Pa :.: C318 9915 X828 1.33 1.04.: 1$ : 26\1 ...150 260: 9229 1650 0.16 8.T5 3 Pi CSiB 0915 &2t+ 9.33 1.07 48 264 150 260 \223 1650 4.26 : provide force transfer around o nears " N Addl Comments: LINE" 3 2NDd;STORY Lino Loads (rift Baas sew. adavefinl Sets Wind : Picture Appimul Loads to# unless noted otherMset Oalphragm Caicudabons Pe orated Wait into 15 oasd Trio w (ft) :E:,2. AppPE Line °1`0. 3,S 3.5 '.. aa'R,„ „, r`f. "Sass 1�'Wind b *E.. 2. 2a (Pt) E.2. P bb Ctrag (ttg Shear {pN) (p#f} Ladal (it) 3T '.: Far (€tp wn3 iS 1,00 Skdixat(ai} 38.? 282<t 352.1 6 ... 37E} ;.. 3 , 20U 147 C o 0.58. D 9. .34\1 1. : satrsei gaup : 23 1A7 Wall type 1 EMT , Atxwa (tC) s or arreguar es a ve !. Naa : HD — N - 0 — f45 — pSazte h (#t }m OTM hertt €pleir: 4 ?arlarate-0 SVar cote? sa T (tit -8137 HD cap 2001 Max Opening t2algl" its): M y" Qverari 100% Sharer length (id)= 23 Story V (K)- 1655 Saes (pit) 44 Cap (pE� 380 arpky 2w11 radurticm7 Controlling Shear (its )�. 468Q wad? Dl {raft= lAVx aauawwstv+stdn {uvt 2.t f5 kV xr.,. :42;.5 Wind tpit) 368. Cap too 380 e€tr;. "Te'n °satin HD Watt Frnm (wind, : Sees. Saws. Max Length g First 'w' . Floor w' trs � Other vs Above Watt Hntdown {atm�v'ar- st"'wy A�6sri � .5 °RtwS 2uufk Shear &A°a!S Cap. : UVrt+d Wind 4Ya11 S'sf9 Firsts Tenstd¢5 HL? Shear. (ft) (ft) (it) 4v' {rift: :: {tbt Type Sill Typa Strap : odo On) (ft lift AfR a .. R ct. 1pff) (plft Shear dplf) . Gap, (of) Cap tiff) Qb) Capacity Visit 4 Eli 73 F FORATEO 8 iNALB CAt CtFC A S A PLY • SEE ABOVE 10896 4,97 1,00 25 200 1453 #NtA -- TN — JA 4 RN NIP RA'DE •WACLCACCtfI.A dSA.ESAPPLy- .5812 i$1 1.OQ....: 25 ;.:2t''1 ..4453 4 P ORA ... 1 2 , YyAi,.i. C,$t.Ct1LA S '# d'}N OP SEE'.ASOVE b9t2 .. t.$9 t.tM7 2',a .y00 .3453 A a.s 88#2,#' TBd1S CtJ4A"tTl9NSA$sLY.$EE.: ffNN XA, N \2014 Prts oobcU1695 Landmark Home A ratio COMM-003 Noonan Powell Res ''meraca\E:PlG\501.ATERALShear Welts Y ECTO R DESIGNED. CHECKED: OF JOB NO DATE: PFUNCiPAL SHEET g ca#cuirded in accordance with ASCE7 12.3.4.1 gialee h {fY)- 1iI Sets 16 496 Toes€ (te} Overall OTM muttiffe r: 1 enorateR 5 77 W, M heigh ax n g t (it)- 7 83% Shear Length #ft)- Lhw Starr V (Ki.1 3817 3.5 apply 2wI reducti Yea Controlling g Siteae (i6)x 4988 wall CH (qaf) 2a (ft) esux axe red a as fir; 9 V iVAt US er1 'iGd.S :: l hcsr : 29 1.420 tsffaetlal) Ofset(ib) 24.5 2Q8.6 286.7 8 44 2'9.28 105 147 cad 18.5 ° of ? 37 WcstY 1, �1 : m 34,5 200.8 280,7 S 25 1 229.25 183 147 650 5.,s" Above (ts .. IIO 1.t'N? 6124 7432 Atu.+ve I%) length R yrNegua. wa {a ve : ve wail Madown 9925 glafe h (ff)= 9 % ' erfara9ed SuV eatc9 Na 1698 13577 Total ituD Overall 01M troffi ae r. 4 Part ala6 SW caic? o Max opening height (ta)= 17.3 if205L 3617 ) Tyge Sili Type Strag arse) )ft - tb} (ft-Nx9 AdR� Raduct. (gtf) (pal) Shear (p?f) lag (pif) Cap. dp67 C oal Cagacrty Watt €ir Line Loads (pff) line Loads (plf) Sets L.W% ft— Sets wm I Diaphragm Caiculations Ad.W Appl ad Loads {pay urtaass noted lathe " �. S Draghra9m Catcultailorxs l.aa8 Tr4b yv {fk) E.Z. ARPY" Span (flg Lhw % 3.8 3.5 g "Y "Seas Yb4 iw "E. Z. 2a (ft) E.Z, P fsk Drag (ft) S.. (pif) Ahow (PIO er1 'iGd.S :: l hcsr : 29 1.420 tsffaetlal) Ofset(ib) 24.5 2Q8.6 286.7 8 44 2'9.28 105 147 cad 18.5 ° of ? 37 1, : t)ffset. (it) 34,5 200.8 280,7 S 25 1 229.25 183 147 650 5.,s" Above (ts .. IIO 1.t'N? 6124 7432 Atu.+ve I%) : nr a to yrNegua. wa {a ve : e i ?133 9925 glafe h (ff)= 9 % ' erfara9ed SuV eatc9 Na 1698 13577 Total ituD Overall 01M troffi ae r. 4 Part ala6 SW caic? o Max opening height (ta)= 17.3 if205L 3617 Shear Length gdx....21,25 apply 2w+1 reduction? Story V (K)- 3617 9925 wait Dl diet)— apply 2wil reduction? Yss Controlling Shear (lb)- 235 77 wall OL lost) = aaazanarsaSadras ;tap 2.7 %V ,. 37`;k ar- ett'aPfMk From datove wall emusn HD Cagaclty tsea„ wz'° #wind, 9aY rigLq) .6 *RM HD 2 #C Sates. Shear Sacs. Ndai3 Cep.. W nd Wmd Wt !i 5i4# Plate Tmna€on HC) Max She (#l} Oft} {Yf} Wad# ltl+t Type Sill Type From oast) {ft -Hap 01- ib) Capac+t, {wind, (pit) (Aff) tea, hNI) Sets.. Sees. (tb2 Capae4ky WaIY .1 { La:ng9h Room, ()ttfef.,x Aixave walY Heidown }svar>x `- i ra } .6 "RM 2wtY SAgar WiX #R Cag. WanrJ W, YV0P3 Sitf Pla�Ts }iC3 Shear - (fi(ft? 4b) TypSii9'fyrap Rec7ucd(0) l,") hear (gEt) lag (tf} {p Gapac sy We" Line Loads (pff) .ease tazm mtwvatan, Sets Wmd Actual Applied Loads gals unless netted a: e) Diaphragm Caiculations uad Tnb w lf)3 :. E.7.. Apps' Span (Y!} : Line % 3.6 3.5 :A''Ft p i y "E. Z, 2a (it) E Z. P (dh Dr d) 37 1100 tsffaetlal) 26Q,7 .. 6 286 ':; i4 1,00 offset€eu 65,7 6 17 1Y,3 13 i4 C,- 2lrlk7 ILOO? 650 5.,s" Above (ts n u a I pr wegu y rr me a ve : Ne plate h (ft)= 8 i ?133 9925 TpCas (Yb) t}V'QP"at# C)TM muttxg#ier: % ' erfara9ed SuV eatc9 Na Max opening freight (ft)= 9 100% Shear length ¢ft)- 17.3 Story V (K)- 3617 apply 2w+1 reduction? Yea _ j Controlling Shear {i!s)w 9925 wait Dl diet)— Mtax rosuw.anta coot {mk 2 Vw- 1876 Bu'af: Ydaii l.eragYh I i W Floor %V CPlhter ett'aPfMk From datove wall Fioldown HD Cagaclty tsea„ wz'° #wind, 9aY rigLq) .6 *RM 2 #C Sates. Shear Sacs. Ndai3 Cep.. W nd Wmd Wt !i 5i4# Plate Tmna€on HC) Max She (#l} Oft} {Yf} "w` (gtt} ltl+t Type Sill Type Slrag oast) {ft -Hap 01- ib) AIR Reducl. (pit) (Aff) tea, hNI) Gap. (glf) Cep. (pit) (tb2 Capae4ky WaIY .1 { N:120 lit PnajecIMU 1695 Landmark Home & lend CoM695n003 Norman PowtO ResFdeencet[NGWIAT'ERALShtear Wallis OVZ014 ProjectstUl695 Landmark Home at land CokU1695 Norman Powtol Rosidonce\ENG150LATFRAL$herrr Wells Adel Comments: LINE: 2 IST STORY Une Loads goth r -0, rM. owsonth Sels Wind AcWW App`. d Loads (Or unress noted Wowonse) I t)mphrywgin Cativiabova oad Trio w (it) E Z. APO* Span (it) Line % 3,5 2a (ft) .Z. P Qlaj Drag (it) Shear 'pll' 'Pill A1 thin 11 22 4x00 gtfsez {g .23.0 208.8 ZOf7.7: 6 269 is # 1ow 143 41� 141' None �nj 14 Include u for iffegurahMs a o plate h i 11) Overall OTM muftipher = M SW M Na parg's Max oproyng (g): 9 100% Shear Length (ft)-F 18 Story V (K)- 3617 apply 2wA hxducilon?[� Yes Controlling Shear (Itnx A59i wag OL (Par)- 2 ear- 7e-ns-*n HO Wald pram Capacity (wing, Serfs , Sol$. Max Length Roxrfo,'W FWr,w' '?there, Abovir Wall Holdown ga_ w, IjLqm VRM 2wd Shear Wall Cap Wind Wind WoR SM Plate Tonsion HD Shear- (it) (it) (it) w (pit) (iff) Typo $10 Type Strap too- deo (ft4b) gl4ta AiR Reduct, (pd) (Of) Shear (Pf) Cap. (Of) Cap- (Of) (to) Capacity Wait A (in) 3 - 722 — P2 — $I - W77 — U4 I - jq - 1 - 6 1 - 7 - 0 - 0 2 3 — 269 - 360 350 3200 458 0,26 --- 12 - 29 - 3 — P2 _S2 -- RD — U4 20661 :105 1 7.00 26 380 255 San 35 0 3 200 4 585 626 Addl Commerati: LING. 3 1ST STORY Line Loads d L-taloo 10-Oat Sets wind Adual Applied Loads hat toyessnoted otheraere) Delphratim Calculations one Us w (it) El art Line 46 (ft) E.Z.Plith b eis is 30 1,00 Offset {ml 427 6 280 R's 108 14 (10 6 Maiwor 6 11 Offset Qb) 26, 6 14 I's 10 147 2NO 3-2ND I UQ '00 Sol In Abs,* pa) clde ll in In u or wreguta tlea7a 657 eT No plate h "'I 1380 8328 Total ath tr Overiel OTM aittatfier = - . - ,f6v - iCe - dW 6610 No JY :1 I'llax opening ne (d) 9 100% Shear Length (ft)- ---- F 315 Story V (K)= 3617 apply 2wA reduction? Yo Controlling Shear jlb)-E-�28 well DL (p5f)-= M. ansses. " os Wald From Capadly {wind. Sets, Sacs. Max Length Roof 'w" FlOons"N' 01herm Above Wan Hotdown ghwsw- §LeL% VRM 2WA Shear Wall Cap, Wind Wind WaU . Sgt Plate Tonsw HD Shear (it) w (Pit) Vb) Type $$it Type Strap wwvv0 (ft-th) (ft-b) AIR, Reduct, (pit) (of) Shear (off) COP (Pf) Cap, (pff) gin Capacity Wall A (in) - TTS - — 3 — P2 — $1 2 Rw — - 14 - 98 - 4 - iVOS 86 100 44 380 2 64 380 — ,U 350 90 • ji� 305 7 24 - TO — —3 — In I U2 . .... �3794 '- �800 �90 W 4 — 38 0 O 3 -- i5 - 0 -- 2t - 81 5p5 -- 30 - 75 0,24 --. 6 - 24 — 3 -- - 'R7P - U - 2 — - 261 - 74 - rl 7 -- 78 - 2 4. 00 44 NO 2 3 At{ l Cornmenm: OVZ014 ProjectstUl695 Landmark Home at land CokU1695 Norman Powtol Rosidonce\ENG150LATFRAL$herrr Wells City of uNrry DEVELOPMENT FOR OFFICE USE ONLY plate iowm,it # E.. t 11111111!111111111111 jill 11111111111 11111111 11!1111111111111� I'll 11111111111111 ZZMEL= ry a s� Address: ArchitectlEnginser IE-mall. --- Phone* I . Contractor: ZY, M e, c-� Contractors City License #: Phone: 703-22-SIO&Z-2 Sub Contractors: Electrical: - ,T V \ F1ie Plumbing: Mechanicat WA, City License # 13 6,� I ct WR City License # W, R- City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form 4 Other STOP WORK ORDER You are hereby ordered to stop work located at: Ir1 S 7 ;K 7-. , By order of the City of Wheat Ridge Building Department for the following reasons: T" rt c_ .~r t. i~ r,; f C? Th,~A ~.)r~J'~~K'?Ir'iSyvr~ f;~r4r' .~'~°•r'1i` i""?7.T/r~.'7 f;~7 ~~'t~/j l.lc:P~.,~,7 ;:ji+, This notice may be removed ONLY by the City of Wheat Ridge Building Department! Date: l ~%<-Building Inspector: f i W 0 f f r w ~ 0 wKQw f.0a WaZ ~ W~0 ~ ¢aa ; I CC o ~ 2. A~icle Number 7.660 39n1 9e44 633e 7es4 3. Service Type CERTIFIED MAIL N Ertra ❑ ( q qeatrictedDeliveryo . Fee) 1, qrticle Adtlressed to: Form X p ves yCtlress tliflerent trum Rem 77 ONo p, Is tlelive~ry ~er tlelivery atldress balow: p VES, WO3.3 ~TjkWTIA~1 PukL Rewrn I'. City of heat~idge (:OMMUNIIYDEVELOPMENT June 10, 2008 Environmental Professional Services, LLC Attn: Paul Nimmerfroh 908 Sedalia Way Aurora, CO 80011 Paul Nimmerfroh, This letter shall serve as notification that City of Wheat Ridge has determined that the single-family residence located at the legally described property at Key 057, Section 23, Township 3, Range 69, SE quarter section, commonly known as 4110 Upham Street, Wheat Ridge, CO 80033, poses an imminent danger to the public health, safety or welfare. While the Building Division is aware that there have been extenuating circumstances such as fire investigation, health issues enwuntered by the property owner, and insurance and mortgage company procedural issue that have delayed the demolition of the structure, the single-family residence is structurally unsound, contains hazazdous materials, is emanating noxious odors, poses a risk to public safety and has remained unabated for a period of more than five months. The Building Division respectfully requests that you take any and a11 measures necessary to immediately remove the damaged structure and contact this office to apprise us of your intent and anticipated demolition date. I can be reached at (303) 235-2853. Cordially, ohn . chumacher, Jr., CBO Chief uilding Official City of Wheat Ridge Building Division 7500 W. 29' Avenue Wheat Ridge, CO 80033 Office (303) 235-2853 Fax (303) 235-2857 ..6f.. . -Z ~6.-~ » 4x • . ~ , . . . . . .i. Y.. . . . . . ~ . .n.._~'. . . . . . ` ' ~ City of Wheat Ridge Residential Demoliti PERMIT - 080664 PER~~~~~+~T N0: 080664 ISSUED: 06/16/2008 JOB?~~~~ DRESS.: 4110~UPHFyM~ST EXPiRES: 12/13/2008 ~ DES~ ~IPTION: Rea~demofor fire ~ CONTACTS.*** Own ~ Timothy Price gc 303/937-0717 Dennis Newell 02-1801 D.S. LLC * * CEL INFO * * ZO ;CODE: UA . USE: UA . SUB~VISION: UA BLOCK/LOT#: 0/ g gUMMpgy . ESTIMATED PROJECT VALUATION: 29,100.00 FEE3 Delitlon Fee . 50.00 ~ ~tl TolValuation .00 r+t OTAL*x 50.00 . I by certify that the aetback dietancea propoeed by this permit application are accurate, and do not violateapplicable ord, ` ncea, rulea or reguletiona of the City of Wheat Riflge or covenante, eaeementa or reetrictione of record; that all mea emenke ehown, and alle9atione made are accurate; that I have read and agree [o abide by all conditione printed on thie appation and that I aeeume'f 11 reeponeibility for compliance with the Wheat xidge Building Code (S.B.C) and all other. app. able Wheat Bid~e Or, for vlQrk under thie pexmit. Plane aubject to field inepection. J! 'O . 7 si e o contrac d /o r date . . . . 1. ' s permit wae iseuedin accorflance with the proviaions aet forth in your application and ie eubject to the lave of the te of Colorado and to the Zoning Regulatione and Building Codee of wheat Ridge, Colozado or any other applicable inancee of the City. 2.. epermit.ghall expire 180 daye from the iaeue date. Requeete for an exteneion muet be received prior to expiration e. An exteneion may be.granted at Che diecretion oE the Building Official. 3. -.thie permit expiree, a new permit may be acquired for a Eee of one-half [he amoune normally required; prwided no ngee have been or aill bemade in the original plane and epecificatione and any euepenaion or abandonmenthas not eeded one (l) year. If changee have been or if euspeneion or abandonment exceede one (1) year, full feee ehall ;paid for a new pezmit. 4. 'work of any manner ehall be donethat will change the natural flow of water causing a drainage problem. 5. ~ tractor shall:notify the euilding Inspector twenty-four (24) houre in advance for all inapectiona and shall receive tten approval on inepection card before proceedivg wi[h eucceeeive phaees of the joD. 5. ~ iaeuance of a permit orthe approval of drawinge ana apecifications ehall not be conetrued to be a permit for, wr ; app=oval of, anyvipla'io 'the proviaions of the building codes or any other ordinance, law, rule or regulation. 7 plan zeview iB e ield inspections. .I_.1. . . . Sig' preofChiEf HuS ng 1ficial date IN~GTION R8QII8ST LINB: (303)234-5933 BUILDING OFFICE: (303)235-2855 RE~- STS MUSTBE MADE'BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. oFWH~rq City of Wheat Ridge Building Division ~ m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Inspection Line: 303-234-5933 °Otoan~o Building Permit Application Date: Plan Permit PropertyAddress: /.11~o ,9-r . -f 1- r, ^ Property Owner (please print): Phone. Mailing Address: (if different than property eddress) Address' 4-135- V/~ `772,`i Z~q City, State, Zip: ' x T~1- Contractor: Cnnrrartnr I.ir.ense Phone: Sub Contrectors: Electrical City License Plumbing City License Mechanical City License Company CompanY Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: r Approval: Use of space (description s~~ Construction Value: S~%/7tjoDa (as calculated per the Buildin9 ValuaatsheeU Description of work: Plan Review (due at time of submittaSq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by ihis permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are acwrate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility tor wmpliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this pertnit. Plans subject to field inspection. C/RLCE ONE:: (OWNER) (CONTR,,A1CTOR) or PERSONAL REPRESEN TIVE of (OWN )(CONTRATOR) PRINTNAME: nF~IAl14 ~n.- IVF(~/~l.,~ SIGNATURE:~ Date: Ya:l DEPARTMENT USE ONLY ZONING COMMENTS: Zoning: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: OCCUPANCY BUILDING DEPARTMENT COMMENTS: _ Reviewer: FIRE DEPARTMENT:: ❑ approved W/ comments ❑ di5appfOVed ❑ n0 review required Bldg VdlllBtlOf1: RIH YULLUIIVN 55P Ye% W3ltlZUZltl , JUO lti ZWtl U[:blpm ruui/uui STATE oF coLoRADa Bill Riner, Jr., Govemor Jamaa B. Martin, Executiva Direator peawated m pro"n9 end imprwtrq tho heallh and ernironmenl of tha proPla oi Cdoratlo 4300 Charty Crtek Dr. S. Denver, Colorado BOZ48-1530 Phone (303) 692-2000 TOD Line (3IX9) 691-7700 Located in Obndale, Colorado htQpJ/www.cdpha.6tate.00.ue JUIlC16,2008 Leboritory Servioas DiWsion 8100 LOwry Blvd. Oerner, Cobrado 80230-M8 (303) 6823090 To Whom It May Concem, On Jume 16, 2008, Environmentel Pro£essional Services submitted an Asbesws A.batemeat Application for building located at 4110 Upham Street, Wbcat RidBe, Colorado to tb.e.Air Pollution Coimol Division at the Colozado Departmenit of Public Health & Emimnment• Tho aPPlication is approved witkz the work dates of June 17, 2008 tbtough June 20, 2008. The original permit sha11 be delivered vis US Msil upon processing to: ' Eavironmental Professional Sczvices 408 Salida Way Aurora, CO 80011 You may contact Robezt Johaanes at 303-692-3169 for any questions peMining to this letter or abatement. Robert Johannes Indoor Enviromment I'rogram Colozado Deparhnent of Health & Environmerrt 303-692-3169 mbext.johazwes@atate.co.us -c -0 tl 'O m a ~ o -'a ~ N N N N cI1 o• ~ o ° CD - Q m f m ry^~v O o~~(D fD S 3 m m D o ~ Fp?~ cNv F 3 0 O d n m 0 0 m m ~ J.n Q m a c N n v a,~ o m 3 c au ~ 3 m m a~ o ~ d ry N _ A C T ~ ' c 3 a _ ~ o - ~ v 3 ~ -m C O fP a a f ° o w ~ ad ~ n C) a i o y t 60 ~ 6 O ~ I ~ N 1 N e" u= °D n 3 f. d T ~ N N y N ~ rn a 3 ° - ~o ~u w m 7 a~ m N 0 a D v 03 d o n~ m° n o o ~ O d v n3. O ^ 7 W0 D N0 ~ ^ m 0 Q Q p A 0 oz C4 0 w- 3 Q 7~C o= - c a y ~ v ma Z <5' a0 ~ "o ~ N.w c0 a ~ A~ ~ 3 o i° 00 N ~ ~ m ~ ik y ~3 N ~ O~ N ~n O o G N \ ~ 3 3 ~ ` 3 ~ p m m ~ ~ T. 3 ~ ° ° = 3 m o n m ~ lD ~ tn 0 7 G j T~ d y V 4 ~ N 0 O 3 1D ? O O ~ y T m ~ O ~ v 7 om W ~ d 7 ~ N N O O # N 1 w Lf ~ > > Vl z C'/ 9 ~ f' N ~I (D N CJ V 0 9 p O ~ O N ' y O O r ' I ~p 1~ P ~ .Z ~ # o0 °m° r m n N N m n N tn ~ m n ' O D 'n ~ V N D a v ] ~ m i t Y ~ (D m N o p ~ f ^ = 3 ~ ~ rn Om A m - m A i ~ o ~ o N. m a i L z o ~ ~ Z a ~ ~ y ^ C 0 ~ ~o Cf = n o A o a r~~► f P N ~ N ' r m ❑ ~ C a Cg a ~ g 0 ~ d df. ~ A o ^ D ~3 > > O 3 3 ~ 7 o ~ ~ <m m ~ 3 ~ ~ O 3 O ~ ~ a D d , a tn O ~ ~O m a N o n - - y o a° # ~ D o ~ O C y ~ Q A V m O N ~I N £ m n W ~ w m Ul 3 'U m n v m v C7 (l r -i C> tn 0 > O n m 0 m 2 ` ° ° m > m _ 3 - • - ~ ~ • ~ j o m ~t D - o ' D Z a v x' °a m m a m ik N ~ 3 O 0 N ~ y 7 " 3 ' D m ~ go 3 m m ~ 71 ~ v v = w a D = g > ~ 3 ~ A I'fl o a ~ T 7 y o C N `2 p1 0 o y d 3 a o N tt ^ n O n ~ ~ ~ Q A D ( 7 ~ 9 nw ~ ~ n ~ O m O m ~p ~ m m n o m d o D m -1 0 Z N ~ 5 < W O l'~f7G p, ` * \~:TFO .7 ~ O I,i el ~Cd ~ 'bl ~n ] •~'r' A ~ m ~ W m ri1 C --I w O ~ N ~a n W 0 D z3 {m ~ Z _ -4 Cl) -n Z 00 ~ n ZD 0 vZ m~ D n. E: m n ~ -Di 3J 0'"'I U) > 0 _ -a r r r ~ W n m D m O C Z Z -I m0 o~ 3 ~ •~J ~oi • * . . * ~876 r Colorado Department of PubGc Health and Environment Regulation No. 8, Part B Variance Request Form PettnitCoordinator Cobrado Dept. of PubGc HeaIN and Environment nvco-ie-ai 4300 Cherry Creek Drive Sovth Denver, CO 80246-1530 Phone:303-6923100 Fax: 303-782-0278 asbestos@state.co. us Please submit a$50 review fee for each Vaziance Request Form submitted. The fee must accompany the Vaziance Request Form at the time of submission. The fee will not be refunded if the variance request is denied or withdrawn. Name of Faciliry: Wheat Ridae. CO I GAGConsultant submitting request Phone # Fax # Environmental Professional Services, LLC (720) 341-7000 (303) 341-7045 E-mail Address: rick@evpros.net Permit Number (if already issued): For the above referenced location(s) we are requesting a variance from the requirements of the following Section(s) of Regulation No. 8, Part B: PLEASE CITE THE SPECIFIC SECTION NUMBERS. Section(s) Title(s) (if any) Page(s) III.E.1.a 10 da notification eriod 31 Describe your proposed alternative procedures for this particular project. Explain in detail why you believe this section of the regulation is "not practical and feasible" for this project; OR explain in detail how the "proposed alternative procedures will provide equivaient control of asbestos". Provide photographs, diagrams, and/or independent reports to substantiate your statement. Supportive digital photographs may be e-mailed to asbestos(o-)state.co.us City of Wheat Ridge building inspector has declared the property as a hauard (see attached letter) and requests it be removed immediately. I, the undersigned, hereby certify that the information contained in this request is true and understand that deliberately providing false or misleading information may resuit in the suspension or revocation of my certifi in a i n to the imposition of civil and/or criminal penalties: Print Name: Rlck Vavrik Date: 06/10/08 Fort¢ VRFOB Rev 01130108 CDPHBE use onl Reviewed by: JWA, CLB, WTB, RWJ, RCL 8 LAS Form of Payment [ code ~ Date: A roved Denied Additional Provision s? YES see below NO Note: This variance is null and void if all additional rovisions are not met. Form. VRFOB Rcv.01/30/OB 6/10/2008 12:04 PM FROM: DisasCerSOlutions Diaster Solutions T0: 3033417045 PAGE: 002 OF 002 City of ~ Wheatl~dge COMMUNI7Y DEVELOPMENT June 10, 2008 Environmental Professional Services, LLC Attn: Paul Nimmerfroh 908 Sedalia Way Aurora, CO 80011 Paul Nimmerfroh, 7'his letter shall serve as notification that City of Wheat Ridge has determined that the single-family residettce located at the legally described property at Key 057, Section 23, Township 3, Range 69, SE quarter section, commonly known as 4110 Upham Street, Wheat Ridge, CO 80033, poses an imminent danger to the public health, safety or welfare. While the Building Division is aware that there have been extenuating circumslances such as fire investigation, health issues encountered by the propeRy owner, and insurance and mortgage company procedural issue that have delayed the demolition of the structure, the single-family residence is structurally unsound, contains hazardous materials, is emanating noxious odors, poses a risk to public safety and has remained unabated for a period of more than five months. The Building Division respectfully requests that you take any and all measures necessary to immediately remove the damaged structure and contact tlus office to apprise us of your intent and anticipated demolition date. I can be reached at (303) 235-2853. Cordially, ohn . chumacher, Jr., CBO Chief uilding Oflicial City of Wheat Ridge Building Division 7500 W. 29'h Aveuue Wheat Ridge, CO 80033 Office (303) 235-2853 Faac (303) 235-2857