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Home My WebLink About4560 Zephyr StreetInspection Type: Job Address: Permit Number: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: '' r ❑ No one available for inspection: Time �' ` t�A M Re -Inspection required: Yes'-, Ng.-' When corrections have been made, call for re -inspection at 303-234-5933 Date: i - Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE 1. Building Inspection Division (/ (303) 235-2855 Office INSPECTION NOTICE Inspection Type: �, � �-L Job Address: iii�PLP 2 Permit Number: t qC-':)(' ❑ No one available for inspection: TimeNy/PM Re -Inspection required: YesM No When corrections have been made, http://www.ci. wheatridge.co. uslinspi Date: 1 , /Z. DO NOT REMOVE THIS NOTICE at: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: -F i Job Address:- 60 fez Permit Number: / '7 Q Z- Cp C6� ❑ No one available for inspection: _Time : %q 1ARAP M Re -Inspection required: Yes (No When corrections have been made, schedule for re -inspection online at: http ✓/www, cL wheatridge, co, us4nspection Date: // -1 ?-20?c Inspector: DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE _A Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address. Permit Number: J No one available for inspection- Time AM/PM Re -Inspection required: Yes- No When corrections have been made, schedule for re -inspection online at: http:,IA4rww.ci.wheatridge.co.usfinspection Date: Inspector: i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: S Job Address: Permit Number: _.� / eo;;� ❑ No one available for inspections Time AK3 M Re -Inspection required: Yes6sdule When corrections have been made, for re -inspection online at: httpz/ www. ci. wheatridge. co, us4nspection Date:®�f� spector: _ DO NOT REMOVE THIS NOTICE 2 i CITY OF WHEAT RIDGE F - Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Q \ ;•�-'� z �` Job Address: Permit Number: ❑ No one available for inspection: Time M%)'M Re -Inspection required: Yes Vo When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. uslinspection f Date:y,� Inspector: DO NOT REMOVE THIS NOTICE Inspection Type: Job Address: Permit Number: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE ❑ No one available for inspectioniTire—� M/P Re -Inspection required: Ye No When corrections have been made, shed fer r -ins ection a at. httpztlwww.ci.wheatridge.co.ueinspe on r i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office _1�9� INSPECTION NOTICE Inspection Type: �' J Job Address: 4/ e-_-) Ze_sa 'r .� t Permit Number: f q ❑ No one available for inspection: Time f 0 0 i�IVN Re -Inspection required: Yes o a When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: e Inspector: a DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: eNS Job Address: Permit Number: 2 of Gj 02- LJ Z ❑ No one available for inspection: Time //,"-/0 MVI/ M Re -Inspection requirear No When corrections have been—made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. usrinspection Date: IzO2 Inspector: _S/0 DO NOT REMOVE THIS NOTICE 1* ► � i City of Wheat Ridge '/� E -Res. Sewer/Waterline Repair PERMIT - 202000803 PERMIT NO: 202000803 ISSUED: 04/30/2020 JOB ADDRESS: 4560 Zephyr St EXPIRES: 04/30/2021 JOB DESCRIPTION: Sewer repair in front yard, 10 feet, installing COs. **REVISION: Installed a new water line, and replaced the existing sewer line to the tap 150 feet. Added valuation: $22,500 *** CONTACTS *** OWNER ( 7 2 0) 9 3 5- 6 2 2 1 HARVEY KENT SUB (720)296-7972 TREVOR HARVEY 130129 AFFORD A ROOTER *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 25,500.00 FEES Total Valuation 0.00 Use Tax 535.50 Permit Fee 453.55 ** TOTAL ** 989.05 *** 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. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge E -Res. Sewer/Waterline Repair PERMIT - 202000803 202000803 ISSUED: 04/30/2020 4560 Zephyr St EXPIRES: 04/30/2021 Sewer repair in front yard, 10 feet, installing COs. "REVISION: Installed a new water line, and replaced the existing sewer line to the tap 150 feet. Added valuation: $22,500 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 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 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 applicable code 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. Dina Kern From: no-reply@ci.wheatri dge.co.us Sent: Wednesday, May 13, 2020 1:30 PM To: CommDev Permits Subject: Online Form Submittal: Revision to Permit Application Categories: Dina Revision to Permit Application Permit Number assigned 202000803 to project PROPERTY INFORMATION Permit Number 202000803 Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address 4560 Zephyr St Kent Harvey 720-935-6221 Field not completed. CONTRACTOR INFORMATION Contact Name Afford -A -Rooter Contact Phone Number (enter WITH dashes, eg 303-123-4567) Contact Email Address Retype Contact Email Address DESCRIPTION OF WORK Detailed Revised Scope of Work - Provide a detailed description of work including mechanical, electrical, 720-296-7972 affordarooter99@gmail.com affordarooter99@gmail.com Installed a new water line, and replaced the existing sewer line to the tap I plumbing work occurring, adding/removing walls, etc Engineer Letter (if applicable) Additional Documents on Letter Size Are plans or documents locked for editing? Construction Plans scanned on 11 "x 17" or larger Additional Project Value Only add what the revised scope of work is valued at. Field not completed. Field not completed. No plans needed Field not completed. 1000 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 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 z that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Submitting Robin Fulton Revision Email not displaying correctly? View it in your browser. e CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: A//_5 Job Address: ZM yr -57' Permit Number: ❑ No one available for inspection: Time �`.` -� ('A- PM `,,. Re -Inspection required _A9 o When corrections have been made, schedule for re -inspection online at: http✓/www, ci, wheatridge. co, uslinspection Date: n / © Inspector: _5 DO NOT REMOVE THIS NOTICE I i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ! P� ! Job Address: J`r O Permit Number: zoI 0 Z 42, 2, ❑ No one available for inspection: Time /2 -�25 AM/ Re -Inspection required: Yes o When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.u-c,rinspection f Date: z/,?V--?47Inspector: 57'0 4S� ,/4-, DO NOT REMOVE THIS NOTICE 1* � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: �? Permit Number: Q (F . ❑ No one available for inspection: Time' M Re -Inspection required: Yes No' When corrections have been made, sc u er7�inection online at: http✓/www.ci.wheatridge.co.usA1nspq(ctio s CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type Et—_Q Job Address: Permit Number: ❑ No one available for in Re -Inspection required When corrections have been http✓/www. ci. wheatridge.co. u s CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 1. I Job Address: LP} Permit Number: ❑ No one available for ins Re -Inspection required When corrections have been made, http.lAvww.ci.wheatridge.co.uslinsp, A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office _:�9r INSPECTION NOTICE Inspection Type: Z,91" z: Job Address: Permit Number: ❑ No one available for inspection: Time 16:,30 (AN PM Re -Inspection required: (Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date: 5 - / 1 - <G Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line '(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �'� `� � m (z Job Address: c S !- Permit Number: Pe 1�'` � � �-'� L Fa Ar C-. 1•• i. i. i PCS\r �. ,,; is f 5 ( n � ^. [• r .�'� (- C 6 y t ❑ No one available for inspection: Time AM/PM v, Re -Inspection required: es No When corrections have been made, call for re -inspection at 303-234-5933 Date: '25 Inspector Oi" DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 36_3 SCZZL_ Job Address: -'1560 ZZ -111k -if Sr Permit Number: 7c 2U or, X6'3 ❑ No one available for inspection: Time ` AM/PM Re -Inspection required: Yes �No,. When corrections have been made, schedule for re -inspection online at: http.I www.ci.wheatridge.co.uslinspection Date: -,q-//- Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division / (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: te Permit Number: C ty7 �_Lr I R �_ _ is C A- 4° ❑ No one available for inspection: Time �' AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. ushnspection Date: 3 U' d oci-O Inspector:`e DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 3 Job Address: 415t' C) Permit Number: SC ✓✓tY iGI Hi�'3C 1 G' GL �'T/,' r-, to Ja e . t ❑ No one available for inspection: Time //1:73 A M Re -Inspection required:Ye No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: S -/- `� Inspector: /t`, 1'-i DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: "7 -e s Permit Number: 0 k C, U ❑ No one available for inspect': Time AM/PM Re -Inspection required: Yes 0o When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. uslinspection Date: `` `-�-.3 `' Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge E -Res. Sewer/Waterline Repair PERMIT - 202000803 PERMIT NO: 202000803 ISSUED: 04/30/2020 JOB ADDRESS: 4560 Zephyr St EXPIRES: 04/30/2021 JOB DESCRIPTION: Sewer repair in front yard, 10 feet, installing COs. *** CONTACTS *** OWNER (720)935-6221 HARVEY KENT SUB (720)296-7972 TREVOR HARVEY 130129 AFFORD A ROOTER *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,000.00 FEES Total Valuation 0.00 Use Tax 63.00 Permit Fee 93.35 ** TOTAL ** 156.35 *** 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. City of Wheat Ridge E -Res. Sewer/Waterline Repair PERMIT - 202000803 PERMIT NO: 202000803 ISSUED: 04/30/2020 JOB ADDRESS: 4560 Zephyr St EXPIRES: 04/30/2021 JOB DESCRIPTION: Sewer repair in front yard, 10 feet, installing COs. 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 an amauth0rzed to obtain this permit and perform the work described and approved in conjunction with thisppermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be perfonned 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 accompanyingplans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, psiolicies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Re uests for extenon must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made -be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. T uance or gr ng of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any a bl ode or y or 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. Citr of Wheat Ridge O4/JO/2O2O 10:O4 CD8A CDAO22661 AMOUNT xP�� 456O Zephyr S� 156.35 APPL/P[RMIT NO: 2O2O0O8O3 PAYMENT RECEIVED PF / 1997 AUTH CODE� 74494255 TOTAL —'-------- 156.35 Dina Kemp From: no-reply@ci.wheatridge.co.us Sent: Wednesday, April 29, 2020 4:38 PM To: CommDev Permits Subject: Online Form Submittal: Sewer or Water Line Repair Permit Application Categories: Dina 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 City of Wheat Ridge Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD** 4560 Zephyr St Kent Harvey 720-935-6221 Field not completed. CC auth form-4-29-20.pdf CONTRACTOR INFORMATION Contractor Business Afford -A -Rooter Name Contractor's License 130129 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 720-296-7972 Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address affordarooter99@gmail.com Retype Contractor Email affordarooter99@gmail.com Address DESCRIPTION OF WORK Is this a sewer line or Sewer Line water line repair? Length of repair 10 Location of repair Front yard (backyard, frontyard, etc) Provide additional details Clean out install including installation of clean -outs. Project Value (contract 3000 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 r) 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. 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 Robin Fulton Permit Email not displaying correctly? View it in your browser. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 5_U I / S Permit Number: 0i U�,- E �? �--L b ! A ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. usdnspection Date: U') l l , ' 0 Inspector DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: L -�-- Job Address:�- Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes Q When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge.co. ushnspection Date: t- I i u1 o Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Addition PERMIT - 201902666 t PERMIT NO: 201902666 ISSUED: 02/24/2020 JOB ADDRESS: 4560 Zephyr St EXPIRES: 02/23/2021 JOB DESCRIPTION: Two-story addition for bedroom, 2 bathrooms and garage - 1,883 sq ft total *** CONTACTS *** FEES Total Valuation 0.00 OWNER (303)746-1458 RUIZ BRENDAN 6,888.49 Permit Fee GC (720)231-4156 Jared Phifer 150033 Revolve Construction SUB (720)690-2820 EMERY SUTTON 180049 SUTTON ELECTRIC CO SUB (303)522-3872 LUIS MORGAN 110057 PROLINE PLUMBING LLC SUB (303)289-2070 LLOYD LADD MATTHEW ROBLEDO 090062 ULTIMATE HEATING & COOLING LLC SUB (970)216-8574 JASON ERKMAN 202085 ADVANCED PLUMBING AND HEATING *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 328,023.25 FEES Total Valuation 0.00 Plan Review Fee 1,695.92 Use Tax 6,888.49 Permit Fee 2,609.10 Engin. Review Fee 150.00 Sidewalk Comm Develo 6,640.71 ** TOTAL ** 17,984.22 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. Landscaping removed or damaged during construction must be replaced prior to final inspection. For one- or two-family dwellings, the first twenty-five feet (25&439;) of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. City of Wheat Ridge � Residential Addition PERMIT - 201902666 PERMIT NO: 201902666 ISSUED: 02/24/2020 JOB ADDRESS: 4560 Zephyr St EXPIRES: 02/23/2021 JOB DESCRIPTION: Two-story addition for bedroom, 2 bathrooms and garage - 1,883 sq ft total I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am tl�e legal owner or have been authorized bye legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include alI entities named within this document as partes 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 I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po Flans and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any appl}cable code or ar�prdinance 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 From: Bryan Bushaw <bryan@revolveconstruction.com> Sent: Tuesday, April 7, 2020 5:39 PM To: Dina Kemp Subject: 4560 Zephyr st Hi Dina, I need to change my plumbing contractor from Proline Plumbing to Advanced Plumbing and Heating. He already sent you his license and insurance. My permit number is 201902666. Not sure if I need a form or if this email will suffice. Let me know! Hope you are well, Bryan i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ' ��<�,'1- �^' Sti YV s,^ Job Address:_ 5 � Permit Number: t 1 ; j ❑ No one available for inspection: Time AM/PM Re -Inspection required: ?Yes No When corrections have been made, schedule for re -inspection online at: http.IA,vww.ci.wheatridge.co.uslinspection Date: L ('q,' ,� G ti Inspector:iv DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: C -e r �- 0 A, k yz- S �_ ". Job Address: 2_p p!�-I f S Permit Number: R t ❑ No one available for inspection: TimeAM/PM Re -Inspection required: ) No When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co.uslnspection Date:4 2- • ?o Z o Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: Ll No one available for inspection: Time i AM/PM sP Re -Inspection required: Ves No C__ __11 When corrections have been made, schedule for re -inspection, online at: httpzllwww.ci. wheatridge.co. uslinspection Date:- Inspector:' DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes -'No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge.co.uslinspection Date Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:�v� ` Job Address: L1 Permit Number: c7C� (E ❑ No one available for inspection: Time i AM/PM Re -Inspection required: Yes Nq \�._1 When corrections have been made, schedule for re -inspection online at: http✓/www,ci.wheatridge.co.us inspection Date: 2—Inspector: DO NOT REMOVE THIS NOTICE -' > City of Wheat Ridge Residential Addition PERMIT - 201902666 PERMIT NO: 201902666 ISSUED: 02/24/2020 JOB ADDRESS: 4560 Zephyr St EXPIRES: 02/23/2021 JOB DESCRIPTION: Two-story addition for bedroom, 2 bathrooms and garage - 1,883 sq ft total *** CONTACTS *** OWNER (303)746-1458 RUIZ BRENDAN GC (720)231-4156 Jared Phifer 150033 Revolve Construction SUB (720)690-2820 EMERY SUTTON 180049 SUTTON ELECTRIC CO SUB (303)522-3872 LUIS MORGAN 110057 PROLINE PLUMBING LLC SUB (303)289-2070 LLOYD LADD MATTHEW ROBLEDO 090062 ULTIMATE HEATING & COOLING LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 328,023.25 FEES Total Valuation 0.00 Plan Review Fee 1,695.92 Use Tax 6,888.49 Permit Fee 2,609.10 Engin. Review Fee 150.00 Sidewalk Comm Develo 6,640.71 ** TOTAL ** 17,984.22 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information, NOT APPROVED AS AN INDEPENDENT DWELLING UNIT, Landscaping removed or damaged during construction must be replaced prior to final inspection. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861° T..; City of Wheat Ridge Residential Addition PERMIT - 201902666 PERMIT NO: 201902666 ISSUED: 02/24/2020 JOB ADDRESS: 4560 Zephyr St EXPIRES: 02/23/2021 JOB DESCRIPTION: Two-story addition for bedroom, 2 bathrooms and garage - 1,883 sq ft total 'b y 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 tlhe work described and approved in conjunction with this ertnIt. I further attest that I am le ally authorized to include al I entities named within this document as parties to the work to be per fyned and that aiiyv0 k to be performed is disclosed in this document anc}/or its`, accompanying approved plans and specifications. iture of O R or CONTRACTOR (Circle one) Dat -I; This permi s issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermitfee. 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 androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an manner shall be performed that shall results in a 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 granting of a p nnit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinan r 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. City of CcaMn IUNrr DEVELOPMENT Building & Inspection Services 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(dki.wheatridge.co.us FOR OFFICE USE ONLY Date:rY j y (x I l Plan/Permit # W Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 4560 Zephyr St. Wheat Ridge, CO Property Owner (please print): Brendan & Charlotte Rose Phone: 303.746.1458 Property Owner Email: charlotte_rose@comcast.net Tenant Name (Commercial Projects Only) n/a Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Arch Adam Denton, PE; Denton Engineering, LLC Architect/Engineer E-mail: adam@dentonengineeringllc.com Contractor Name: Revolve Desiqn Build City of Wheat Ridge License #: 150033 Contractor E-mail Address revolvedb.com Phone: 303.619.0325 Phone: 720.231.4156 For Plan Review Questions & Comments (please prim ) J j CONTACT NAME (please print): Amy Roether Phone: 720.231.4156 x110 CONTACT EMAIL(p/ease print): amy@revolvedb.com Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Sutton Electrical Services Plumbing: Proline Plumbing Mechanical: Ultimate Heating & Cooling LLC W.R. City License # 180049 W.R. City License # "CDG;J W.R. City License # 0,900 (,O2 Other City Licensed Sub: Other City Licensed Sub: City License # City License # i ❑COMMERCIAL ® RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, -appliance size and efficiency, type and amount of materials to be used, etc. ti- ov-y � Sq. Ft./LF 3,128.75 sf BTUs Gallons Amps Squares For Solar: Kw # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 328,023.25 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby cer6iR, that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Sip -nature (first and last name): DATE: 12/19/2019 Printed Name: Amy Roether ZONING C M1i1MMEN 5: u,-- Reviewer7-T 1 11 Z-. 70TO BUILDING DEP ENT MME TS: Reviewer: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: e PUBLIC WORKS COMMENTS: Pf IQ, A .. (( � Y � � Re iewer: O y t { r 023 J 1,1WI-2c, AfPb. - Building Division Valuation: City of SINGLE FAMILY' UPLEX IT A rrllCA TION ISE VIE W Date: /(o —JA , 20 Location:.456 '20„Zr-,4r j, OE ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a located at the above referenced address. Please note the comments checked below. 1. Drainage: a. Drainage Letter & Plan required: Yes No b. Site drainage/grading plan have been reviewed and are: SOK}. refer to 2. Public Improvements required & to be completed with project: stipulations. a. street paving/patching: — Yes No b. curb & gutter:No Completed c. sidewalk: — Yes --4/- NO Completed d. Other (specify): -j/— NOCompleted — Yes _ No Completed For items not constructed, the amount of funds taken in lieu of construction: $ 3. Does all existing roadway/alley R.O.W. meet the standards of the City: Yes If not, what is required? No If R.O.W. is required, has the deed been received: — Yes _ No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. Signature Mark Van Nattan Da e 5. NOT APPROVED—The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s): Signature Mark Van Nattan Date 6. -4 Stipulations: ,r,, it L'- 7. A Grading Certification Letter from the Engineer -of -Record accompanied bImprovement f> Certificate (ILC) shall be required prior to the issuance of the Certificate ® Occupa� y went Location 8. NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 04/2016 City of Wheat 1idge COMMUNITY DEVELOPMENT CONDITIONS OF APPROVAL Address: 4560 Zephyr Street Permit Number: 201902666 Approval of this building permit is subject to the following conditions and notes: Per Section 5-45 of the Municipal Code of Laws, public improvements are required for this project and consist of curb, gutter and attached five-foot sidewalk. An ADA compliant drive cut is also required for new garage driveway. As substandard sidewalk exists on either side of the frontage, Engineering recommends fee in lieu of construction. The fee is based on the linear frontage of the lot and the prevailing cost of curb, gutter and sidewalk as determined by Community Development - Engineering division. See the attached Fee Calculation Worksheet. 2. For any work in the public right-of-way, a Right -of -Way Construction Permit shall be required prior to the commencement of construction. Contact Community Development - Engineering division at 303-235-2861. 3. The post development drainage patterns must closely follow pre -development, per Colorado Water Law. Swales and downspouts shall be directed to protect adjacent properties from stormwater runoff. Due to the proximity of the new construction to the property line, Engineering requires a positive drainage system along the south side to protect the adjacent property. An example of a suitable system may be a collection system for the gutters and downspouts on the south side such as a 6" `manifold' pipe below grade, sloped to the west, to collect the downspout(s), and daylighting near the trees in the front yard. 4. Provide finished grading along the south property to direct stormwater east and west to protect adjacent property to the south. Refer to red -lined Site Plan. MVN 1/16/20 Page 1 of 1 FEE CALCULATION WORKSHEET Project: Rose Residence Address: 4560 Zephyr $ Item Description SY $ 1 Excavation & Embankment 3.75 Earthwork - rough grade - 7.5' wide SY Earthwork - fine grade - 7.5' wide 2 Reconditioning 2.49 Reconditioning & proofrolling - 7.5' wide 3 Sidewalk 54.44 Concrete sidewalk - 6" thick and 5' wide 4 Curb & Gutter LF Vertical curb & gutter 26.00 Total cost per linear foot 5 Excavation & Embankment Earthwork - rough grade Earthwork - fine grade 6 Reconditioning Reconditioning & proofrolling 7 Concrete Concrete pavement - 6" thick Total cost - each Date: 1/16/20 By: MVN Quantity Unit Unit Cost Item Cost 0.83 SY $ 6.92 $ 5.77 0.83 SY $ 4.50 $ 3.75 0.83 SY $ 2.99 $ 2.49 0.56 SY $ 54.44 $ 30.24 1 LF $ 26.00 $ 26.00 $ 68.25 22.89 SY $ 6.92 $ 158.49 22.89 SY $ 4.50 $ 102.99 22.89 SY $ 2.99 $ 68.36 22.89 SY $ 69.96 $ 1,601.41 FRONTAGE LENGTH Length of Curb, Gutter and Sidewalk 69.0 LF Total Zephyr Street Frontage Length 85.0 LF $ 1,931.25 Cost of curb, gutter and sidewalk $ 4,709.46 Cost of New Drive Cut $ 1,931.25 Totall $ 6,640.71 Fee Calculation - 1 Drive Cut 4560 Zephyr St.xlsx City of WheatRidge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29"' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: -Ira ,�A/V-2C2-oADDRESS: f Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File wwwei.wheatridge.co.us Rev 2/08 ON of Wh<. ` �Y o, City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: ICS JAN _-2o !21.:> Location of Construction: 4S r�)�-�- Purpose of Construction: Nle VL -7 //-)A Single Family _ / Commercial IDeveloDmm><ent Review Processing Fee: ................................................ $100.00 (Required of all projects for document processing) Single Family Residence/IDuDlex Review Fee: ..................................... $50.00 Commercial/Multi-Famfi Review Fees: o Review of existing or minimal technical documents: ........................ $200.00 a Initial review' of technical civil engineering documents (Fee includes reviews of the F" and 2nd submittals): ................... ...... $600.00 e Traffic Impact Study Review Fee: (Fee includes reviews of the I' and 2nd submittals): .......................... $500.00 • Trip Generation Study Review Fee: .................................................. $200.00 o O & M Manual Review & SMA Recording Fee ................................ $100.00 Multi -Family ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: o Resubmittal Fees: 3Td submittal (% initial review fee) :.................................................... $300.00 $ 4d' 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): CiL� PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. " %%.ci.1ohealridee.-c6 us Rev 12/17 Zareen Tasneem From: Zareen Tasneem Sent: Thursday, December 26, 2019 4:19 PM To: amy@revolvedb.com Cc: jared@revolvedb.com Subject: Building Permit for 4560 Zephyr St Hi Amy, You recently submitted a building permit proposing to build an addition at 4560 Zephyr St. In reviewing the submittal, I had a few questions: In the permit description, it says a 1,882.76 sf addition; on the site plan it says a 1,499.17 sf addition. What is the square footage of the addition's footprint and what is the addition's gross square footage? Not including the part being demolished, what is the square footage of the existing house's footprint and what is the existing house's gross square footage? There is no scale on the site plan. What is the scale? Best, Zareen Tasneem Planner I Community Development Department Office Phone: 303-235-2852 City of :r�,jq�Whca1 COMMUNITY MVELOPMENT CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. Randy Slusser From: Amy Roether <amy@revolved b.com> Sent: Sunday, December 29, 2019 7:07 AM To: Randy Slusser Cc: Jared Phifer Subject: Re: Plan review for addition at 4560 Zephyr St., Wheat Ridge - 201902666 Attachments: 19-304 S0IL000.pdf 1. Please submit a copy of Colorado Geoscience and Design's geotechnical report number 19-304 dated August 14, 2019 for review. I attached the soils report below. 2. Please clarify square size of addition. Sheet A1.0 is not consistent with permit application. The permit application includes second level square footage. Sheet A 1.0 is for building lot coverage. I apologize for the confusion. 3. Please provide an asbestos test report for the garage and existing siding that will be removed for the construction of the addition. See attached ASB general informational handout. I will reach out with the project manager regarding this information and get back to you. 4. Removal of the garage will require a permit from the State of Colorado CDPHE. Please provide a copy of permit prior to work being started. A City of Wheat Ridge demolition permit for the garage will be required. I will get the permit submitted this week. Thank you! On Fri, Dec 27, 2019 at 1:10 PM Randy Slusser <rslussergci.wheatrid eg co.us> wrote: Good afternoon, I have reviewed the plans for this addition and have just a few minor comments: 1. Please submit a copy of Colorado Geoscience and Design's geotechnical report number 19-304 dated August 14, 2019 for review. 2. Please clarify square size of addition. Sheet A1.0 is not consistent with permit application. 3. Please provide an asbestos test report for the garage and existing siding that will be removed for the construction of the addition. See attached ASB general informational handout. 4. Removal of the garage will require a permit from the State of Colorado CDPHE. Please provide a copy of permit prior to work being started. A City of Wheat Ridge demolition permit for the garage will be required. Let me know if you have any additional questions, Thank you, Randy Slusser, CBO Chief Building Official Building Division 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2803 www.6wheatrid e corns 1969 - 2019 CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. Amy Roether - Designer REVOLVE DESIGN - BUILD 5168 Parfet St Unit I Denver CO 80033 7 2 0. 2 3 1. 4 1 5 6/ revolvedb.com Extension number 110 Randy Slusser To: amy@revolvedb.com Subject: Plan review for addition at 4560 Zephyr St., Wheat Ridge - 201902666 Attachments: ASB GENERAL INFO.PDF; Asbestos Testing.pdf Good afternoon, I have reviewed the plans for this addition and have just a few minor comments: 1. Please submit a copy of Colorado Geoscience and Design's geotechnical report number 19-304 dated August 14, 2019 for review. 2. Please clarify square size of addition. Sheet A1.0 is not consistent with permit application. 3. Please provide an asbestos test report for the garage and existing siding that will be removed for the construction of the addition. See attached ASB general informational handout. 4. Removal of the garage will require a permit from the State of Colorado CDPHE. Please provide a copy of permit prior to work being started. A City of Wheat Ridge demolition permit for the garage will be required. Let me know if you have any additional questions, Thank you, Randy Slusser, CBO Chief Building Official Building Division 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2803 www.ci.wheatrid e� co.us r W feat I .e 1c 15 Ammompow '+ AlMV CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. City of W hcat 14, xIge, CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: ti I ,Itu \ -I —r Project Address: Name of Firm/Individual submitting documents: Project Type/Description:Ad-)Jzr-IUKyl Ti-yk— -2- cA-- vJOVio(-�uVen ^-Q0 I 2bL 1, 5k- 2 - Signature Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I,Zalf/1-1A, am a duly authorized representative of the agency indica elow an do,'by'my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o�eate Water District o Wheat Ridge Sanitation District o Consolidated Mutual Water District o Clear Creek Sanitation District o Valley Water District o Fruitdale Sanitation District o Denver Water o Westridge Sanitation District o Other Agency Notes:% 44 1, 4111 e- wr w Signature: Date: aZ (Ag cy Rep a ntative) City of W heat I ic1gc CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: I LJ Za I 1 Project Address: LI,5,5 p o Z P VkN R- 'S -C Name of Firm/Individual submitting documents: yk�)Q-' c-skc K� &IL.0 /&AY 'Trt� Project Type/Description: A<pD v'� \ O 1J Signature of Firm Representative or Individual: C, C. DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, , am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water o Wheat Ridge Sanitation District � "`'✓ c> o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Agency Notes: T is T ft/�T f Llrj� 'tFAvj!-� ��, PCZ�C % PI.4AJ AY4 Nvi lff e �.-u:I� 3Y 1-4JKM, Signature:%�-� �- Date: j Z! ZaJ (� (Agency Representative) d�o / q -w 9 NEC Standard Electrical Load Calculation for Single Family Dwellings f /� (Only for Service Ratings of 120/240V, 225 Amps Max) /� p/q Owner: Location: 5460 Zephyr Total Floor Area of Dwelling (NEC 220.12) 3166 SQFT. Factor Quantity Volt Amperes T(VA) "General Lighting" 1. General Lighting S FT X 3 VANS FT Table 220.12 3 X 31066 sq ft 9498 2. Small Appliance Circuits (1500 VA per circuit) (NEC 220.52(A)) (minimum 2) 1500 X 4 6000 3. Laundry Circuit (1500 VA per circuit) (NEC 220.52(B)) 11500 X 2 3000 4. Total General Lighting Load (Add lines 1, 2 & 3): 18498 5. First 3000 VA @ 100%: 3000 6. Total General Lighting Load — 3000 = 15498 @ 35%= 5424 7. Net General Lighting Load (Per NEC 220.42) (Add lines 5 & 6): 8424 *Fixed A fiances if insufficient space, use back): YES NO • Garbage Disposal ✓ • Bathroom Fan ✓ • Microwave ✓ • Dishwasher ✓ • Other: • Other: Total 8400 8. 3 or less Appliances, Total Appliance VA; 4 or more Appliances, 75% of Total Appliance VA (NEC 220.53): 6300 * Other Loads (including motors, EV charger(s), etc.) YES NO Nameplate Rating (VA) 9. Electric Range (8000VA or Name late)** ✓ 10. HVAC ✓ 11. Electric Oven ✓ 12. Electric Dryer (5000 VA minimum)** ✓ 13. Electric Vehicle Charger ✓ None 14. Other: 15. Other: 16.25% of largest motor(NEC 430.24 2500 Total Service Load Volt -Amperes (VA) (Add lines 7, 8 & 9 thru 16) = 46886 Total Service Load Volt -Amperes / 240 -volts = 195 Amperes ***Service Rating (Amperes)= 200 * For every "YES" answer, indicate VA rating of equipment ** Nameplate rating must be used if larger *** Service Rating shall be greater than or equal to the Service load As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request will provide reasonable accommodation to ensure equal access to its programs, services and activities. NEC Standard Electrical Load Calculation (Rev. 03-23-2016) www.ladbs.ora Manual S Compliance Report Entire House Ultimate Heating & Cooling 4971 Monaco St, Commerce City, CO 80022 Project Information For: Revolve 4560 Zephyr St, Wheat Ridge, CO 80033 Cooling Equipment Design Conditions Job: 4560 Zephyr St Date: By: Nicholas Moore qo)_b� � / d, Outdoor design DB: 90.8°F Gas furnace Sensible gain: 9554 Btuh Outdoor design WB: 59.8°F Actual airflow: Latent gain: 0 Btuh Indoor design DB: 75.0°F 33120 Btuh Total gain: 9554 Btuh Indoor RH: 45% Estimated airflow: 900 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: CA13NA018BNGOEO+CNPVP3017ALA Actual airflow: 900 cfm Sensible capacity: 15120 Btuh 158% of load Latent capacity: 796 Btuh 0% of load Total capacity: 15916 Btuh 167% of load SHR: 95% Heating Equipment Design Conditions Outdoor design DB: -3.0°F Heat loss: 26153 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Carrier Actual airflow: 900 cfm Output capacity: 33120 Btuh Model: 59SC2 D040E 17-12 127% of load Meets all requirements of ACCA Manual S. Entering coil DB: 78.0'F Entering coil WB: 60.8°F Entering coil DB: 66.07 Temp. rise: 63 °F wrightsoft, 2019 -Nov -14 12:04:52 Comfort Builder by Wrightsoft 19.0.09 RSU24510 Page 1 Const\Working\4560 Zephyr St\4560 Zephyr Strut Calc = MJ8 Front Door faces: W Load Short Form Job: 4560 Zephyr St Date: Entire House By: Nicholas Moore Ultimate Heating & Cooling 4971 Monaco St, Commerce City, CO 80022 Project• • For: Revolve 4560 Zephyr St, Wheat Ridge, CO 80033 Htg Clg Infiltration Outside db (°F) -3 91 Method Simplified Inside db (°F) 70 75 Construction quality Semi -tight Design TD (°F) 73 16 Fireplaces 1 (Tight) Daily range - H Inside humidity (%) 30 45 Moisture difference (gr/Ib) 35 -27 HEATING EQUIPMENT Make Carrier Carrier Trade Trade Carrier Comfort 92 Single -Stag... CA13NA018BNGOEO Model 59SC2 D040E 17--12 CNPVP3017ALA 7338 AHRI ref 325 305 Efficiency 92.1 AFUE 0 Heating input 40000 Btuh Heating output 33120 Btuh Temperature rise 41 °F Actual air flow 900 cfm Air flow factor 0.044 cfm/Btuh Static pressure 0.70 in H2O Space thermostat 97 40 COOLING EQUIPMENT Make Carrier Trade CARRIER Cond CA13NA018BNGOEO Coil CNPVP3017ALA AHRI ref Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 12.0 EER, 14 SEER 15120 Btuh 796 Btuh 15916 Btuh 900 cfm 0.126 cfm/Btuh 0.70 in H2O 1.00 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) LIVING 231 7338 2424 325 305 WET BAR 86 0 0 0 0 BATH 50 0 0 0 0 CLOSET 32 0 0 0 0 ENTRY 98 2192 316 97 40 HALL 68 3211 725 142 91 MECH 20 0 0 0 0 BATH SUITE 95 1047 411 46 52 WIC 52 0 0 0 0 BEDROOM 119 3224 1327 143 167 STAI R2 49 0 0 0 0 STUDY 155 3300 1961 146 246 LNDRY/CLST crn I 18 on 0 n 0 n 0 n 0 ., Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wf 9htSOft 2019 -Nov -14 12:04:52 Comfort Builder by Wrightsoft 19.0.09 RSU24510 Page 1 )CCA ...Const\Working\4560 Zephyr St\4560 Zephyr St.rut Calc = MJ8 Front Door faces: W Entire House d 1103 20310 7164 900 900 Other equip loads 5843 2391 Equip. @ 1.00 RSM 9554 Latent cooling 0 -rO I I I I I TALS 1103 26153 9554 900 900 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghtSOfR' Comfort Builder by Wrightsoft 19.0.09 RSU24510 ...Const\Working\4560 Zephyr St\4560 Zephyr St.rut Calc = MJ8 Front Door faces: W 2019 -Nov -14 12:04:52 Page 2 Building Analysis Entire House Ultimate Heating & Cooling 4971 Monaco St, Commerce City, CO 80022 Project• • For: Revolve 4560 Zephyr St, Wheat Ridge, CO 80033 Job: 4560 Zephyr St Date: By: Nicholas Moore Heating Component Design Conditions % of load Walls Location: 5316 Indoor: Heating Cooling Denver Internationa, CO, US 13.7 Indoor temperature (°F) 70 75 Elevation: 5430 ft Ceilings Design TD (°F) 73 16 Latitude: 40°N 4.9 Relative humidity (%) 30 45 Outdoor: Heating Cooling Moisture difference (gr/Ib) 35.4 -26.8 Dry bulb (°F) -3 91 Infiltration: 0 Dailyrange (°F) - 28 ( H ) Method Simplified 10.3 Wetbulb(°F) - 60 Construction quality Semi -tight Adjustments Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) 1 Heating Component Btuh/ftz Btuh % of load Walls 3.3 5316 20.3 Glazing 23.4 3581 13.7 Doors 28.5 1827 7.0 Ceilings 1.5 1338 5.1 Floors 4.9 4420 16.9 Infiltration 2.7 3828 14.6 Ducts 0 0 Piping 0 0 Humidification 2681 10.3 Ventilation 3162 12.1 Adjustments 0 Total 1 1 1 26153 100.0 Cooling Component Btuh/ftz Btuh % of load Walls 0.8 1351 14.1 Glazing 25.7 3933 41.2 Doors 9.2 589 6.2 Ceilings 0.9 863 9.0 Floors 0 0 0 Infiltration 0.3 428 4.5 Ducts 0 0 Ventilation 684 7.2 Internal gains 0 0 Blower 1707 17.9 Adjustments 0 Total 1 1 9554 100.0 Latent Cooling Load = 0 Btuh Overall U -value = 0.062 Btuh/ftz-°F ERROR: negative wall area in LIVING - check windows. i Ga&g 41- W rightsoft 2019 -Nov -14 12:04:52 f Comfort Builder by Wrightsoft 19.0.09 RSU24510 Page 1 ...Const\Working\4560 Zephyr St\4560 Zephyr St.rut Calc = MA Front Door faces: W Component Constructions Job: 4560 Zephyr St Date: Entire House By: Nicholas Moore Ultimate Heating & Cooling 4971 Monaco St, Commerce City, CO 80022 sLihopect intormation For: Revolve 4560 Zephyr St, Wheat Ridge, CO 80033 Location: Denver Internationa, CO, US Elevation: 5430 ft Latitude: 40°N Outdoor: Heating Dry bulb (°F) -3 Dailyrange (°F) - Wet bu I b ('F) - Wind speed (mph) 15.0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain f2 Btuh/ft'-'F ft-'F/Btuh Btuh/W Btuh Btuh/ft' Btuh Walls Frm wall, wd ext, 3/8" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions 12C-Osw Windows 2 glazing, clr low -e outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" thk: 2 glazing, clr low -e outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.32); 0% drapes, medium; 1 ft overhang (4.5 ft window ht, 1.5 ft sep.); 7 ft head ht 2 glazing, clr low -e outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" thk: 2 glazing, clr low -e outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.32); 0%u drapes, medium; 1 ft overhang (3 ft window ht, 1.5 ft sep.); 7 ft head ht 2 glazing, clr low -e outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" thk: 2 glazing, clr low -e outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.32); 0% drapes, medium; 1 ft overhang (3.5 ft window ht, 1.5 ft sep.); 7 ft head ht Doors 11 DO: Door, wd sc type n Indoor: Heating Cooling 4.36 Indoor temperature (°F) 70 75 ne Design TD (°F) 73 16 4.36 Relative humidity (%) 30 45 Cooling Moisture difference (gr/Ib) 35.4 -26.8 91 Infiltration: 1.11 346 28 ( H ) Method Simplified 20.0 60 Construction quality Semi -tight 223 7.5 Fireplaces 1 (Tight) 20.0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain f2 Btuh/ft'-'F ft-'F/Btuh Btuh/W Btuh Btuh/ft' Btuh Walls Frm wall, wd ext, 3/8" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions 12C-Osw Windows 2 glazing, clr low -e outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" thk: 2 glazing, clr low -e outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.32); 0% drapes, medium; 1 ft overhang (4.5 ft window ht, 1.5 ft sep.); 7 ft head ht 2 glazing, clr low -e outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" thk: 2 glazing, clr low -e outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.32); 0%u drapes, medium; 1 ft overhang (3 ft window ht, 1.5 ft sep.); 7 ft head ht 2 glazing, clr low -e outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" thk: 2 glazing, clr low -e outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.32); 0% drapes, medium; 1 ft overhang (3.5 ft window ht, 1.5 ft sep.); 7 ft head ht Doors 11 DO: Door, wd sc type n 371 0.060 20.0 4.36 1620 1.11 412 ne 36 0.060 20.0 4.36 155 1.11 39 e 312 0.060 20.0 4.36 1363 1.11 346 s 201 0.060 20.0 4.36 878 1.11 223 sw 62 0.060 20.0 4.36 270 1.11 69 w 183 0.060 20.0 4.36 798 1.11 203 nw 53 0.060 20.0 4.36 231 1.11 59 all 1218 0.060 20.0 4.36 5316 1.11 1351 384 0 0 0 0 0 0 ne 14 0.320 0 23.4 324 24.9 346 e 18 0.320 0 23.4 420 35.3 635 sw 14 0.320 0 23.4 324 30.2 420 w 27 0.320 0 23.4 631 35.3 952 all 73 0.320 0 23.4 1699 32.3 2352 e 9 0.320 0 23.4 199 35.3 300 s 6 0.320 0 23.4 140 15.6 94 s 6 0.320 0 23.4 146 15.6 98 all 21 0.320 0 23.4 485 23.7 491 e 7 0.320 0 23.4 164 35.3 247 s 10 0.320 0 23.4 232 16.0 158 s 11 0.320 0 23.4 245 16.0 168 s 32 0.320 0 23.4 756 16.0 517 all 60 0.320 0 23.4 1397 18.2 1090 e 22 0.390 0 28.5 614 9.18 198 sw 22 0.390 0 28.5 614 9.18 198 n 21 0.390 0 28.5 598 9.18 193 all 64 0.390 0 28.5 1827 9.18 589 wrightsoft 2019 -Nov -1412:04:52 Comfort Builder by Wrightsoft 19.0.09 RSU24510 Page 1 ...Const\Working\4560 Zephyr St\4560 Zephyr St.rut Calc = MJ8 Front Door faces: W Ceilings Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 5/8" gypsum board 917 0.020 int fnsh Floors 19C-19cscp 265 0 21A -32t: Bg floor, light dry soil, 8' depth 48 0.020 Bg floor, light dry soil, on grade depth 60 0.989 49.0 1.46 1338 0.94 0 0 1.46 70 72.2 4350 863 wriightsoft 2019 -Nov -1412:04:52 Aa� Comfort Builder by Wrightsoft 19.0.09 RSU24510 Page 2 ..Const\Working\4560 Zephyr St\4560 Zephyr St.rut Calc = MJ8 Front Door faces: W Project Summary Entire House Ultimate Heating & Cooling 4971 Monaco St, Commerce City, CO 80022 Project Information For: Revolve 4560 Zephyr St, Wheat Ridge, CO 80033 Notes: Modeled to comply with 2015 IECC. Heat loss assumed RH 30% at 70*f. Ventilation modeled compliance with ASHRAE 62.2-2013. Design Information Weather: Denver Internationa, CO, US Job: 4560 Zephyr St Date: By: Nicholas Moore Winter Design Conditions Summer Design Conditions Outside db -3 °F Outside db 91 °F Inside db 70 °F Inside db 75 °F Design TD 73 °F Design TD 16 °F Btuh Daily range H Btuh Rate/swing multiplier Equipment sensible load Relative humidity 45 % Summary Moisture difference -27 gr/Ib Heating Summary Structure 20310 Btuh Ducts 0 Btuh Central vent (48 cfm) 3162 Btuh Outside air Humidification 2681 Btuh Piping 0 Btuh Equipment load 26153 Btuh Infiltration Method Construction quality Fireplaces Simplified Semi -tight 1 (Tight) ft He1103 iCoolin Area g z 3 110 Volume (ft) 11270 11270 Air changes/hour 0.31 0.16 Equiv. AVF (cfm) 58 30 Heating Equipment Summary Make Carrier Trade Carrier Comfort 92 Single -Stag... Model 59SC2D040E17--12 AHRI ref Efficiency 92.1 AFUE Heating input 40000 Btuh Heating output 33120 Btuh Temperature rise 41 °F Actual air flow 900 cfm Air flow factor 0.044 cfm/Btuh Static pressure 0.70 in H2O Space thermostat Sensible Cooling Equipment Load Sizing Structure 7164 Btuh Ducts 0 Btuh Central vent (48 cfm) 684 Btuh Outside air 0.70 in H2O Blower 1707 Btuh Use manufacturer's data y Btuh Rate/swing multiplier Equipment sensible load 1.00 9554 Btuh Latent Cooling Equipment Load Sizing Structure -449 Btuh Ducts 0 Btuh Central vent (48 cfm) -718 Btuh Outside air 0.70 in H2O Equipment latent load 0 Btuh Equipment Total Load (Sen+Lat) 9554 Btuh Req. total capacity at 0.95 SHR 0.8 ton Cooling Equipment Summary Make Carrier Trade CARRIER Cond CA13NA018BNGOEO Coil CNPVP3017ALA AHRI ref Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 12.0 EER, 14 SEER 15120 Btuh 796 Btuh 15916 Btuh 900 cfm 0.126 cfm/Btuh 0.70 in H2O 1.00 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w r1ghtsofit 2019 -Nov -14 12:04:52 Comfort Builder by Wrightsoft 19.0.09 RSU24510 Page 1 ACCk Const\Working\4560 Zephyr St\4560 Zephyr St.rut Calc = MA Front Door faces: W Right -J® Worksheet Entire House Ultimate Heating & Cooling 4971 Monaco St, Commerce City, CO 80022 Job: 4560 Zephyr St Date: By: Nicholas Moore 1 Room name Entire House LIVING 2 Exposed wall 136.9 ft 21.8 ft 3 Room height 10.2 ft d 11.0 ft heat/cool 4 5 Room dimensions Room area 1102.9 ft' 1.0 x 231.1 ft 231.1 ft' Ty Construction U-valueOr HTM Area (ft') Load ( Area (ft') I Load number (Btuh/ft'-°F (Btuh/f t') or perimeter (ft) (Btuh) or perimeter (ft) I (Btuh) Heat Cool Gross I N/P/S j Heat I Cool Gross I N/P/S j Heat Cool 6 W Frm wall, wd ext, 3/ 0.060n 4.36 1.11 371 371 1620 412 116 116 507 129 try- Frm wall, wd ext, 3/ 0.060 ne 4.36 1.11 49 36 155 39 0 0 0 0 IG 2 glazing, clr low -e 0.320 ne 23.36 24.94 14 0 324 346 0 0 0 0 Frm wall, wd ext, 3/ 0.060 a 4.36 1.11 368 312 1363 346 133 115 500 127 11 2 glazing, clr low -e 0.320 a 23.36 35.26 9 0 199 300 0 0 0 0 2 glazing, clr low -e 0.320 a 23.36 35.26 7 0 164 247 0 0 0 0 2 glazing, clr low -e 0.320 a 23.36 35.26 18 0 420 635 18 0 420 635 11D0 0.390 a 28.47 9.18 22 22 614 198 0 0 0 0 Frm wall, wd ext, 3/ 0.060 s 4.36 1.11 266 201 878 223 14 -29 -127 -32 2 glazing, cir low -e 0.320 s 23.36 15.61 6 4 140 94 0 0 0 0 2 glazing, cir low -e 0.320 s 23.36 15.61 6 5 146 98 0 0 0 0 2 glazing, clr low -e 0.320 s 23.36 15.97 10 6 232 158 0 0 0 0 2 glazing, cir low -e 0.320 s 23.36 15.97 11 7 245 168 11 3 245 168 2 glazinq, cir low -e 0.320 s 23.36 15.97 32 20 756 517 32 10 756 517 Frm wall, wd ext, 3/ 0.060 sw 4.36 1.11 97 62 270 69 0 0 0 0 2 glazing, cir low -e 0.320 sw 23.36 30.25 14 0 324 420 0 0 0 0 11 DO 0.390 sw 28.47 9.18 22 22 614 198 0 0 0 0 Fmi wall, wd ext, 3/ 0.060 w 4.36 1.11 210 183 798 203 0 0 0 0 2 glazinq, cir low -e 0.320 w 23.36 35.26 27 0 631 952 0 0 0 0 W Frm wall, wd ext, 3/ 0.060 nw 4.36 1.11 53 53 231 59 0 0 0 0 R 12C-Osw 0.000 - 0.00 0.00 405 3a4 0 0 160 139 0 0 11D0 0.390 n 28.47 9.18 21 21 598 193 21 21 598 193 C Attic ceiling, aspha 0.020 1.46 0.94 917 917 1338 863 270 270 395 254 F 19C-19csco 0.000 0.00 0.00 265 265 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 48 48 70 0 0 0 0 0 F Bg floor, light dry 0.989 72.20 0.00 585 60 4350 0 231 22 1570 0 61 c) AED excursion 0 1 1 1 -121 Envelope loss/gain 16482 6736 4865 1870 12 a) Infiltration 3828 428 710 79 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 20310 7164 5575 1949 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 1763 475 14 Subtotal 20310 7164 7338 2424 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 1 1 Airrequomdl(cfm) I 209001 71641 73251 23051 1 1 900 1 1 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ��+ w■ +9tit�� Comfort Builder by Wrightsoft 19.0.09 RSU24510 2019 -Nov -14 12:04:52 Page 1 Const\Working\4560 Zephyr St\4560 Zephyr St.rut Calc = MJ8 Front Door faces: W Right -J® Worksheet Entire House Ultimate Heating & Cooling 4971 Monaco St, Commerce City, CO 80022 Job: 4560 Zephyr St Date: By: Nicholas Moore 1 Room name WET BAR BATH 2 Exposed wall 10.8 ft 12.3 ft 3 Room height 10.0 ft heat/cool 10.0 ft heat/cool 4 5 Room dimensions Room area 8.0 x 10.8 ft 86.0 ft' 1.0 x 50.3 ft 50.3 ft' Ty Construction U-valueOr HT M I I Area (ft') I Load I Area (ft') Load number (Btuh/ft'-°F (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Frm wall, wd ext, 3/ 0.060 n 4.36 1.11 0 0 0 0 68 68 295 75 Frm wall, wd ext, 3/ 0.060 ne 4.36 1.11 0 0 0 0 0 0 0 0 2 glazing, clr low -e 0.320 ne 23.36 24.94 0 0 0 0 0 0 0 0 Frm wall, wd ext, 3/ 0.060 a 4.36 1.11 108 99 432 110 55 48 209 53 1 1 2 glazing, clr low -e 0.320 a 23.36 35.26 9 0 199 300 0 0 0 0 2 glazing, clr low -e 0.320 a 23.36 35.26 0 0 0 0 7 0 164 247 2 glazing, clr low -e 0.320 a 23.36 35.26 0 0 0 0 0 0 0 0 11D0 0.390 a 28.47 9.18 0 0 0 0 0 0 0 0 Frm wall, wd ext, 3/ 0.060 s 4.36 1.11 0 0 0 0 0 0 0 0 2 glazing, clr low -e 0.320 s 23.36 15.61 0 0 0 0 0 0 0 0 2 glazing, clr low -e 0.320 s 23.36 15.61 0 0 0 0 0 0 0 0 2 glazing, clr low -e 0.320 s 23.36 15.97 0 0 0 0 0 0 0 0 2 glazing, clr low -e 0.320 s 23.36 15.97 0 0 0 0 0 0 0 0 2 alazinq, clr low -e 0.320 s 23.36 15.97 0 0 0 0 0 0 0 0 Frm wall, wd ext, 3/ 0.060 sw 4.36 1.11 0 0 0 0 0 0 0 0 2 glazing, clr low -e 0.320 sw 23.36 30.25 0 0 0 0 0 0 0 0 11D0 0.390 sw 28.47 9.18 0 0 0 0 0 0 0 0 V� Fmi wall, wd ext, 3/ 0.060 w 4.36 1.11 0 0 0 0 0 0 0 0 I -G 2 alazinq, clr low -e 0.320 w 23.36 35.26 0 0 0 0 0 0 0 0 W Frm wall, wd ext, 3/ 0.060 nw 4.36 1.11 0 0 0 0 0 0 0 0 P. 12C-Osw 0.000 - 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 n 28.47 9.18 0 0 0 0 0 0 0 0 C Attic ceiling, aspha 0.020 1.46 0.94 38 38 55 36 50 50 73 47 F 19C-19cscp 0.000 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F Bg floor, light dry 0.989 72.20 0.00 86 11 776 0 50 12 884 0 61 c) AED excursion 1-31 1 1g Envelope loss/gain 1462 442 1625 414 12 a) Infiltration 291 32 331 37 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1753 475 1957 451 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -1753 -475 -1957 -451 14 Subtotal 0 0 0 0 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Total room load I 0 0 0 0 Air required (cfm) I I OI OI I I 01 01 Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed. -+- 2019 -Nov -1412:04:52 lifLol - Comfort Builder by Wrightsoft 19.0.09 RSU24510 Page 2 Const\Working\4560 Zephyr St\4560 Zephyr St.rut Calc = MJ8 Front Door faces: W Right -J® Worksheet Entire House Ultimate Heating & Cooling 4971 Monaco St, Commerce City, CO 80022 Job: 4560 Zephyr St Date: By: Nicholas Moore 1 Room name CLOSET ENTRY 2 Exposed wall 0 ft 11.5 ft 3 Room height 10.0 ft heat/cool 10.0 ft heat/cool 4 Room dimensions 1.0 x 32.1 ft 1.0 x 97.5 ft 5 Room area 32.1 ft' 97.5 ft2 Ty Construction L1 value Or HTM Area (f t') Load I Area (f t') I Load I number (Btuh/f t' -°F (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S j Heat Cool 6 W Frm wall, wd ext, 3/ 0.060 n 4.36 1.11 0 0 0 0 0 0 0 0 Vy Frm wall, wd ext, 3/ 0.060 ne 4.36 1.11 0 0 0 0 0 0 0 0 G 2 glazing, clr low -e 0.320 ne 23.36 24.94 0 0 0 0 0 0 0 0 Frm wall, wd ext, 3/ 0.060 a 4.36 1.11 0 0 0 0 0 0 0 0 1 1 2 glazing, clr low -e 0.320 a 23.36 35.26 0 0 0 0 0 0 0 0 2 glazing, clr low -e 0.320 a 23.36 35.26 0 0 0 0 0 0 0 0 2 glazing, clr low -e 0.320 a 23.36 35.26 0 0 0 0 0 0 0 0 11 DO 0.390 a 28.47 9.18 0 0 0 0 0 0 0 0 Frm wall, wd ext, 3/ 0.060 s 4.36 1.11 0 0 0 0 28 28 120 30 2 glazing, clr low -e 0.320 s 23.36 15.61 0 0 0 0 0 0 0 0 2 glazing, clr low -e 0.320 s 23.36 15.61 0 0 0 0 0 0 0 0 2 glazing, clr low -e 0.320 s 23.36 15.97 0 0 0 0 0 0 0 0 2 glazing, clr low -e 0.320 s 23.36 15.97 0 0 0 0 0 0 0 0 2 ,I zino. clr low -e 0.320 s 23.36 15.97 0 0 0 0 0 0 0 0 Frm wall, wd ext, 3/ 0.060 sw 4.36 1.11 0 0 0 0 48 26 114 29 2 glazing, clr low -e 0.320 sw 23.36 30.25 0 0 0 0 0 0 0 0 11��--pDD��ppp 11 D0 0.390 sw 28.47 9.18 0 0 0 0 22 22 614 198 V� Frm wall, wd ext, 3/ 0.060 w 4.36 1.11 0 0 0 0 40 40 175 44 C 2 olazina. clr low -e 0.320 w 23.36 35.26 0 0 0 0 0 0 0 0 W Fan wall, wd ext, 3/ 0.060 nw 4.36 1.11 0 0 0 0 0 0 0 0 R 12C-Osw 0.000 - 0.00 0.00 0 0 0 0 62 62 0 0 11D0 0.390 n 28.47 9.18 0 0 0 0 0 0 0 0 C Attic ceiling, aspha 0.020 1.46 0.94 32 32 47 30 7 7 9 6 F 19C-19csco 0.000 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F Bg floor, light dry 0.989 72.20 0.00 32 0 0 0 98 12 830 0 61 c) AED excursion 1-31 1 1 -32 Envelope loss/gain 47 27 1863 277 12 a) Infiltration 0 0 312 35 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 47 27 2175 311 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -47 -27 17 4 14 Subtotal 0 0 2192 316 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 21971 3401 Air requomdload �f) I I I OI OI I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w� ightacatt Comfort Builder by Wrightsoft 19.0.09 RSU24510 2019 -Nov -14 12:04:52 �° ...Const\Working\4560 Zephyr St\4560 Zephyr St.rut Calc = MJ8 Front Door faces: W Page 3 Right -J® Worksheet Entire House Ultimate Heating & Cooling 4971 Monaco St, Commerce City, CO 80022 Job: 4560 Zephyr St Date: By: Nicholas Moore 1 Room name HALL MECH 2 Exposed wall 4.0 ft 0 ft 3 Room height 10.0 ft heat/cool 10.0 ft heat/cool 4 Room dimensions 1.0 x 67.6 ft 5.8 x 3.5 ft 5 Room area 67.6 ft' 20.1 ft2 Ty Construction U -value Or I HTM I Area (ft') I Load Load I Area (ft') Load number (Btuh/ft'-°F (Btuh/f t') or perimeter (ft) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Frm wall, wd ext, 3/ 0.060 n 4.36 1.11 0 0 0 0 0 0 0 0 W Frm wall, wd ext, 3/ 0.060 ne 4.36 1.11 0 0 0 0 0 0 0 0 -G 2 glazing, clr low -e 0.320 ne 23.36 24.94 0 0 0 0 0 0 0 0 Frm wall, wd ext, 3/ 0.060 a 4.36 1.11 40 18 80 20 0 0 0 0 11 2 glazing, clr low -e 0.320 a 23.36 35.26 0 0 0 0 0 0 0 0 2 glazing, clr low -e 0.320 a 23.36 35.26 0 0 0 0 0 0 0 0 2 glazing, clr low -e 0.320 a 23.36 35.26 0 0 0 0 0 0 0 0 11 DO 0.390 a 28.47 9.18 22 22 614 198 0 0 0 0 Frm wall, wd ext, 3/ 0.060 s 4.36 1.11 0 0 0 0 0 0 0 0 2 glazing, clr low -e 0.320 s 23.36 15.61 0 0 0 0 0 0 0 0 2 glazing, cfr low -e 0.320 s 23.36 15.61 0 0 0 0 0 0 0 0 2 glazing, cir low -e 0.320 s 23.36 15.97 0 0 0 0 0 0 0 0 2 glazing, clr low -e 0.320 s 23.36 15.97 0 0 0 0 0 0 0 0 2 glazing, clr low -e 0.320 s 23.36 15.97 0 0 0 0 0 0 0 0 Frm wall, wd ext, 3/ 0.060 sw 4.36 1.11 0 0 0 0 0 0 0 0 2 glazing, clr low -e 0.320 sw 23.36 30.25 0 0 0 0 0 0 0 0 11 DO 0.390 sw 28.47 9.18 0 0 0 0 0 0 0 0 Frm wall, wd ext, 3/ 0.060 w 4.36 1.11 0 0 0 0 0 0 0 0 2 glazing, clr low -e 0.320 w 23.36 35.26 0 0 0 0 0 0 0 0 W Frm wall, wd ext, 3/ 0.060 nw 4.36 1.11 0 0 0 0 0 0 0 0 R 12C-Osw 0.000 - 0.00 0.00 0 0 0 0 93 93 0 0 11 DO 0.390 n 28.47 9.18 0 0 0 0 0 0 0 0 C Attic ceiling, aspha 0.020 1.46 0.94 49 49 72 46 0 0 0 0 F 19C-19csco 0.000 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F Bg floor, light dry 0.989 72.20 0.00 68 4 289 0 20 0 0 0 6 c) AED excursion 26 0 Envelope loss/gain 1056 239 0 0 12 a) Infiltration 108 12 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1164 252 0 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 2047 474 0 0 14 Subtotal 3211 725 0 0 15 Duct loads _0% 0% 0 0 -0% 0% 0 0 room dm) 32111 725 Air requi d (cfal I I 1421 91 I I 0I 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w vig htasott' 2019 -Nov -14 12:04:52 Comfort Builder by Wrightsoft 19.0.09 RSU24510 Page 4 ...Const\Working\4560 Zephyr St\4560 Zephyr St.rut Calc = MJ8 Front Door faces: W 9 Right -J® Worksheet Entire House Ultimate Heating & Cooling 4971 Monaco St, Commerce City, CO 80022 Job: 4560 Zephyr St Date: By: Nicholas Moore 1 Room name BATH SUITE WIC 2 Exposed wall 9.5 ft 0 ft 3 Room height 10.0 ft heat/cool 10.0 ft heat/cool 4 5 Room dimensions Room area 9.5 x 10.0 ft 95.0 ft' 9.5 x 5.5 ft 52.3 ft' Ty Construction U -value Or HT MF Area (ft') I Load I Area (ft') I Load number (Btuh/ft'-. (Btuh/f t') or perimeter (ft) (Btuh) or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Frm wall, wd ext, 3/ 0.060 n 4.36 1.11 0 0 0 0 0 0 0 0 Frm wall, wd ext, 3/ 0.060 ne 4.36 1.11 0 0 0 0 0 0 0 0 2 glazing, clr low -e 0.320 ne 23.36 24.94 0 0 0 0 0 0 0 0 Frm wall, wd ext, 3/ 0.060 a 4.36 1.11 0 0 0 0 0 0 0 0 11 2 glazing, clr low -e 0.320 a 23.36 35.26 0 0 0 0 0 0 0 0 2 glazing, clr low -e 0.320 a 23.36 35.26 0 0 0 0 0 0 0 0 2 glazing, clr low -e 0.320 a 23.36 35.26 0 0 0 0 0 0 0 0 11 DO 0.390 a 28.47 9.18 0 0 0 0 0 0 0 0 Frm wall, wd ext, 3/ 0.060 s 4.36 1.11 95 85 371 94 0 0 0 0 2 glazing, clr low -e 0.320 s 23.36 15.61 0 0 0 0 0 0 0 0 2 glazing, clr low -e 0.320 s 23.36 15.61 0 0 0 0 0 0 0 0 2 glazing, clr low -e 0.320 s 23.36 15.97 10 3 232 158 0 0 0 0 2 glazing, clr low -e 0.320 s 23.36 15.97 0 0 0 0 0 0 0 0 2 glazing, clr low -e 0.320 s 23.36 15.97 0 0 0 0 0 0 0 0 Frm wall, wd ext, 3/ 0.060 sw 4.36 1.11 0 0 0 0 0 0 0 0 2 glazing, clr low -e 0.320 sw 23.36 30.25 0 0 0 0 0 0 0 0 11 DO 0.390 sw 28.47 9.18 0 0 0 0 0 0 0 0 1-6 Frm wall, wd ext, 3/ 0.060 w 4.36 1.11 0 0 0 0 0 0 0 0 2 glazinq, clr low -e 0.320 w 23.36 35.26 0 0 0 0 0 0 0 0 W Frm wall, wd ext, 3/ 0.060 nw 4.36 1.11 0 0 0 0 0 0 0 0 R 12C-Osw 0.000 - 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 n 28.47 9.18 0 0 0 0 0 0 0 0 C Attic ceiling, aspha 0.020 1.46 0.94 95 95 139 89 52 52 76 49 F 19C-19cscD 0.000 0.00 0.00 90 90 0 0 23 23 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F Bg floor, light dry 0.989 72.20 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 1 121 1 1 15 Envelope loss/gain 742 354 76 45 12 a) Infiltration 257 29 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 999 383 76 45 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 48 28 -76 -45 14 Subtotal 1047 411 0 0 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 I 10471 4521 Air requomdl (cfm) I 46 I I O I O I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghtsot[ 2019 -Nov -14 Comfort Builder by Wrightsoft 19.0.09 RSU24510 12:04:52Page 5 Const\Working\4560 Zephyr St\4560 Zephyr St.rut Calc = MJ8 Front Door faces: W Right -J® Worksheet Entire House Ultimate Heating & Cooling 4971 Monaco St, Commerce City, CO 80022 Job: 4560 Zephyr St Date: By: Nicholas Moore 1 Room name BEDROOM STAIR2 2 Exposed wall 28.4 ft 15.5 ft 3 Room height 10.0 ft heat/cool 10.0 ft heat/cool 4 5 Room dimensions Room area 1.0 x 119.4 ft 119.4 ft' 14.0 x 3.5 ft 49.0 ft' Ty Construction U -value Or HT M Area (ft2) I Load I Area (ft') I Load number I (Btuh/ftz-°F (Btuh/f t') or perimeter (ft) (Btuh) or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Frm wall, wd ext, 3/ 0.060 n 4.36 1.11T 48 48 207 53 140 140 611 155 Frm wall, wd ext, 3/ 0.060 ne 4.36 1.11 49 36 155 39 0 0 0 0 -G 2 glazing, cir low -e 0.320 ne 23.36 24.94 14 0 324 346 0 0 0 0 Frm wall, wd ext, 3/ 0.060 a 4.36 1.11 18 18 76 19 15 15 65 17 11 2 glazing, cir low -e 0.320 a 23.36 35.26 0 0 0 0 0 0 0 0 2 glazing, cir low -e 0.320 a 23.36 35.26 0 0 0 0 0 0 0 0 2 glazing, cir low -e 0.320 a 23.36 35.26 0 0 0 0 0 0 0 0 11 DO 0.390 a 28.47 9.18 0 0 0 0 0 0 0 0 Frm wall, wd ext, 3/ 0.060 s 4.36 1.11 20 20 87 22 0 0 0 0 2 glazing, cir low -e 0.320 s 23.36 15.61 0 0 0 0 0 0 0 0 2 glazing, cir low -e 0.320 s 23.36 15.61 0 0 0 0 0 0 0 0 2 glazing, cir low -e 0.320 s 23.36 15.97 0 0 0 0 0 0 0 0 2 glazing, clr low -e 0.320 s 23.36 15.97 0 0 0 0 0 0 0 0 2 olazino, clr low -e 0.320 s 23.36 15.97 0 0 0 0 0 0 0 0 Frm wall, wd ext, 3/ 0.060 sw 4.36 1.11 49 36 155 39 0 0 0 0 2 glazing, clr low -e 0.320 sw 23.36 30.25 14 0 324 420 0 0 0 0 11 DO 0.390 sw 28.47 9.18 0 0 0 0 0 0 0 0 Frm wall, wd ext, 3/ 0.060 w 4.36 1.11 48 48 207 53 0 0 0 0 2 olazino. clr low -e 0.320 w 23.36 35.26 0 0 0 0 0 0 0 0 W Fnn wall, wd ext, 3/ 0.060 nw 4.36 1.11 53 53 231 59 0 0 0 0 PI 12C-Osw 0.000 - 0.00 0.00 0 0 0 0 0 0 0 0 L ---D 11 DO 0.390 n 28.47 9.18 0 0 0 0 0 0 0 0 C Attic ceiling, aspha 0.020 1.46 0.94 119 119 174 112 49 49 72 46 F 19C-19csco 0.000 0.00 0.00 2 2 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F Bg floor, light dry 0.989 72.20 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 1 -27 1 1-24 Envelope loss/gain 1943 1136 748 194 12 a) Infiltration 770 86 419 47 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2713 1222 1167 240 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 511 105 -1167 -240 14 Subtotal 3224 1327 0 0 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 al I 31431 11671 Air requomdload (cfm) I I I I 01 01 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. + w� �gr�t�ott' 2019 -Nov -1412:04:52 ' Comfort Builder by Wrightsoft 19.0.09 RSU24510 Page 6 .Const\Working\4560 Zephyr St\4560 Zephyr St. rut Calc = MJ8 Front Door faces: W Right -J® Worksheet Entire House Ultimate Heating & Cooling 4971 Monaco St, Commerce City, CO 80022 Job: 4560 Zephyr St Date: By: Nicholas Moore 1 Room name STUDY LNDRY/CLST 2 Exposed wall 23.3 ft 0 ft 3 Room height 10.0 ft heat/cool 10.0 ft heat/cool 4 5 Room dimensions Room area 1.0 x 154.7 ft 154.7 ft' 5.5 x 3.3 ft 17.9 ft' Ty Construction U -value Or I HTM I Area (ft') I Load I Area (fe) Load number (Btuh/ft'-°F (Btuh/ft') or perimeter (ft) (Btuh) or (ft) perimeter I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Frm wall, wd ext, 3/ 0.060 n 4.36 1.11 0 0 0 0 0 0 0 0 Frm wall, wd ext, 3/ 0.060 ne 4.36 1.11 0 0 0 0 0 0 0 0 2 glazing, clr low -e 0.320 ne 23.36 24.94 0 0 0 0 0 0 0 0 Frm wall, wd ext, 3/ 0.060 a 4.36 1.11 0 0 0 0 0 0 0 0 11 2 glazing, clr low -e 0.320 a 23.36 35.26 0 0 0 0 0 0 0 0 2 glazing, clr low -e 0.320 a 23.36 35.26 0 0 0 0 0 0 0 0 2 glazing, clr low -e 0.320 a 23.36 35.26 0 0 0 0 0 0 0 0 11 DO 0.390 a 28.47 9.18 0 0 0 0 0 0 0 0 Frm wall, wd ext, 3/ 0.060 s 4.36 1.11 110 98 427 108 0 0 0 0 2 glazing, clr low -e 0.320 s 23.36 15.61 6 2 140 94 0 0 0 0 2 glazing, clr low -e 0.320 s 23.36 15.61 6 2 146 98 0 0 0 0 2 glazing, clr low -e 0.320 s 23.36 15.97 0 0 0 0 0 0 0 0 2 glazing, clr low -e 0.320 s 23.36 15.97 0 0 0 0 0 0 0 0 2 glazinq, clr low -e 0.320 s 23.36 15.97 0 0 0 0 0 0 0 0 Frm wall, wd ext, 3/ 0.060 sw 4.36 1.11 0 0 0 0 0 0 0 0 2 glazing, clr low -e 0.320 sw 23.36 30.25 0 0 0 0 0 0 0 0 11 DO 0.390 sw 28.47 9.18 0 0 0 0 0 0 0 0 Frm wall, wd ext, 3/ 0.060 w 4.36 1.11 123 96 417 106 0 0 0 0 2 alazinq, clr low -e 0.320 w 23.36 35.26 27 0 631 952 0 0 0 0 W Frm wall, wd ext, 3/ 0.060 nw 4.36 1.11 0 0 0 0 0 0 0 0 R 12C-Osw 0.000 - 0.00 0.00 0 0 0 0 55 55 0 0 11 DO 0.390 n 28.47 9.18 0 0 0 0 0 0 0 0 C Attic ceiling, aspire 0.020 1.46 0.94 155 155 226 146 0 0 0 0 F 19C-19cscp 0.000 0.00 0.00 151 151 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 18 18 26 0 F Bg floor, light dry 0.989 72.20 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 1 2361 1 10 Envelope loss/gain 1 1986 1739 1 1 26 0 12 a) Infiltration 629 70 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2615 1809 26 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 685 152 -26 0 14 Subtotal 3300 1961 0 0 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Air 31461 96 12461 requomdl (cfm) I I I I I O I O I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr�ghtsoi[ 2019 -Nov -1412:04:52 Comfort Builder by Wrightsoft 19.0.09 RSU24510 Page 7 Const\Working\4560 Zephyr St\4560 Zephyr St.rut Calc = MJ8 Front Door faces: W Right -M Worksheet Entire House Ultimate Heating & Cooling 4971 Monaco St, Commerce City, CO 80022 Job: 4560 Zephyr St Date: By: Nicholas Moore 1 Room name STAIR 2 Exposed wall 0 ft 3 Room height 10.0 ft heat/cool 4 Room dimensions 9.3 x 3.3 ft 5 Room area 30.1 ft' Ty Construction U-valueOr I HTM I Area (ft2) I Load I Area I Load number (Btuh/ft'-°F (Btuh/ft') or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Frrn wall, wd ext, 3/ 0.060 n 4.36 1.11 0 0 0 0 1y Frm wall, wd ext, 3/ 0.060 ne 4.36 1.11 0 0 0 0 I -G 2 glazing, clr low -e 0.320 ne 23.36 24.94 0 0 0 0 Frm wall, wd ext, 3/ 0.060 a 4.36 1.11 0 0 0 0 11 2 glazing, clr low -e 0.320 a 23.36 35.26 0 0 0 0 2 glazing, clr low -e 0.320 a 23.36 35.26 0 0 0 0 2 glazing, clr low -e 0.320 a 23.36 35.26 0 0 0 0 11 DO 0.390 a 28.47 9.18 0 0 0 0 Frm wall, wd ext, 3/ 0.060 s 4.36 1.11 0 0 0 0 2 glazing, clr low -e 0.320 s 23.36 15.61 0 0 0 0 2 glazing, clr low -e 0.320 s 23.36 15.61 0 0 0 0 2 glazing, clr low -e 0.320 s 23.36 15.97 0 0 0 0 2 glazing, clr low -e 0.320 s 23.36 15.97 0 0 0 0 2 glazinq, clr low -e 0.320 s 23.36 15.97 0 0 0 0 Frm wall, wd ext, 3/ 0.060 sw 4.36 1.11 0 0 0 0 2 glazing, clr low -e 0.320 sw 23.36 30.25 0 0 0 0 11 DO 0.390 sw 28.47 9.18 0 0 0 0 UY- Frm wall, wd ext, 3/ 0.060 w 4.36 1.11 0 0 0 0 LG 2 gfazinq, clr low -e 0.320 w 23.36 35.26 0 0 0 0 W Frm wall, wd ext, 3/ 0.060 nw 4.36 1.11 0 0 0 0 R 12C-Osw 0.000 - 0.00 0.00 35 35 0 0 " 11 DO 0.390 n 28.47 9.18 0 0 0 0 C Attic ceiling, aspha 0.020 1.46 0.94 0 0 0 0 F 19C-19cscp 0.000 0.00 0.00 0 0 0 0 F 21A -32t 0.020 1.46 0.00 30 30 44 0 F Bg floor, light dry 0.989 72.20 0.00 0 0 0 0 61 c) AED excursion 10 Envelope loss/gain 44 0 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 44 0 Less external load 0 0 Less transfer 0 0 Redistribution 44 0 14 Subtotal 0 0 15 Duct loads -0% 0% 0 0 Total room load OI OI Air required (cfm) I I 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -41- 2019 -Nov -14 12:04:52 ACfCA Comfort Builder by Wrightsoft 19.0.09 RSU24510 Page 8 .Const\Working\4560 Zephyr St\4560 Zephyr St.rut Calc = MJ8 Front Door faces: W SECOND Job #: 4560 Zephyr St Performed by Nicholas Moore for: Revolve 4560 Zephyr St Wheat Ridge, CO 80033 Ultimate Heating & Cooling 4971 Monaco St Commerce City, CO 80022 Scale: 1 : 99 Page 1 Comfort Builder by Wrightsoft 19.0.09 RSU24510 2019 -Nov -14 12:05:08 ...560 Zephyr St\4560 Zephyr St.rut ENTRY Job #: 4560 Zephyr St Performed by Nicholas Moore for: Revolve 4560 Zephyr St Wheat Ridge, CO 80033 Ultimate Heating & Cooling 4971 Monaco St Commerce City, CO 80022 Scale: 1 : 99 Page 2 Comfort Builder by Wrightsoft 19.0.09 RSU24510 2019 -Nov -14 12:05:08 .560 Zephyr St\4560 Zephyr St.rut Duct System Summary Entire House Ultimate Heating & Cooling 4971 Monaco St, Commerce City, CO 80022 For: Revolve 4560 Zephyr St, Wheat Ridge, CO 80033 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.70 in H2O 0.36 in H2O 0.34 in H2O 0.146 / 0.190 in H2O 0.070 in/100ft 900 cfm 478 ft Job: 4560 Zephyr St Date: By: Nicholas Moore Cooling 0.70 in H2O 0.36 in H2O 0.34 in H2O 0.146 / 0.190 in H2O 0.070 in/100ft 900 cfm Supply Branch Detail Table Name Design (Btuh) Htg (cfm) Clg (cfm) Design FR Diam (in) H x W (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH SUITE c 411 46 52 0.081 5.0 Ox 0 ShMt 14.3 165.0 st1 BEDROOM c 1327 143 167 0.070 8.0 Ox 0 ShMt 22.0 185.0 st2 ENTRY h 2192 97 40 0.079 7.0 Ox 0 ShMt 20.3 165.0 st2 HALL h 3211 142 91 0.073 8.0 Ox 0 ShMt 18.5 180.0 st2 LIVING -A h 3669 163 152 0.082 8.0 Ox 0 ShMt 3.5 175.0 st2 LIVING -B h 3669 163 152 0.085 8.0 Ox 0 ShMt 16.5 155.0 st1 STUDY c 980 73 123 0.072 8.0 Ox 0 ShMt 26.3 175.0 st1 STUDY -A c 980 73 123 0.070 8.0 Ox 0 ShMt 22.0 185.0 st1 W right5K7ft Comfort Builder by Wrightsoft 19.0.09 RSU24510 Const\Working\4560 Zephyr St\4560 Zephyr Strut Calc = MJ8 Front Door faces: W 2019 -Nov -14 12:04:54 Page 1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk SO Peak AVF 355 450 0.070 579 11.0 8 x 14 ShtMetl st2 Peak AVF 545 450 0.070 613 11.8 8 x 16 ShtMetl W right5K7ft Comfort Builder by Wrightsoft 19.0.09 RSU24510 Const\Working\4560 Zephyr St\4560 Zephyr Strut Calc = MJ8 Front Door faces: W 2019 -Nov -14 12:04:54 Page 1 I Return Branch Detail Table Return Trunk Detail Table -7 Name Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Peak AVF Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb3 Ox 0 335 465 142.5 0.134 1331 8.0 Ox 0 ShMt rt1 rb4 Ox 0 239 131 162.5 0.117 686 8.0 Ox 0 ShMt rt1 rb1 Ox 0 325 305 271.0 0.070 931 8.0 Ox 0 ShMt rt1 Return Trunk Detail Table -7 Name Trunk Type Htg (cfm) Clg (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk rt1 Peak AVF 900 900 0.070 675 14.8 8 x 24 ShtMetl � 44d- wrlght5ioft Comfort Builder by Wrightsoft 19.0.09 RSU24510 #--C ...Const\Working\4560 Zephyr St\4560 Zephyr St.rut Calc = MJ8 Front Door faces: W 2019 -Nov -14 12:04:54 Page 2 Static Pressure and Friction Rate Job: 4560 Zephyr St Date: Entire House By: Nicholas Moore Ultimate Heating & Cooling 4971 Monaco St, Commerce City, CO 80022 For: Revolve 4560 Zephyr St, Wheat Ridge, CO 80033 AvailablePressure Heating Cooling (in H2O) (in H2O) External static pressure 0.70 0.70 Pressure losses Supply Return Coil 0.17 0.17 Heat exchanger 0 0 Supply diffusers 0.03 0.02 Return grilles 0.03 0.03 Filter 0.15 0.1E Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.070 OK 0.070 OK Return Ducts 0.070 OK 0.070 OK Fitting Equivalent LengthDetails Supply 4G=80, 2A3=65, 1L1=40: TotalEL=185 Return 6G=30, 6C6=115, 6CA=10, 10A=75, 5H2=30: TotalEL=260 Wrightsoft' 2019 -Nov -1412:04:54 Comfort Builder by Wrightsoft 19.0.09 RSU24510 Page 1 !�+ ...Const\Working\4560 Zephyr St\4560 Zephyr St.rut Calc = MJ8 Front Door faces: W Supply Return (ft) (ft) Measured length of run -out 21 4 Measured length of trunk 1 7 Equivalent length of fittings 185 260 Total length 207 271 Total effective length 478 Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.070 OK 0.070 OK Return Ducts 0.070 OK 0.070 OK Fitting Equivalent LengthDetails Supply 4G=80, 2A3=65, 1L1=40: TotalEL=185 Return 6G=30, 6C6=115, 6CA=10, 10A=75, 5H2=30: TotalEL=260 Wrightsoft' 2019 -Nov -1412:04:54 Comfort Builder by Wrightsoft 19.0.09 RSU24510 Page 1 !�+ ...Const\Working\4560 Zephyr St\4560 Zephyr St.rut Calc = MJ8 Front Door faces: W Colorado Geoscience & Design, Inc. P.O. Box 68 Franktown, Colorado 8oii6 • Phone: 303.688.2150 • Fax: 303.688.1295 • CoGeoDesign.Com Revolve Construction 5168 Parfet Street, Unit i Wheat Ridge, CO 80033 SUBSURFACE INVESTIGATION OF 4560 ZEPHYR STREET JEFFERSON COUNTY, COLORADO REPORT NO. 19-304 Augusts 2oi9 NOT VALID WITHOUT ORIGINAL SIGNATURE GEOTECHNICAL STRUCTURAL CIVIL c� d Wheat Ftit�9 DIMS) guitid� '0A ENGINEERS Colorado Geoscience & Design, Inc. P.O. Box 68 Franktown, Colorado 8o116 • Phone: 303.688.2150 • Fax: 303.688.1295 • CoGeoDesign.Com Revolve Construction 5168 Parfet Street, Unit 1 Wheat Ridge, CO 80033 SUBSURFACE INVESTIGATION MI 4560 ZEPHYR STREET JEFFERSON COUNTY, COLORADO REPORT NO. 19-304 August 14 2019 - NOO Ll �, .j11.0600 S V4 •'. ti'q S. i'0; �O or 47 ' . o�FSSOQt E0 NA NOT VALID WITHOUT ORIGINAL SIGNATURE GEOTECHNICAL STRUCTURAL CIVIL ENGINEERS TABLE OF CONTENTS General Site Conditions Field and Laboratory Investigation Foundation Recommendations Criteria for Concrete Slab on Grade Construction Placement of Foundation Fill Subsurface Drainage Surface Drainage Foundation Excavation Radon Gas General Information Location Map Log of Test Holes Swell / Consolidation Charts Summary of Laboratory Testing Details of Foundation Drain System Foundation Grading Detail Appendix 1 1 1 2 3 5 5 6 7 7 7 Figure 1 Figure 2 Figure 3 Table 1 Detail 1 Detail 2 Information about the Report Subsurface Investigation Revolve Construction Colorado Geoscience and Design, Inc. Report No. 19-304 GENERAL This report presents the results of data obtained during the subsurface investigation at 4560 ZEPHYR STREET, JEFFERSON COUNTY, COLORADO. This investigation was made to determine the type of foundation required, allowable bearing capacity, and groundwater conditions encountered at the time of the field investigation. SITE CONDITIONS At the present time there is an existing single-family residence located at this site. It is our understanding a second -story addition over a crawl space is planned for the residence. The proposed structure will consist of wood framed construction with a steel reinforced concrete foundation. We anticipate the foundation loads for the house to range from 1,000 to 2,000 pounds per linear foot of foundation wall. The topography of the site is generally flat. The site is landscaped with native trees, shrubs and grass. The weather was warm and cloudy at the time of the investigation. If the type of construction changes from that specified above, please contact this office for additional recommendations and/or requirements. FIELD AND LABORATORY INVESTIGATION One (1) exploratory test hole was drilled on July 31, 2019 at the site shown on the Location Map, Figure 1. The test hole was drilled with a four -inch (4") diameter auger advanced with a CME -45 soil exploration drill rig. At specific intervals, the drilling tools were removed from the test holes and soil samples were obtained with a two-inch (2") diameter spoon sampling tube. The depths at which soil samples were taken and a description of the soil encountered are shown on the Log of Test Holes, Figure 2, and the Summary of Laboratory Testing, Table 1. All soil samples were carefully observed in the field during the drilling operation. These samples were classified in the laboratory through visual observation and laboratory testing to determine the pertinent properties. The natural moisture content and dry density was obtained from relatively undisturbed drive samples of typical soils. Swell - consolidation tests were performed on typical soil samples see Figure 3. These tests indicate the behavior of the soil upon various loadings in a wetted condition. Groundwater was not encountered at the time of the field investigation. These observations represent the groundwater conditions at the time of drilling or measurement and may not be indicative of the conditions at other times. Groundwater levels can be expected to fluctuate with varying seasonal weather conditions and if the sites use irrigation for lawns. August 14, 2019 Subsurface Investigation Revolve Construction Colorado Geoscience and Design, Inc. Report No. 19-304 Site soil conditions encountered may appear different from the test borings as presented in this report. An excavation observation is required and must be performed by a representative of this office to verify existing soil conditions, and the proposed design bearing pressure. The excavation observation must be performed only after the entire building footprint has been excavated to the bottom of bearing elevation. In addition, it may be necessary to revise our foundation recommendations based upon results of the excavation. The fee for this observation and/or revised foundation recommendations is not included in the cost of the soil report. Failure to follow the observation requirements noted herein may jeopardize the success of this construction project and Colorado Geoscience and Design Inc. shall be absolved from any and all responsibility for any damages arising from the failure to obtain proper site observations. If an individual or contractor performs an open -hole or site observation or disregards the foundation recommendations cited herein, other than those provided by Colorado Geoscience and Design, Inc.'s, or that which has been approved by the local building officials, that individual or contractor will assume all liability for using this subsurface investigation and its relevant construction recommendations. FOUNDATION RECOMMENDATIONS Based on our evaluation of the subsurface conditions, we recommend the proposed addition to the single-family residence be founded on continuous concrete footings and pads. The new foundation system shall match the existing foundation system A professional engineer should use the following design criteria to design the foundations. 1. The maximum soil bearing pressure for the additional loads imposed on the existing footings and pads from the second story addition shall be 1,250 pounds per square foot (DL+LL). 1. No footing or pad shall bear upon topsoil or soils that contain organic material. All loose and disturbed soil shall be removed before pouring the concrete for the footings or bearing pads. 2. All continuous footings supporting perimeter concrete foundation walls shall be at least 16 inches wide or the width required for the maximum design loads. We recommend footings be reinforced to bridge isolated soft areas up to 10 feet. Exterior footings should be provided with at least 3 feet of soil cover for frost protection, or per county codes. 3. The foundation walls shall be designed for an active horizontal pressure based on an equivalent fluid density of 40 pounds per cubic foot plus any applicable surcharge or hydrostatic loads. August 14, 2019 2 Subsurface Investigation Revolve Construction Colorado Geoscience and Design, Inc. Report No. 19-304 4. In place structural settlements are very difficult to predict with any reasonable accuracy, due to the large number of variable geotechnical parameters involved. However, based upon the currently available methods of settlement prediction, it is estimated that total structural settlement will be on the order of 1" and differential structural settlement will be on the order of Y2". CRITERIA FOR SLAB -ON -GRADE CONSTRUCTION Virtually all concrete slabs undergo some type of movement. Concrete slabs placed on soils comprised of medium dense or dense granular material or comprised of soft or stiff clays with swell potential less than 1 % under a 1000 Ib surcharge is considered unlikely to sustain intolerable movement by standard engineering practice. Cracking of slabs -on -grade is difficult to control and should be expected to occur with time. Cracking may be the result of many factors such as concrete shrinkage and daily and seasonal variability in temperature and humidity and not necessarily the result of soil movement. Further, cracks and movement of slabs -on -grade can be transmitted through rigid floor coverings such as ceramic tile. Performance expectations should be taken into consideration in the selection of floor slab coverings. If floor coverings or coatings less permeable than the concrete slab are used, or if moisture is a concern, we recommend a vapor retarder be placed beneath the slab. Flooring installation should be consistent with the flooring manufacturer's recommendations for subsoil and slab construction and moisture testing prior to installation. A change in water content in soils is a major contributor to slab movement Colorado Geoscience and Design recommends that steps be taken to reduce the possibility of intolerable concrete slab movement due to changes in water content. Properly landscaped yards, drainage from the foundation walls, and the installation of perimeter and/or under slab drainage systems are ways to mitigate changes in the water content of the indigenous soils (See "Surface Drainage"). A slab performance risk evaluation was conducted in general compliance with industry guidelines for the local area. The risk assessment of a site for potential movement is not absolute; rather, it represents a judgment based upon the data available and our experience in the area. Movement of foundations and concrete flat work will occur over time in low to very high-risk areas as the soil moisture content increases. On low and moderate rated sites, slab movements of up to 3 inches across the slab with cracking of up to % inch in width and/or differential movement are not unusual. The damage generally increases as the risk assessment increases and as the depth of wetting increases. It must be understood, however, that assessing risk is an opinion, and the prediction of heave is not an exact science. Therefore, it may be possible that heave August 14, 2019 3 Subsurface Investigation Revolve Construction Colorado Geoscience and Design, Inc. Report No. 19-304 less than or in excess of what is described herein may be experienced. This risk should be communicated to the subsequent homebuyer. We recommend the owner or prospective buyer review 'A Guide to Swelling Soils for Colorado Homebuyers and Homeowners", which is a special publication produced (SP43) by the Colorado Geological Survey to assist homeowners in reducing damage caused by swelling soils. Swell Potential Chart Slab Performance Risk Category Representative Percent Swell 1,000 psf Surcharge) Low 0 to <2 Moderate 2 to <4 High 4 to <6 Very High >_ 6 Note: the representative Dercent swell values oresented are not necessarily measurari valu=e rathar they are a judgment of the swell of the soil and bedrock profile likely to influence slab performance. The swell potential of the indigenous soils for the residence at this site meets the criteria for low risk of slab -on -grade movement. Concrete slabs may be used for basement slabs, garage slabs and exterior surface (sidewalks, patios and aprons) placed on the native soil. Furthermore, intolerable movement of any slab on grade may occur at the site as a result of future factors beyond the control of Colorado Geoscience and Design, Inc. If differential slab -on -grade movement is not acceptable to the owner/builder, and if the owner/builder is unwilling to accept the risk of differential slab -on -grade movement, a structural floor above a crawl space is required in the basement. The owner/builder shall be cautioned that problems with mold may arise when floors are built over a crawl space or with a structural floor. In order to prevent such problems, it may be necessary to take specific actions to mitigate the potential for molds, such as installing actively controlled humidistat systems and devices, providing adequate ventilation of enclosed spaces below the floor, and/or treatment of the soils with anti - mold, anti -fungal chemical agents. Colorado Geoscience and Design, Inc. will not be responsible for any and all claims arising from issues of mold or fungal contamination. It is the builder's responsibility to adequately address these issues during construction. If the owner/builder accepts the risk of slab -on -grade movement and chooses a slab -on - grade floor, the following steps shall be part of the concrete slab design: • Any soil disturbed during construction shall be compacted by use of a vibratory plate in the case of loose granular soils or wheel rolled by heavy equipment in the case of soft clay or silt soils prior to placement of the concrete slab. • The soil should be kept moist but not wet during the compaction process as well as immediately prior to the placement of the concrete slab directly onto the soil. Steps shall be taken to ensure that subsurface moisture beneath the concrete slab remains constant during the construction process. August 14, 2019 Subsurface Investigation Revolve Construction Colorado Geoscience and Design, Inc. Report No. 19-304 • The concrete slab shall be structurally isolated from all foundations and shall be isolated from penetrations by suitable expansion material not less than Y2" thick. The floating concrete slab shall be completely isolated from all utility lines. • Control joints shall be provided in the concrete slab. These control joints must be saw cut or tooled to a minimum of one third of the thickness of the slab. No portion of the concrete slab will have an area greater than neither 100 square feet nor a maximum dimension of 12'-0" in any direction without a control joint. • All non-bearing partition walls shall be constructed with a minimum of 3 inches of float to allow for slab -on -grade movement. • If a hot water heating system is used, the piping may be cast within the concrete slab if the slab is reinforced with steel rebar and special care is taken not to damage the piping during future construction activities. Nails shall not be driven into a concrete slab that has hot water piping. Base plates should be attached with construction adhesive or anchor bolts cast in the concrete slab at the time of placement. If a forced air furnace is used, a 2" flexible connection should be installed between the furnace and the duct. PLACEMENT OF FOUNDATION FILL Expansive soil is not suitable for backfill material adiacent to the foundation backfill or for retaining walls. Any soil disturbed or imported material adjacent to the foundation walls shall be re -compacted to a minimum of 90% of Standard Proctor Density, ASTM D-698. Compaction of each lift adjacent to walls should be accomplished with hand -operated tampers or other lightweight compactors. Over compaction may cause excessive lateral earth pressure, which could result in wall movement. No water flooding techniques should be used in the compaction of backfill. SUBSURFACE DRAINAGE The installation of an exterior foundation perimeter drainage system is required for any habitable space below grade level. See Perimeter Drain Detail 1, for a suggested method of installing this system. The perimeter drain shall discharge at a daylight location a minimum of 15 -feet away from the home. The daylight end shall have a screened end section to prevent rodents from entering the drain. Alternatively, the perimeter drain may discharge into a sump pit with a sump pump. If a sump pit is used, homeowners should perform routine observations of the sump pump system to make sure it remains in good working order. Failure to install and failure of a sump pump system can cause serious foundation problems. Water accumulation around August 14, 2019 Subsurface Investigation Revolve Construction Colorado Geoscience and Design, Inc. Report No. 19-304 foundation elements is the major cause of foundation stress, therefore proper installation of the perimeter drain is very important. SURFACE DRAINAGE The backfill soil around the foundations should be moistened and well -compacted in 12 - inch maximum lifts with hand operated mechanical compaction equipment to prevent future settling. Controlled puddling of the backfill soils is not allowed. Site grading is critical. A simple means of reducing moisture change to prevent water infiltration into the soil is to slope the ground away from the foundation. For proper drainage, a slope of 10% (1' in 10') away from the foundations in all directions is required. This slope must be maintained for a minimum distance of 10'-0". The property owner should inspect the area around the foundation regularly particularly after rainstorms to determine if proper drainage away from the structure has been maintained. The owners are advised to immediately fill in any settled area near the foundations to eliminate containment of water. Roof drainage should include gutters, downspouts, extensions, and splash blocks. Down spouts must discharge onto concrete splash blocks or into metal gutter extensions at least 6 foot away from the foundation walls and beyond any backfill zones directing water away from the foundation. The owners should be cautioned regarding the installation of a lawn adjacent to the foundation walls. Lawn irrigation must be more than five feet (5') from the foundation walls to prevent wetting of the subsurface soils. Lawn and/or plants should not be planted within five feet (5') of the foundation walls. We recommend providing decorative gravel or bark around the foundations, as shown in Foundation Grading Detail 2. This method will prevent ponding of water and provide for proper drainage from the foundations. Non -woven geo textile fabric can be placed under the mulch to reduce weed growth and still allow some evaporation of soil moisture. Sprinkler heads and emitters should not be located or spray within 5 feet of the foundation or patio slabs and beyond backfill zones. Plantings near the foundations should not trap surface runoff. Furthermore, sidewalks or low-water consumption groundcover are recommended to further reduce the risk of water infiltration near the foundation walls. All pressurized irrigation lines and valve boxes should be located at least 10 feet from the foundation or patio slabs. Buried rain gutter discharge pipes are not recommended because of often undetected seepage problems caused by clogging, crushing and adverse grading of the pipes. Similarly, infiltration basins are not recommended adjacent to or upgrade of adjacent structures. If detention is required by statute, infiltration basins should be located down gradient and at least 30 feet from foundations. August 14, 2019 6 Subsurface Investigation Revolve Construction Colorado Geoscience and Design, Inc. Report No. 19-304 Changes in site grading by landscapers or property owners can have damaging effects on foundations and concrete basement and garage slabs -on -grade. It is the property owner's responsibility to control water and maintain the site to prevent infiltration near foundations. Additionally, it is the property owner's responsibility to maintain downspouts and buried sprinkler system conduits. FOUNDATION EXCAVATION Precautions should be taken in deep excavations for safety of workers and to protect nearby structures. The sides of the temporary excavations should be sloped or benched per OSHA excavation requirements. Spoils from the excavation should not be placed within 2 feet of the excavation sidewalls and the excavation should not be subject to excess vibration wetting or drying. It is the owner/contractor responsibility to be familiar with the OSHA Safety and Health Standards for the Construction Industry, 29 CFR Part 1926, or the appropriate foundation chapters of the International Building Code prior to construction. RADON GAS Most counties in Colorado have average radon levels (measured in homes) above the U.S. EPA recommended level of 4 PicoCuries per liter of air (pCi/1). Results of a 1987- 1988 EPA -supported radon study for Colorado indicated that granitic rocks, in particular, generally have elevated levels of uranium. Radon tends to accumulate in poorly ventilated areas below ground level and can accumulate in above grade construction as well. Providing increased ventilation of basements and crawl spaces and sealing of the joints can mitigate build-up of radon gas. This mitigation is best implemented during the design and construction phase of the residence. The Colorado Geologic Survey and the U.S. EPA are both good sources for additional information regarding radon. GENERAL INFORMATION Based on this subsurface investigation, the proposed foundations appear to be technically feasible to be constructed at the proposed site. The structures should be designed for construction in the direct vicinity of the boring location. If the proposed locations change, additional borings will be required to assess the soil conditions at the new location. Permitting work will be required to obtain any local and state approval, and design work will need to be performed by a qualified professional engineer to bring this project into final design, and subsequent construction. A qualified contractor experienced with similar projects should carry out the construction of this project. The construction process should be carefully observed and documented August 14, 2019 Subsurface Investigation Revolve Construction Colorado Geoscience and Design, Inc. Report No. 19-304 to ensure the construction is performed in accordance with the design drawings and technical specifications. In any soil investigation it is necessary to assume that the subsurface soil conditions do not vary greatly from the conditions encountered in our field and laboratory testing. Our experience has been that at times soil conditions do change and variations do occur and may become apparent at the time of excavation for the foundation system. The work contained herein was performed by, or under the direct supervision of a licensed Professional Engineer in the State of Colorado. Professional judgments and evaluations are presented based on information gathered during the drilling operations, conversations with the owner and/or contractor, and on experience with similar projects. The performance of the project is not guaranteed in any manner, only that the engineering work and judgments rendered meet the standard of care of the engineering profession. The engineering services performed are within the limits set by the Client, with the usual thoroughness and competence of the engineering profession. No other representation, expressed or implied, is included or intended. The parties specifically agree that Colorado Geoscience and Design, Inc. has not been retained nor will they render an opinion concerning any environmental issues, hazardous waste or any other known or unknown conditions that may be present on this site, since this is not in the scope of this report. August 14, 2019 8 r --q o C:) ,m KL8 kAa b c � �f r--4 � BSI ak2 @v2Q6 d wf /§\/ § § a O U�zR 6 ƒ /\�/ / ® 2 /c) | / U)m± Lf) a BSI ak2 @v2Q6 d §n/0 § /uj 2<< ;2b2@ e! `§§[n /d$ � ■§§/.§§\ !@)37§0§ ;k7�o§2B oz -k 2(! � [� un \R\�2/)§ $)g -w® =U7 §[ XHE2; (2d§((() /(2§®/( Colorado Geoscience and Design, Inc. PROJECT: Subsurface Investigation JOB NO: 19-304 CLIENT: Revolve Construction Log of Test Holes LOCATION:4560 Zephyr Street, Jefferson County, Colorado DRILLING METHOD: 4" Continuous Flight Auger 1 100 EI. 100 100 Fine-grained sand, silty, loose to medium dense, slightly moist, light brown to tan 9112 96 96 Clay, sandy, very stiff to hard, slightly moist, tan 92 29/12..: 92- -88 88— Fine-grained sand, silty, 2ar12 . loose to medium dense, LL o slightly moist, light brown to v tan 0 °' W 84 84 m m or Clay, sandy, very stiff to 80hard, slightly moist, tan 80 76 sono Claystone, moist, brown 76 72 72 Notes: Where Applicable --- 1. x1y indicates that 'Y' number of blows of a 140 -pound hammer falling 30 a: s Indicates ground water encountered during the drilling operation. inches are required to drive a 2 -inch diameter sampler "y" number of inches. b. Indicates ground water encountered after 24 hours. 2. 1 Indicates depth at which soil samples were taken. C. Indicates auger refusal. d. _C_ Indicates caving. Figure 2 + +8 J +6 J W +4 U)0 X +2 .-. O Z 0 O w Q -2 U � W --! -4 a O N -6 Z O U -8 Water added to sample SWELL - CONSOLIDATION TESTS 111 1 speessurredueatoowettdgr 100 300 1M 3M 5M 10M 20,000 28,000 APPLIED PRESSURE (PSF) Test Hole No. 1 Depth 3' Soil Description: Fine-grained sand, silty, loose to medium dense slightly moist light brown to tan + +8 J +6 J Lu +4 U. O W +2 -- O ® 0 W < -2 U D W J -4 Q. O N 6 O U -8 I ISwell/Consolidation under pressure due to wetting I 11T Water added to sample 100 300 1M 3M 5M 10M 20,000 28,000 APPLIED PRESSURE (PSF) Test Hole No. 1 Depth 8' Soil Description: Clay, sandy, very stiff to hard, slightly moist, tan JOB NO. 19-304 FIGURE 3 + +8 J +6 J W +4 LL N O M +2 O z 0 O Z F- LU -2 U 0 W J -4 d O Z Z -6 O U -8 SWELL - CONSOLIDATION TESTS I I I I ISwell/Consolidation under pressure due to wetting Water added to sample 100 300 1M 3M 5M 10M 20,000 28,000 APPLIED PRESSURE (PSF) Test Hole No. 1 Depth 14' Soil Description: Fine-grained sand, silty, loose to medium dense slightly moist light brown to tan + +8 J +6 J W +4 LL O Q; +2 O O 0 F- — W ~df' -2 U d W J -4 a O Z 6 O U -8 I I I I I I III Swell/Consolidation under pressure due to wetting Water added to sample 100 300 1M 3M 5M 10M 20,000 APPLIED PRESSURE (PSF) Test Hole No. 1 Depth 24' Soil Description: Claystone, moist, brown JOB NO. 19-304 28,000 FIGURE 3 a M = 6 z a 0 7 O i O O v � a O .ct U CL 0 N Ln d C '7 1 I ? .1 L t LM CD c C c � 00 'LS N c O d NO d U p - O N a O O O L O (n c O C C U'oCf) U) o O O en n > cn a p E ami T 0I f`6 _ CR to f6 _ C O M-7 i N � w i rn c'0 c'0 m E E U E E U 'y M o (O O r CO o a d a r r r a c O ;7 O ' (O M N N O p - O C O U E o v o `- in N N S cm > •v y rn� N N m N a N° r 0 :a cm c ` oo co co fl -LO LO co m B C7co d c O O O O C7 0 y C N '^ W 0 co 00 O C � o U 0 co m 14, N w O Z 2 r r r r W J c Q 1- z 0 co w 0 0 d w U Z W U O O W 0 O D Q O J O v APPENDIX Important Information About the Report The data collected by Colorado Geoscience & Design, Inc. during this investigation was used to provide geotechnical information and recommendations regarding subsurface conditions on the site investigated, the effect of those conditions on the proposed construction, and the foundation type for the named client. The stratification lines indicated on the boring log are approximate, and subsurface conditions encountered may differ from those presented herein. This uncertainty cannot be eliminated because of the many variabilities associated with geology. For example, material and engineering characteristics of soil and bedrock may change more gradually or more quickly than indicated in this report, and the actual engineering properties of non -sampled soil or rock may differ from interpretations made based on boring logs. Quantitative conclusions regarding the performance of geotechnical structures prior to construction are not possible because of the complexity of subsurface conditions. Rather, engineering judgments and experience are used to estimate likely geotechnical performance and provide the necessary recommendations for design and construction. Put another way, we cannot be sure about what is not visible, so the collected data and our training and experience are used to develop predictions and recommendations. There are no guarantees or warranties implied or expressed. The owner and/or client must understand that uncertainties are associated with geotechnical engineering, and they, the owner and/or client, must determine the level of risk they are willing to accept for the proposed construction. The risks can be reduced, but not eliminated, through more detailed investigation, which costs more money and takes more time, and through any appropriate construction which might be recommended as a result of that more detailed investigation. To reduce the level of uncertainty, this report was prepared only for the referenced client and for the proposed construction indicated in the report. Unless authorized by Colorado Geoscience & Design, Inc. in writing, the owner will assume additional geotechnical risk if this report is used for any construction that differs from that indicated in the report. Our firm should be consulted well before changes in the proposed construction occur, such as the nature, size, configuration, orientation, or location of any improvements. Additionally, the knowledge and experience of local geotechnical practices is continually expanding and it must be understood the presented recommendations were made according to the standard of practice at the time of report issuance. If the construction occurs one or more years after issuance of the report, the owner and/or client should contact our firm to determine if additional investigation or revised recommendations would be advisable. Geotechnical practice in the Denver Region must consider the risk associated with expansive soils and bedrock. Geotechnical practice in the Denver area uses a relative scale to evaluate swelling potentials. As stated in the Subsurface Investigation, when the sample is wetted under a surcharge pressure (loading) of 1000 pounds per square foot (PSF), the measured amount of swell is classified as low, moderate, high, or very high. Pa -e 1 of') Table 1 presents the relative classification criteria for the percentage of expansion relative to the initial sample height, at the indicated surcharge pressure. Swell Potential Chart SWELL POTENTIAL AT 1,000 LBS. CLASSIFICATION 0 to '/2% Non-expansive/Very-low '/2 to U/2% Low 1'/Z to 3'/2% Moderate 3'/2 to 6% High 6 to 8% Very High Greater than 8% Critical The swell potential classifications are based on the percentage of swell for samples placed on swell/consolidation machines under a surcharge of 1000 pounds per square foot. The relative swell classification can be correlated to potential slab damage as follows: Low - minor slab cracking, minor differential movement, and heave Moderate - lab cracking and differential movement, partial framing void and furnace plenum closure. High to Very High - large slab cracking and differential movement, closed voids, closed furnace plenum, and possible pipe rupture. These effects are based on monitoring and observation by several firms in the Denver metropolitan area and are not limited to the relative swell classification. More or less damage can occur in all classifications because of the uncertainty associated with subsurface conditions and geotechnical engineering. It is important to note that measured swell or soil expansion is not the only geotechnical criteria for the type of floor and foundation recommendations. Additional criteria considered include: • Soil and bedrock type and variability • Stratigraphy • Groundwater depth and anticipated post -construction moisture conditions. • Surface water drainage and features • Post -construction landscaping and irrigation • Construction details and proposed use • Local experience Page 2 of 3 Post -construction landscaping and owner maintenance will greatly affect structures on expansive soils and bedrock. Typically, irrigated landscaping increases the soil moisture content above the pre -constructed water content. Slabs, pavements, and structures significantly reduce evaporation of the soil moisture. Therefore, post - construction heave and resulting damage to buildings and other improvements are likely to occur on sites with expansive soils because of the high probability that subsurface moisture content will increase as the property and surrounding area is developed. Poor owner maintenance, such as negative slopes adjacent to foundation walls and irrigated landscaping adjacent to the foundation, also will significantly increase the risk of damage from expansive soil and bedrock. The property owner, and anyone he or she plans to sell the property to, must understand the risks associated with construction in an expansive soil area and also must assume responsibility for maintenance of the structure. The owner and prospective purchaser also should review "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners, " which is a special publication (SP 43) produced by the Colorado Geological Survey to assist homeowners in reducing damage caused by swelling soils. Page 3 of 3 BRACE WALLS, TOP & BOT., PRIOR TO BACKFILLING WELL SLOPED — 12" PER 10 FT. MIN. DO NOT DIKE WITH -t--SOD OR EDGING TOP 12" OF WELL—COMPACTED BACKFILL CONCRETE GRADE BEA" I I MODERLLELY COMPACTED FLOOR SLAB I i10 I DAMP PROOFING POLYETHYLENE GLUED TO WALL EXPANSION JOINT—,—AND EXTENDED ALONG THE BOTTOM OF THE EXCAVATION. 15# BUILDING FELT 4" MIN. 3/4' TO 1 1/2- CLEAN GRAVEL 4 DIAMETERPERFORATED PIPE. --,SLOPE DRAIN PIPE 1/8" PER FOOT TO 12" MIN. DAYLIGHT, OR TO A SUMP PIT, IF TO DAYLIGHT, COVER END WITH SCREEN. BACKFILL AROUND THE FOUNDATION SHOULD BE MOISTENED AND COMPACTED AND THE FINAL GRADE SHOULD BE WELL SLOPED TO PRECLUDE PONDING OF RAINFALL, IRRIGATION WATER, AND SNOW MELT ADJACENT TO FOUNDATION WALLS. CAUTION: DO NOT DIKE OR IMPEDE THE FLOW OF WATER AWAY FROM FOUNDATION WALLS WITH SOD, EDGING OR DECORATIVE GRAVEL AND POLYETHYLENE. DOWNSPOUTS AND SILL COCKS SHOULD DISCHARGE INTO SPLACE BLOCKS OR LONG EXTENSIONS. EXTERIOR DRAIN SYSTEM BELOW GRADE AND BACKFILL DETAILS (FOR FOOTING FOUNDATION) SECTION Colorado SCALE: NTS Geoscience & Design, Inc. v o go FRA` .CN: co ea•r FOUNDATION GRADING DETAIL 4'-0" MINIMUM DECORATIVE GRAVEL OR BARK AREA. ao�O 0100 c) o 0 �Oo-oo 0000 06 `SOIL TO BE SLOPED AWAY FROM FOUNDATION. WALL NOTE: 1. PROVIDE A MINIMUM SLOPE OF 6" IN THE FIRST 10'-0" FROM HOUSE (10%). 2. DOWNSPOUTS AND EXTENSIONS SHOULD EXTENDED 5'-0" BEYOND THE FOUNDATION. GRADE DETAIL 2 Rev. 09/2017 RESIDENTIAL Building Permit – Plan Review Worksheet Address:Zoning: Z Lot Size: 1D,Q�3.1�� Tf�C,� sq. ft. Lot Width: WT&C) ft. Property in the flood plain? PQ If yes, notify PW Floodplain Administrator and add surveying condition FLD Subdivision: Any conflict? (Y/N) Related Cases: Type of project (applicable survey conditions in parenthesis): Maximum Lot Coverage: b! V % L410 m. 5 sq. ft. Existing Improvements (footprints): House: sq. ft. Shed: sq. ft. Detached garage: sq ft. Other: sq. ft. Total Existing 1j 62q. 5,g sq. ft Lot Coverage 1q, % Proposed Improvements (footprints): House/addition: ►1629. S?�+ I"q.17 sq. ft. Shed: sq. ft Detached Garage: sq. ft. Other: sq. ft. Proposed+Existing f 29. 75 sq. ft Lot Coverage Z % Required Setbacks: FR ZS S S S R 10 Provided Setbacks: FR 2J S 13 1 S 1_ R 32 - For 2 For additions or new construction, is the structure within 2 feet of minimum setbacks? Yie_5 If yes, add surveying condition FND. Maximum Height: Proposed Height: U $ f ktl t) ft. Maximum Size: Proposed Size: sq. ft. sq. ft. Does the bulk plane apply? (Y/N) VJQ— If yes, does it meet on all sides (Y/N): FR S S R (See 26-642 and 26-120.C.1 — applies to all single-family structures (new, addition, accessory) in R -1C and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? 00 If yes, have parkland dedication fees already been paid (eg with a previous land use approval)?� If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG. Rev. 09/2017 Streetscape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots ❑ New development U Additions that increase gross floor area (not just the footprint) by 60% or more (proposed floor area q5 4Z — existing floor area Z .513 / existing floor area N 54,51 = 76., �_ % increase If any box above is checked... For SF/DUPLEX—Is there existing C/Curb ❑Gutter L15 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY—Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. Accees�'Conditions (apply to all new driveways, garages, additions, or new homes/units) a For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. 1J�I ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. Ll In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. IJA ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. ® For all uses, one access point per property is permitted. Landscaping Conditions (apply to additions and new dwelling units) ❑ For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Frontage of lot - width of driveway 13 / 70 = 2 (round up for required trees) Street trees required: Z Street trees provided: 2- ❑ 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. ❑ In the event that landscaping cannot be installed due to inclement weather prior to the issuance of a C.O., an escrow agreement with financial guarantees may be allowed to ensure future installation. 125% of the cost of the proposed improvements will be required with the agreement. These funds will be reimbursed back to the property owner or contractor once the improvements are in place. Dweljing Unit Zj Not approved as an independent dwelling unit. A) , Wh6atf de COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 4560 Zephyr St. Wheat Ridge, CO General Contractor: Revolve Design Build Electrical Sub -Contractor Permit #:150033 Company Name: Sutton Electrical Services Phone #: 720. 690. 2820 State License #: E0100699 Master #: 60557 Wheat Ridge License #: 180049 (required field) i nszi.-in e heed boo Sign of Authorized Agent Date Plumbing Sub -Contractor Company Name: Proline Plumbing Phone #:-720. 309. 8454 State License #: Wheat Ridge License #: Signature of Authorized Agent Mechanical Contractor Master #: (required field) Date Company Name: Ultimate Heating & Cooling LLC Phone: 303. 289. 2070 - /-t ;"r" - Wheat Ridge License #:-I . ' , ,' ti t �,,� (required field) Signature of Authorized Ag nt Date 16 ► A 0 Ci f � /6 12-o7- As City of W h 6at COMMUNM'DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Plumbing Subcontractor This form must be completed & signed by the PLUMBING SUBCONTRACTOR Subcontra ot's Performing�pnumbing work on site. se must be up to date prior to permit issuance. Project Address: General Contractor: I5W Zephyr st Revolve Design Build r Company Name: f/ V 14 b k Contact Phone #:3D3 .S Wheat Ridge Contractor License #: % S (required field) State License #:_ S-9 9 Master License #: 6 6 Z Vi- a Printed Name of Auth Agent Signatur o Auth Agent /- 30-2Z Date 9) T.O. RIDGE"SILO" 128 28'-0 - to b %4 24 24 fp<' 3� --- -- TO.P. LEVEL inro,mauon A1.5 It T.O.P. LEVEL t ti - to• -m 2T Z7 --I - T.O. SLAG 41 GE NORTH & SOUTH BUILDING ELEVATIONS CITYUsuCHWORKS 0. - 0.. 7 BUILDING SECTIONS T.O. FOOTING A5.0 -2. - 8" NOTES E1.0 1. Elevations shown at property lines and building corners are aIsohmittat per ILC by AAA Surveying Land Consultants, LLC. PLUMBING ISOMETRIC 2. Coordinate relocation and/or connection of all utilities as E.J ✓! �o+d required. 3. Maintain adequate slopes at grade around building perimeter. _ lint .42OM&� as 4. Dimensions take precedence over drawings. iPer Scent," 545 of the Mucipal Code i 6. Contractor to examine and verify all dimensions and ( of Laws, public improvements are required for this development. These responsible for any adjustments and or corrections. 7. All dimensions given to face of studs. 1 8. All exterior walls are to be 2x6 studs. I normally consist of City standard curb, \ I gutter and attached 5'sidewalk. Re: 1 Conditions of Approval, Note 1 1 FLAGSTONE C -D 1 EXISTING TO EXISTING TO i L 1 REMAIN THE SAME REMAIN THE SAME 1 w LU I 1 1 U IN 1 b A V)I m tw o F I TD�w Z^ 1 SECOND FLOOR ABOVE I EXISTING WALLS TO REMNN ILL L E Per Section 26.,01, the first twenty- Ge live (25) feet of driveway area from the existing edge of pavement into the 1 site shall be surfaced with concrete, asphalt, or brick pavers. Driveway width shall be I O' to 24' wide. I I ` I N '- EXISTING TREE 1 h TO REMAIN IIC Do -spout 1 \\ r. oricntanon B r 5SIDE SETBACK I °TO ISTI'BTRW REMAAIN 1 2 3 4 5 .�fac` r along the southern face of fthc the new stmcture to connect to underdrain systen,. LEGEND -- PROPERT BOUNDARY/ZONE LOT LINE ZONE LOT SETBACK LINE = AREA OF (N) CONSTRUCTION BUILDING FOOTPRINT (PROPOSED) = AREA OF (E) EXISTING AREA OF (N) CO'C PAVING OR _J FLAGSTONE PAI. ERS, T.B.D. GRADING PROJECT DATA Site Open Space Analysis zoning = R-2 addition lot width = 85' 35-0" Height limit 28'-0" proposed at addition zone lot area = 10,943.75 sf required open space = 6,566.25 sf (60% of lot area) maximum building coverage = 4,377.5 sf (40% of lot area) coverage by structures = 1,629.58 sf (existing house) +1.499.17 sf (new addition w/ roof cover) = 3,128.75 sf (<4,377.5 sf allowable) 28.5% bldg coverage (<40% allowed) lacks for Primary Structure Primary street = 26 -0 - Side interior = 5-0" Rear = 10'-0" Jing Codes 2012 International Building Code Amendments 2012 International Mechanical Code Amendments 2012 International Plumbing Code Amendments 2012 International Energy Conservation Code Amendments 2012 International Residential Code Amendments 2012 International Fire Code Amendments 2012 International Fuel Gas Code Amendments 2012 International Property Maintenance Code Amendments NFPA 99 Standards for Health Care Facilities, 2015 Edition Uniform Code for the Abatement of Dangerous Buildings, 5947 Edition Jina Construction T e Wood Framed Non -rated Zoll NEC II Description COIDIZAW etv,"i ftE Block 3 Lots 31 Hillcrest Heights County of Jefferson State of Colorado Climate Zone: 5B Wind Speed: 105 mpg (nominal 3s) Wind Exposure: C Seismic: Design Category'B' Frost Depth: 36" Roof Snow Load: 30 PSF Bedroom Window Emergency Escape Width: 20" Min. Live Load: 40 PSF - Ground Snow Load: 35 PSF CITY OF WHEAT RIDGE Importance Factor (Snow): 1.0 PUBLIC WORKS, ENGINEERING APPROVED FOR: Building Thermal Envelope ODRAINAGE 0SIDEWALK See A4.0 O CURB d GUTTER O STREET pfMISCELLANEOUS OPLAT Sheet Index COMMENT Re: re 4j Site Plan A0.0 COVER SHEEP APPROVEDw hCommana A1.0 ZONING SITE PLANj�-mar" A1.1 SITE AND SOILS INFO NIL EGIN E DATE SUBJECT TO FIELD INSPECTIONS /A1.2 T.O. RIDGE"SILO" Refer to"CONDITIONS OF 28'-0 - to b %4 24 24 fp<' T.O.P. "SILO"7 ._ zap'' --- -- TO.P. LEVEL inro,mauon A1.5 It T.O.P. LEVEL t ti - to• -m 2T Z7 --I - T.O. SLAG 41 GE NORTH & SOUTH BUILDING ELEVATIONS CITYUsuCHWORKS 0. - 0.. 7 BUILDING SECTIONS T.O. FOOTING A5.0 -2. - 8" NOTES E1.0 1. Elevations shown at property lines and building corners are aIsohmittat per ILC by AAA Surveying Land Consultants, LLC. PLUMBING ISOMETRIC 2. Coordinate relocation and/or connection of all utilities as E.J ✓! �o+d required. 3. Maintain adequate slopes at grade around building perimeter. _ lint .42OM&� as 4. Dimensions take precedence over drawings. 5. All work to be performed in compliance with all state and local codes. 6. Contractor to examine and verify all dimensions and conditions both on the plan and in the field, and be responsible for any adjustments and or corrections. 7. All dimensions given to face of studs. 8. All exterior walls are to be 2x6 studs. PROJECT DATA Site Open Space Analysis zoning = R-2 addition lot width = 85' 35-0" Height limit 28'-0" proposed at addition zone lot area = 10,943.75 sf required open space = 6,566.25 sf (60% of lot area) maximum building coverage = 4,377.5 sf (40% of lot area) coverage by structures = 1,629.58 sf (existing house) +1.499.17 sf (new addition w/ roof cover) = 3,128.75 sf (<4,377.5 sf allowable) 28.5% bldg coverage (<40% allowed) lacks for Primary Structure Primary street = 26 -0 - Side interior = 5-0" Rear = 10'-0" Jing Codes 2012 International Building Code Amendments 2012 International Mechanical Code Amendments 2012 International Plumbing Code Amendments 2012 International Energy Conservation Code Amendments 2012 International Residential Code Amendments 2012 International Fire Code Amendments 2012 International Fuel Gas Code Amendments 2012 International Property Maintenance Code Amendments NFPA 99 Standards for Health Care Facilities, 2015 Edition Uniform Code for the Abatement of Dangerous Buildings, 5947 Edition Jina Construction T e Wood Framed Non -rated Zoll NEC II Description COIDIZAW etv,"i ftE Block 3 Lots 31 Hillcrest Heights County of Jefferson State of Colorado Climate Zone: 5B Wind Speed: 105 mpg (nominal 3s) Wind Exposure: C Seismic: Design Category'B' Frost Depth: 36" Roof Snow Load: 30 PSF Bedroom Window Emergency Escape Width: 20" Min. Live Load: 40 PSF - Ground Snow Load: 35 PSF CITY OF WHEAT RIDGE Importance Factor (Snow): 1.0 PUBLIC WORKS, ENGINEERING APPROVED FOR: Building Thermal Envelope ODRAINAGE 0SIDEWALK See A4.0 O CURB d GUTTER O STREET pfMISCELLANEOUS OPLAT Sheet Index COMMENT Re: re 4j Site Plan A0.0 COVER SHEEP APPROVEDw hCommana A1.0 ZONING SITE PLANj�-mar" A1.1 SITE AND SOILS INFO NIL EGIN E DATE SUBJECT TO FIELD INSPECTIONS /A1.2 BASEMENT FLOOR PLAN Refer to"CONDITIONS OF A1.3 FIRST FLOOR PLAN APPROVAL" ror acidtional requirements/ A1.4 SECOND FLOOR PLAN inro,mauon A1.5 ROOF PLAN A3.0 EAST & WEST BUILDING ELEVATIONS A3.1 GE NORTH & SOUTH BUILDING ELEVATIONS CITYUsuCHWORKS A4.0 BUILDING SECTIONS DATE utsI A5.0 WALL SECTIONS RECEIVED /2 120/2079 E1.0 ELECTRICAL PLANS aIsohmittat P1.0 PLUMBING ISOMETRIC _ RrWSt DESIGN BI CO 80033 720 231 4Uniti Denver CAb.,= 2 0. ] 31.41 5 0 / revdvedb.can a) O Co t � U N o2S o C � Co ur) -0 'I c aJ a� Dneriptlon Drown by: AMY ROETHER Cheated by REVOLVE DB D- 12.18.19 ZONING SITE PLAN A1.0 City of Wheat Ridge Residential Demolition PERMIT - 202000304 PERMIT NO: 202000304 ISSUED: 02/11/2020 JOB ADDRESS: 4560 Zephyr St EXPIRES: 02/10/2021 JOB DESCRIPTION: Demolition of detached garage - 454.5 sq ft total; State permit no. 20JE0730D *** CONTACTS *** OWNER (303)746-1458 RUIZ BRENDAN GC (720)231-4156 JARED PHIFER 150033 REVOLVE CONSTRUCTION *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,500.00 FEES Total Valuation 0.00 Demolition Fee 50.00 ** TOTAL ** 50.00 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2017 NEC. Smoke alarms shall comply with 2012 IRC Section 134. INTERIOR ALTERATIONS, REPAIRS, FUEL -FIRED APPLIANCE REPLACEMENTS, OR ADDITIONS, ANY OF WHICH REQUIRE A BUILDING PERMIT, OCCURS OR WHERE ONE OR MORE ROOMS LAWFULLY USED FOR SLEEPING PURPOSES ARE ADDED SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN FIFTEEN FEET OF THE ENTRANCE TO EACH ROOM LAWFULLY USED FOR SLEEPING PURPOSES I by m 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 pen -nit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be perfor and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. l� ZO Signatu of OWNER r CONTRACTOR (Circle one) Date kl'i s permit wa ° ued 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 originalermit 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 andprocedures 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 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 granting of a Vermit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable cg4e,& any ordinapgp or regulation of this jurisdiction. Approval of work is subject to Iield 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 W heat Midge COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 291 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: PermitsCa1ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Property Owner (please print): �,�� -�� o5 e- Phone: 5o3 7q(6 -1q51 Property Owner Email: r \,,ca r ko A- VI- — v-o,5c� . & e,�_ Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer E-mail: Phone: Contractor Name: 6,14"A_\011— City of Wheat Ridge License M 1'00 3 5 Phone: q2_0 - 231 -y 1 S'6 Contractor E-mail Address: )cm -e4 C.-) � e � a11e �� • c o �� For Plan Review Questions & Comments (please print): CONTACT NAME (please print): —Phone:3o3 CONTACT EMAIL(p/ease print):jcY�� Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. ❑COMMERCIAL RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. �.A�O ka, � , & �ff C. - Sq. FULF 45`1 • <- BTUs Gallons Amps Squares For Solar: KIN # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ y Soo OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRA or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): `�- DATE: I I Printed Name: DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuation: Colorado Department of Public Health and Environment Air Pollution Control Division — Indoor Environment Program — Asbestos/IAQ Air Unit 4300 Cherry Creek Drive South, APCD-IE-131 Denver, Colorado 80246-1530 Phone: 303-692-3100 — Fax: 303-782-0278 E-mail: asbestos@state.co.us DEMOLITION APPROVAL NOTICE This approval notice is granted subject to Colorado Air Quality Control Commission Regulation No. 8, Part B, adopted December 21, 2007, and effective January 30, 2008 and the Colorado Air Pollution Prevention and Control Act C.R.S. (25-7-101 and 25-7-501 et seq). This notice signifies that the structure was inspected for asbestos, luminous exit signs (containing radioactive material), and Ozone -Depleting Refrigerants and the demolition contractor has properly notified the Colorado Department of Public Health and Environment pursuant to Regulation No. 8, Part B. As a contractor, you may be subject to other demolition licenses and permits, depending on the requirements of the county and municipality in which the work is being performed. The Colorado Department of Public Health and Environment, Air Pollution Control Division, strongly suggests that you check with county and municipal authorities in order to determine any other local building/permitting requirements that must be met. Please note that certain asbestos -containing materials (ACM) may remain in the structure during demolition. Therefore, any demolition debris left behind after the completion of post - demolition site cleanup may constitute a "reason to know of asbestos -contaminated soil" at the site, subject to the requirements of Section 5.5 of the Solid Waste Regulations (6 CCR 1007-2, Part 1). THE ORIGINAL APPROVAL NOTICE MUST BE POSTED ON SITE AT ALL TIMES. Immediately notify the Asbestos/IAQ Unit of project modifications by fax (number above) or e-mail (address above) and the appropriate county health department by fax. Project modifications include changes in the scope of work or the scheduled work dates, etc. This demolition approval notice is valid beginning 2/11/2020. The actual scheduled work dates are from 2/11/2020 through 2/29/2020. Approval issued on: 2/4/2020 Record number: 156500 Notice Number: 20JE0730D For the location specified below: Garage 4560 Zephyr St. Wheat Ridge Jefferson County This notice has been issued to: Revolve Design Build 5168 Parfet St. Unit 1 Wheat Ridge, CO 80033 Fee Paid: $55.00 Check number: CC 0290 Asbestos Building Inspector: Zach Stubbs Cerification No.: 25336 Inspection Date: 07/31/2019 Issue y: TS a of COtO JAN Z 6 70M S g am. LS, .�... .' ... °ITION NOTIFICATION APPLICATION �. ** �AN�r� APPLICATION FEE MUST ACCOMPANY THIS FORM�`�"``� J876 C� INCOMPLETE APPLICATIONS WILL BE RETORNED f:. dorado Department '_�lbt):, t�will be mailed to the demolition contractor unless specified otherwise) of public Health and Environment Fee: $50 + $5 per 1000 ft2 of area to be demolished$ 55 ,) (See instruction #1 on reverse side) Submit form to: Permit Coordinator Colorado Dept, of Public Health and Environment APCD-IE-B1 4300 Cherry Creek Drive South Denver, CO 80246-1530 Phone: 303-692-3100 Fax: 303-782-0278 Asbestos@state.co.us Mia * Regulated asbestos -containing materials means (a) tnaoie asoesios-wrudum,ial lal. w, yu•�+� -_._ . __.__ Category I nonfriable ACM that will be or has been subjected to sanding, grinding, cutting, or abrading or (d) Category II non fria ble ACM that has a high nenr.n L.:li{.. ni i.nnn...:n.. n hnn -1-_ —A n—A..nn.4 1n --A- 1... !6n innn..n nvnnMn.in nn1 -- fl. :n iMn nn..n.n _f Company Name: Building Name: / ✓ Revolve Design Build of facilitydr p Square footage of footprint of faci�on of facility to be demolished Street 5168 Parfet St Unit 1 454.5 sq ft Wheat Ridge4560 City: 7=state:lintormed SVeet: Zephyr St. Q C 0 o Com' Wheat Ridge County: Jefferson Zip Code: 80033 Telephone # Fax #= C 720 231-4156 Pmnac di rt Date P opsed mpletion Date Project Manager. Cell Phone #O 0 Bryan Bushaw 303 0 Method/Means of Demlition: I certify that the Certified Asbestos Building Inspector about any remainingasbestos-containing materials in Q t E demolished. IN Wrecking 0 Burning [I Implosion El Moving ❑ Other, specify: Sign , A Print Name: Q tBurning requires additional authorization - Please call (303) 692-3100 and ask Landfill 11666ivinglsuading Debris: _ I�t' V6�L S�vtLcS FVCT L �Fi to speak to the Doan Burning Permit Coordinator �a General Abatement Contractor (GAC) Owner's Name: Charlotte Rose 0 r m 3 Street: 4560 Zephyr St. CDPHE Asbestos Permit # Total Quantity of Asbestos Removed v yt p _ p = .a Date Removal Completed Telephone # ( ) City: Wheat Ridge State: CO Zip Code: 80033 0 Contacrs Name: Charlotte Rose Telephone # 303 746-1458 �y V m Type(s) of Asbestos Containing Material Removed: Q With my signature below, I certify that I possess current AHERA accreditation and state of Colorado certification as `o an Asbestos Building Inspector. I also certify that I have thoroughly inspected the facility to be demolished, as listed in the Demolition Site block above, sampled ail suspect materials, had all samples analyzed for the presence of Q, asbestos by a NVLAP-accredited laboratory, and have determined that no Regulated ACM exists anywhere in the facility.* I also certify that I have informed the owner/operator of the facility or the demolition contractor that any c o -containing material allowed to stay in the facility must remain non -friable during demolition. Specify type(s) to W' asbestos of ACM remaining, below: (check appropriate box(es)): d r� U) ❑ Vinyl asbestos floor tile (VAT) ❑ VAT mastic ❑ Tar/asphalt impregnated roofing ❑ Asphaltic pipe coatings 0 ❑ Spray -applied tar coatin s ❑ Caulkin ❑ Glazin ❑ Other, specify: d Signature: on Blue Ink) Printed Name: Cac7¢�1� S, m V Date of Final Insp 'on CO Cert # Expiration Date Telephone # Cell Phone # 20-- { I verify that all refrigerants from air conditioning/refrigeration appliances have been properly recovered in accordance with AQCC Regulation No. radioactive material) have been 15 (for information on CFC requirements call 692-3100). 1 further verify that all luminous exit signs (containing 3.6.4.3 (for information on luminous exit sign requirements call 303-692-3320). >. disposed of in accordance with 6 CCR 1007-1 subpart O v tp CHECK THE APPROPRIATE BOX: m � 3 � 0 ❑ Building Owner Contractor Other El Other m O Signature: Print Name: Jared Phifer THIS BOX IS FOR CDPHE USE ONLY: Postmark or Hand Delivery Dater Approved Approved By: Code: initial -310 ❑transfer -380 Form of Payment & #: '�4(:30 c a _55Permit #�� Record tate Issued: ._I n., rn�nnnn. 1 n fri�hi. n(`M ro that has hame friable. (c) Mia * Regulated asbestos -containing materials means (a) tnaoie asoesios-wrudum,ial lal. w, yu•�+� -_._ . __.__ Category I nonfriable ACM that will be or has been subjected to sanding, grinding, cutting, or abrading or (d) Category II non fria ble ACM that has a high nenr.n L.:li{.. ni i.nnn...:n.. n hnn -1-_ —A n—A..nn.4 1n --A- 1... !6n innn..n nvnnMn.in nn1 -- fl. :n iMn nn..n.n _f RMIT: ADDRESS: ' JOB CODE: 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 r 7 Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business idation Inspections Date Inspector Comments Initials ;aissons / Piers 201 Electrical / Cable/ Conduit -ooting / P.E. Letter 202 Sewer Underground Int. -oundation Setback Cert. ., )tem Walls `` f :oundation wall Insulation 204 Plumbing Underground Int. uo Not rour concrete i -nor 10 Approvai Ur i ne 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 r �' 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 r �' 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 ff 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 ff 410 Final W indow/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. y.�, t CITY OF WHEAT RIDGE CCS 'VotE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTIONNOTICE Inspection Type: 16ciccof Job Address: 41560 Z v (— 51 Permit Number: 20/ ZQ Wim© ❑ No one available for inspection: Time SAM,PM Re -Inspection required: Yes --'No When corrections have been made, call for re -inspection at 303-234-5933 Date: f ' /7 Inspector: �� c'l DO NOT REMOVE THIS NOTICE i i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3(-&,roi /" Job Address: Z-1560 Permit Number: �Ly7C %QUO ❑ No one available for inspection: -Timed t —__Y6-,AM/PNJ/*' Re -Inspection required: Yes No When corrections have been made, call-fdr re -inspection at 303-234-5933 Date:jd ' /�' /% Inspector: DO NOT REMOVE THIS NOTICE 3 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line_��9� (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: C oa_1 4 1-"S Job Address: 7C , Permit Number: ❑ No one available for inspection: Time,-/-"-- AM/PM Re -Inspection required: Yes No�� When corrections have been made, call for re -inspection at 303-234-5933 G Date: )0-17,17 Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge �r Residential Roofing PERMIT - 201707920 PERMIT NO: 201707920 ISSUED: 10/02/2017 JOB ADDRESS: 4560 Zephyr ST EXPIRES: 10/02/2018 JOB DESCRIPTION: Residential Re -roof to install GAF ELK Timberline Lifetime 30 yr manufacturer warranty color barkwood asphalt shinglesand 2 part modified bitumen with 20sq pitch (11.5sq pitch and 8.5sq flat) 1/12,8/12, and 12/12 (requires 3rd party inspector) *** CONTACTS *** OWNER (303)416-0867 RUIZ BRENDAN SUB (720)278-4545 Gary Snyder 090133 Level Best Construction *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 17,271.66 FEES Total Valuation 0.00 Use Tax 362.70 Permit Fee 331.10 ** TOTAL ** 693.80 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required, the 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. I by my signature, do heattest 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 o�0rkt property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit_ I further st that I m legally authorized to include all entities named within this document as partes to the work to be performed end that o erformed is disclosed in this documentnd�r its' accompanying approved plans and specifications. Kaature ,if OWNER or CONTRACTOR (Circle one) ` Yate 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. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. If this permit expires, anew permit maybe required to be obtained. Issuance of anew 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. No work of an manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 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. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any appltpole code 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. La enia Reimer lJ� From: no-reply@ci.wheatridge.co.us Sent: Thursday, September 28, 2017 10:05 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application c=am. Categories: Gina Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process �- varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 4560 Zephyr StrEef-'Wheatridge, Property Owner Name Brendan Ruiz' Property Owner Phone 303-416-0867 Number (enter WITH dashes, eg 303-123-4567) 97 �JIL, /�N�e7 CO 80033 Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract Field not completed. Yes Brandon Ruiz Contract 2017-09-28 001.bmp CONTRACTOR INFORMATION Contractor Business Name Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) Level Best Roofing & Construction 090133 720-278-4545 12020 W. Dakota Drive Lakewood, CO. 80228 Contractor Email Address levelbestco@yahoo.com Retype Contractor Email levelbestco@yahoo.com Address DESCRIPTION OF WORK TOTAL SQUARES of j 20 sct,% the entire scope of work: Project Value (contract 17,271.66 value or cost of ALL materials and labor) Are you re -decking the No roof? Is the permit for a flat Flat roof (less than 2:12 pitch), Pitched roof (2:12 pitch or roof, pitched roof, or greater) 98 both? (check all that apply) What is the pitch of the FLAT roof? How many squares are part of the FLAT roof? Describe the roofing material for the FLAT roof: Type of material for the FLAT roof: What is the specific pitch of the PITCHED roof? How many squares are part of the PITCHED roof? Describe the roofing materials for the PITCHED roof: Type of material for the PITCHED roof: Provide any additional detail here on the description of work. (Is this for a house or garage? Etc) 1/12 8 1/2 sq flat areas covered with 2 part modified bitumen / Rolled 12/12+8/12 11.5 GAF ELK Timberline "Lifetime" 30 year Manufacturer Warranty color "Barkwood" Asphalt For the House, Gutter's, Screens, Windows, Painting & New Mailbox 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 99 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. 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. Name of Applicant Gary R Snyder Email not displaying correctly? View it in your browser. 100 COM . Leve Best Roofing "Your Complete Project Professionals" Phone: 720-278-4545 Fax: 303-459-7776 Email: levelbestco@yahoo.com www.levelbestco.com BBB _T CONTRACT SUBMITTED TO Level Best ESTIMATOR (PLEASE PRINT) DATE & tsv'tC1�'�7t RLIU 6,t " f ,y -1d —/ 7 „ STREET HOME OWNER'S -MAIL ESTIMATOR'S CELL: CIN. STATE,ZIP INSURANCE COMPANY CLAIM# ' HOME PHONE WORKPHONE ADJUSTER ADJUSTER'S PHONE dr,lTear off layer(s) of composition shingles layer(s) of cedar shingles C ' Install Decking (7/16' OSB) z:" A' � C��Install ice & water shield to code, C3' Install Metal Drip Edge R-Coclor To Match Shingle Color,&=,k,..�tic e! L� In stall New Felt r rt Roof with�t'1 Gv ��ti ►� r �—Year Manufacturer Warranty Color Jq,, ,r I-cs 01.1 closed Valleys El Open Valleys 8 --'Standard Ridge ❑ High Profile Ridge ❑ Install ft. of series Ridge Vent EliPipe Jacks 3 in 1 4" 6" ❑ Lead Jacks ❑ Sat Dish RAR. ❑ Low Profile Vents # 04 -Slant Back # ❑ Paint Vents to Match T& Five year craftsmanship warranty. (guaranteed against leaks) ,l Re -flash chimneys and all wall abutment as needed and if possible (stucco or siding may be a deterrent ) ❑ Special savings and/or promotional discounts (item) -$ (discount) 4&,i; ACCEPTANCE OF PROPOSAL - The specifications and conditions of this contract are satisfactory and are hereby accepted. Level Best Roofing is authorized to do the work as specified herein upon the approval of my insurance company. You have the right to rescind this contract within 3 business days after the date you sign it by notifying the contractor in writing that you are rescinding the contract. Cancellation of this contract may be achieved by paying 20% of the contract price or insurance claim for work to be performed as outlined in this contract. Contracts will not be canceled until cancellation fee is paid. In addition, Level Best Roofing reserves the right to charge attorneys fees at 2.5% interest to an account that is 30 days past due. Failure to pay can constitute a mechanic's lien against property. I (we) hereby authorize & instruct the insurance company and all lien holders to include the name of Level Best as Co -Payee on any subsequent loss drafts or checks after today's date as indicated below. I (we) also authorize any legal representative and or agent of Level Best to obtain information necessary to complete any funding process relative to claim number as referred above. I (We) further authorize Level Best to pick up in person any loss drafts or checks on both my (our) behalf and the behalf of Level Best. There will be an addendum for any unforseens that may arise. Level Best Roofing will provide General Liability Insurance of at least $2,000,000 Clean up and haul all off all trash Clean around bushes and shrubs of A Roll yard with magnetic roller Protect Landscaping int. )] Clean out gutters t Permit furnished by Level Best Roofing ❑ SPECIAL INSTRUCTIONS/EXTRA WORK: d r_ ,a = Y t 6 5 INK Estimate $ % f ❑ 50% Down �3Y r 0 50% Upon Completion�``� By signing this agreement the homeowner authorizes Level Best Roofing to represent the homeowner's best interest in pursuit of loss replacement or repair due to damage. This contract does not obligate the home owner or Level Best Roofing until the claim is approved by all parties. Upon approval of the claim, Level Best Roofing will complete specified work at a price agreeable to all parties and to Level Best with no additional cost to the homeowner except for the deductible if applicable. Agreed upon price will become the final contract price and Level Best will receive all proceeds for the work completed by Level Best Roofing We propose to complete in accordance with the above specification and subject to conditions found above on this proposal. Payment to be made to Level Best. Credit Payments will be charged 2 %% Signature 1.�*r'ir ` J1Gi" S JJ� l Home Owner ! Date Signature Home Owner Date Signature . Fri71- 1 ev est R esentative Date Building Permit Application Property Address. � p Complete all information on BOTH sides of this farm Sq. FULF Stews Gallons Ps Squares 04hor 4 Cite of ro UNITY, )ENIE'LOPMENT Building & Inspection Services Division 7500 W. 29 Ave,, Wheat Ridge, CO 80033 Office. 303 - 235 -2855 * : 303 - 237 -8929 Inspection swine: 303 -234 -5933 B uilding Permit Application tb f0 .J ;gym �� .�. � �� •• tr. -.- s ��M Compete all information on BOTH sides of this form City of Wheat Ridge Residential Roofing PERMIT - 102283 PERMIT NO: 102283 ISSUED: 09/30/2010 JOB ADDRESS: 4560 ZEPHYR ST EXPIRES: 09/30/2011 DESCRIPTION: Remove and replace 17 sqs .shingles and 10 sq modified * ** CONTACTS * ** gc 303/217 -7570 Phil Coutu 09 -0329 Chateau Roofing ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0311 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 13,449.06 FEES Permit Fee 267.70 Total Valuation .00 �13�0�,23fi Use Tax 242.08 ** TOTAL ** 509.78 Conditions: 6 nails per shingle is required. Ice dam membrane is required from eave edge to 2' inside exterior walls. Board sheathing with any gap greater than 1/2" requires panel sheathing overlay on entire roof. Sheathing inspection is required prior to covering. Contractor shall provide ladder for inspections. Scheduled inspections that cannot be performed due to inclement weather must be cancelled prior to 8:30 a.m. on the day of inspection or a re- inspection fee will be assessed. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicab wheat R dge Ordinances, for work under this permit. Plans subject to field inspection. Signatuu� contra tor/ r date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review 's subject to field inspections. Signatu Building Official date INSPE ON EQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUE .MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of C OMMUNITY Date: e MUNITY DEVELOPMENT Building Division 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 ' Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Facsimile Building Permit Application Property Address: Property Owner (please print) �jvT/jTr�A �hRrTl� Phone Mailing Address: (if different than property address) Address: City, State, Zip: Contractor. b Contractor License #. Phone Sub Cnnfm,ft —. Use of space (description): Description of work: ,CI o— `J ��( ✓' r �GLl6pi t %Eb /� g Plan Review (due at time ofsubmitta/): E i /S� Lt '^y(QI oD19 /�cA Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this Permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume. full responsibility for compliance with the Wheat Ridge Building Code (LB.C) and all other applicable Wheat Ridge Ordinances, for work under this permit Plans subject 'on. C/RLCE ONE: (OWNER) ONTRACTOR) r .PERSONAL REPRE5S VE OfJOWNER) (CONTRATOR) PRINT NAME: — SIGNATURE: �..-f Date: I Credit Card Payment: Use credit card listed on file. Date: Print name: Signature: