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HomeMy WebLinkAbout6995 W. 33rd Avenue� ► � i City of Wheat Ridge Residential Addition PERMIT - 201802577 PERMIT NO: 201802577 ISSUED: 11/13/2018 JOB ADDRESS: 6995 W 33rd Ave EXPIRES: 06/07/2021 JOB DESCRIPTION: Pop -top addition with 3 new bathrooms, extended family room, widening stairways including mechanical, plumbing, and electrical - 2,061 sq ft; first floor addition to living room - 68 sq ft; exterior to be brick, stucco and siding; new electrical panel; extend front porch - 66 sq ft; 2,120 sq ft total. *** CONTACTS *** OWNER (720) 231-4748 FEES SUB (303) 912-9666 Plan Review Fee SUB (303) 439-7001 61269.24 GC (303) 817-1642 Engin. Review Fee SUB (720) 276-8615 11207.80 **REVISION: Raising basement ceiling one foot, 2 egress windows, 2 bedrooms, one bathroom, metal siding, 6 squares 878 square feet. Added valuation: $31,535.00 BURNETT TIMOTHY T Terry L Botts Rodney Allen Sean Murphy Denis Koval 170086 Lightening Botts 020133 Allen Heating and Air Conditio 180368 Murphy Construction 150246 Global Construction LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: *** FEE SUMMARY *** ESTIMATED FEES Total Valuation 0.00 Plan Review Fee 11570.14 Use Tax 61269.24 Permit Fee 21415.60 Engin. Review Fee 150.00 Extend Expired Permi 11207.80 Sidewalk Comm Develo 61825.30 ** TOTAL ** 18,438.08 *** COMMENTS *** UA / Unassigned 0 / PROJECT VALUATION: 298,535.00 *** 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. 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. **For one - or two-family dwellings, the first twenty-five feet (25&#39;) 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. BOTH DRIVEWAYS** Landscaping removed or damaged during construction must be replaced prior to final inspection. Prior to issuance of a CO, l tree(s) shall be planted within the front setback. In addition, no less than twenty-five percent (250) of the gross lot area and no less than one hundred percent (1000) of the front yard shall be landscaped. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125°% of the cost of the installation shall be required. I, by my signatu e, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable build ng codes, and all applicable mu icipal codes, policies and procedu es, 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 conjunctton with this ermrt. I further attest that I am leggally authorized to include all entities named within this document as parties to the work to be performed and that all work to be pertormed is disclosed n this document and or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) 1. This permit was issued based on the information provided in the subectto the compliance with those documents, and all applical 2. This.permit shall expire 365 days after the date of.issuance rega received prior to the date of expiration. An extension of no more Officlal and may be subiect to a fee equal to one-half of the one 3. dtober any new Date rmit application and accompanying plans and specifications and is statutes, ordinances, regulations, policies and procedures. ss of activity. Requests for extension must be made in writing and an 180 days made be granted at the discretion of the Chief Building 1 ermitfee. If of a new permit shall be subject to the standard Re -issuance or extension of expired permits is at the sole discretion of the unlet bunging utnciai ano is not guarantees. 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 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. WI City of 9rWheatR * ge COMMUNiTY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 290 Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits 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 may 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. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at permits(a)ci.wheatridize.co.us or fax to 303-237-8929. Parry requesting permit extension: _rkmo-Nty!'Jlw� Cttarnevhtnn��Mt�p�y 6Y1S�YTw~Milon (fiC_" Permit #-2-0 19 0 Z S7:7 Property Address: U g 15 LO - 3,3 r ct Hv r, . Phone #7A -Z31- qTf Email Address: V-,o_cIf rtictyli2�n= (LAA Reason for extension request: W P. a-0 e <.on+- VILA P—J +r -4221e- e—, Corrtrow�or5 Ot--L 0 -e -x S luno S V> e Number of days requested: i/ l Ox Qi l o w e'J PrintedName:7ry1 S (A'he,4-1' Signature: Date 2-05-70Z0 For office use only This request has been Approved by: Approved I I Denied Extended until: 6/7/2021 5I�� Date: 12/7/2020 w w w. ci.w heatri dge. c o. us i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:'- Job Address:._ r' Permit Number: fj� n=a: ❑ No one available for inspection: Time AM/PM Re -inspection required: Yes when corrections have been made, schedule for re -inspection online at: httpL(Awww.ci.wheatridge.co. ushnspection r i CITY OF WHEAT RIDGE �j�' Building Inspection Division fl Inspection line (303) 235 2855 Once • (303) 237 8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: r 1 ❑ No one available for inspection: Time '-�,7 �.7J,�- .- AMTPM Re -Inspection required: Yes: No * When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: " DO NOT REMOVE THIS NOTICE **REVISION: Raising basement ceiling one foot, 2 egress windows, 2 bedrooms, one bathroom, metal siding, 6 squares 878 square feet. Added valuation: $31,535.00 *** City of Wheat Ridge FEES 14 OWNER (720)231-4748 BURNETT TIMOTHY T 1,570.14 Use Tax Residential Addition PERMIT - 201802577 Terry L Botts 170086 Lightening Botts SUB (303)439-7001 Rodney Allen 020133 Allen Heating and Air Conditio GC PERMIT NO: 201802577 ISSUED: 11/13/2018 JOB ADDRESS: 6995 W 33rd Ave EXPIRES: 11/26/2020 JOB DESCRIPTION: Pop -top addition with 3 new bathrooms, extended family room, widening stairways including mechanical, plumbing, and electrical - 2,061 sq ft; first floor addition to living room - 68 sq ft; exterior to be brick, stucco and siding; new electrical panel; extend front porch - 66 sq ft; 2,120 sq ft total. **REVISION: Raising basement ceiling one foot, 2 egress windows, 2 bedrooms, one bathroom, metal siding, 6 squares 878 square feet. Added valuation: $31,535.00 *** CONTACTS *** FEES Total Valuation OWNER (720)231-4748 BURNETT TIMOTHY T 1,570.14 Use Tax SUB (303)912-9666 Terry L Botts 170086 Lightening Botts SUB (303)439-7001 Rodney Allen 020133 Allen Heating and Air Conditio GC (303)817-1642 Sean Murphy 180368 Murphy Construction SUB (720)276-8615 Denis Koval 150246 Global Construction LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED FEES Total Valuation 0.00 Plan Review Fee 1,570.14 Use Tax 6,269.24 Permit Fee 2,415.60 Engin. Review Fee 150.00 Extend Expired Permi 1,207.80 Sidewalk Comm Develo 6,825.30 ** TOTAL ** 18,438.08 *** COMMENTS *** PROJECT VALUATION: 298,535.00 *** 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. 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. **For one- or two-family dwellings, the first twenty-five feet (25&#39;) 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. BOTH DRIVEWAYS** Landscaping removed or damaged during construction must be replaced prior to final inspection. Prior to issuance of a CO, 1 tree(s) shall be planted within the front setback. In addition, no less than twenty-five percent (25%) of the gross lot area and no less than one hundred percent (100%) of the front yard shall be landscaped. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po icies 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 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 issuangeN granting of rmit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicabl c or y ordi a or regulation of this jurisdiction. Approval of work is subject to f any inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. e F e _ City of W beat Pdg� COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Mlcat Ridge, CO 80033-8001 P: 303.235.2855 F- 303 237.8929 Permit Extension Request Form Permits expire 365 days after the date of issuance regardless ol'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 may 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. Re -issuance or extension of expired pen -nits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at pennits[r ci.wheatridge.co.us or fax to 303-237-9929. Party requesting pennit extension: flomM e d `i n e r 6U CM 4 Permit # Z-' 90 Z �3 -' Phone # Property �• oil *Email Address: - ... ..�i,�r'?-�L vtl t/f ,�,,,r il►�'.��tY•'�:HP.;L. Reason for extension request: ic,r1 t nto c\, i O � ,\t,lq Number of days requested: ( (/ le A r — O f` Wl )( 0 4 Printed Name: /0'10A(/ r1 rl # Signature: -�'`+` Date: Z� t For office use only This request has been- I Approved by: Denied Extended until: i 26/2b�t' Date: , SIZ AX) E'x'T-' lei fi V i cy'> 2 VVI -0 i-^ tom{ Number of days requested: ( (/ le A r — O f` Wl )( 0 4 Printed Name: /0'10A(/ r1 rl # Signature: -�'`+` Date: Z� t For office use only This request has been- I Approved by: Denied Extended until: i 26/2b�t' Date: , SIZ AX) E'x'T-' lei A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Or Permit Number: r L r c, 0 U f-0 (A(_ I.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.cLwheatridge.co, uslinspection Date.' —Inspector: DO NOT REMOVE THIS NOTICE ,r City of Wheat Ridge Residential Addition PERMIT - 201802577 PERMIT NO: 201802577 ISSUED: 11/13/2018 JOB ADDRESS: 6995 W 33rd Ave EXPIRES: 05/15/2020 JOB DESCRIPTION: Pop -top addition with 3 new bathrooms, extended family room, widening stairways including mechanical, plumbing, and electrical - 2,061 sq ft; first floor addition to living room - 68 sq ft; exterior to be brick, stucco and siding; new electrical panel; extend front porch - 66 sq ft; 2,120 sq ft total. *** 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. 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. **For one- or two-family dwellings, the first twenty-five feet (25&#39;) 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. BOTH DRIVEWAYS** Landscaping removed or damaged during construction must be replaced prior to final inspection. Prior to issuance of a CO, 1 tree(s) shall be planted within the front setback. In addition, no less than twenty-five percent (25%) of the gross lot area and no less than one hundred percent (100%) of the front yard shall be landscaped. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development **REVISION: Raising basement ceiling one foot, 2 egress windows, 2 bedrooms, one bathroom, metal siding, 6 squares 878 square feet. Added valuation: $31,535.00 *** CONTACTS *** OWNER (720)231-4748 BURNETT TIMOTHY T SUB (303)912-9666 Terry L Botts 170086 Lightening Botts SUB (303)439-7001 Rodney Allen 020133 Allen Heating and Air Conditio GC (303)817-1642 Sean Murphy 180368 Murphy Construction SUB (720)276-8615 Denis Koval 150246 Global Construction LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / EARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 298,535.00 FEES Total Valuation 0.00 Plan Review Fee 1,570.14 Use Tax 6,269.24 Permit Fee 2,415.60 Engin. Review Fee 150.00 Extend Expired Permi 1,207.80 Sidewalk Comm Develo 6,825.30 ** TOTAL ** 18,438.08 *** 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. 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. **For one- or two-family dwellings, the first twenty-five feet (25&#39;) 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. BOTH DRIVEWAYS** Landscaping removed or damaged during construction must be replaced prior to final inspection. Prior to issuance of a CO, 1 tree(s) shall be planted within the front setback. In addition, no less than twenty-five percent (25%) of the gross lot area and no less than one hundred percent (100%) of the front yard shall be landscaped. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, 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 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 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 permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code qrW ordinance c 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 __/'''I,rWh6atfge co"m DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits 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 may 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. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at permitsgci.wheatrid e� co.us or fax to 303-237-8929. Party requesting permit extension: i o Ay f 1r) -e." Permit # 2-0 1300 $'7 7 Property Address: G 9 9 5 t -i A x -.' Phone # 3Zj �3 j_ q71 Amail Address: ' \ c y r y ciy\ b L'' r n c- k� Reason for extension request: w a E` L � q `j U1 D h o e r\ 'wlC" w� +o IJ k c� U -e_ 6-_'e v� V'llc�' d Number of days requested: L, ( 1 Printed Name: r � C,r� y yr /l� ignature: --z Date: For office use only This request has been- �(App ved ❑ Denied Extended until: S Approved by: Date: jf 1 fshq www.ci.wheatridge.co.us **REVISION: Raising basement ceiling one foot, 2 egress windows, 2 bedrooms, one bathroom, metal siding, 6 squares 878 square feet. Added valuation: $31,535.00 *** City of Wheat Ridge Residential Addition PERMIT - 201802577 SUB (303)912-9666 Terry L Botts PERMIT NO: 201802577 ISSUED: 11/13/2018 JOB ADDRESS: 6995 W 33rd Ave EXPIRES: 05/15/2020 JOB DESCRIPTION: Pop -top addition with 3 new bathrooms, extended family room, widening SUB stairways including mechanical, plumbing, and electrical - 2,061 sq ft; Global Construction LLC first floor addition to living room - 68 sq ft; exterior to be brick, stucco and siding; new electrical panel; extend front porch - 66 sq ft; 2,120 sq ft total. **REVISION: Raising basement ceiling one foot, 2 egress windows, 2 bedrooms, one bathroom, metal siding, 6 squares 878 square feet. Added valuation: $31,535.00 *** CONTACTS *** OWNER (720)231-4748 BURNETT TIMOTHY T SUB (303)912-9666 Terry L Botts 170086 Lightening Botts SUB (303)439-7001 Rodney Allen 020133 Allen Heating and Air Conditio GC (303)817-1642 Sean Murphy 180368 Murphy Construction SUB (720)276-8615 Denis Koval 150246 Global Construction LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** Total Valuation Plan Review Fee Use Tax Permit Fee Engin. Review Fee Extend Expired Permi Sidewalk Comm Develo ** TOTAL ** *** COMMENTS *** ESTIMATED PROJECT VALUATION: 298,535.00 FEES 0.00 1,570.14 6,269.24 2,415.60 150.00 1,207.80 6,825.30 18,438.08 *** 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. 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. **For one- or two-family dwellings, the first twenty-five feet (25&#39;) 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. BOTH DRIVEWAYS** Landscaping removed or damaged during construction must be replaced prior to final inspection. Prior to issuance of a CO, 1 tree(s) shall be planted within the front setback. In addition, no less than twenty-five percent (250) of the gross lot area and no less than one hundred percent (1000) of the front yard shall be landscaped. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this eimtt. I further attest that I am leg ally authorized to include all entities named within this document as parttes to the work to be performend that all work to be performe i closed in this document and/or its' accompanying approved plans and specifications. Signature ofor CONTRACTOR (Circle one) Date 1. This per t was ss based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po ,cies 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 fe. 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 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 permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or an ordinanceebyregulation 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. 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: v--) ' Job Address:' Permit Number: C) ❑ No one available for inspection: Time ('�'t) AM/PM Re -inspection required: Yes N, When corrections have been made, call for re -inspection at 303-234- Date:- r Inspector: z,, rJ 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:` S� a � G r S� (� h Job Address: C� i 5� NA-) Permit Number: TT \ q 6 a *i "� l ❑ No one available for inspection: Time 5� AM/PM Re -Inspection required: Yes jNol) When corrections have been made, call for re -inspection at 303-234- Date:—') 03-234- Date:') - \ '� - \ ct Inspector: L\ r DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE s a '!—, Inspection Type: W 0 � \ � -1 < � \ \,.` Job Address: Permit Number: ' 1 cy 0 'S ,Irl + 1 1 t. ❑ No one available for inspection: Time AM/PM Re -Inspection required:�fY� No When corrections have beeLade, call for re -inspection at 303-234-5933 Date: Inspector: ®O NOT REMOVE THIS NOTICE a 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: 9 0 L- P) v m A, ►2g U,, c! - Job Address: 6 9 R S` « 73-3'LAye Permit Number: '?Q / o ;9 S- -7 -7 ❑ No one available for inspection: Time 'M%"PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: i Inspector: Y" j�) DO NOT REMOVE THIS NOTICE a 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: 9 0 L- P) v m A, ►2g U,, c! - Job Address: 6 9 R S` « 73-3'LAye Permit Number: '?Q / o ;9 S- -7 -7 ❑ No one available for inspection: Time 'M%"PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: i Inspector: Y" j�) 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: 2 0 L1- 21 vm k ha n d_„ Job Address: (o cz R s– w 33 ` - d Ave Permit Number: -2 o I !9 to :9 -4:Z- -7 7 A /I "_ lr,.e o L_ - ❑ No one available for inspection: Time R = zq 0 �gPM Re -Inspection required: es) No When corrections have been made, call for re -inspection at 303-234-5933 Date: '-/ I /a //T—Inspector:— 7-1) DO NOT REMOVE THIS NOTICE A s CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Z'P'-t' r/dm � r 11nACr/91L-1 te�ld� Job Address: W5_ l./ Al, Permit Number: ZD18025_77 rt,,vi en A/? C'e- ❑ No one available for inspection: Time q%sS O/PM Re -Inspection required: JYe No When corrections have been made, call for re -inspection at 303 -234 - Date:. q/2,(/ 1 q Inspector: b6r,16, Ldye It DO NOT REMOVE THIS NOTICE **REVISION: Raising basement ceiling one foot, 2 egress windows, 2 bedrooms, one bathroom, metal siding, 6 squares 878 square feet. Added valuation: $31,535.00 *** CONTACTS *** City of Wheat Ridge OWNER (720)231-4748 Residential Addition PERMIT -201802577 PERMIT NO: 201802577 ISSUED: 11/13/2018 JOB ADDRESS: 6995 W 33rd Ave EXPIRES: 11/13/2019 JOB DESCRIPTION: Pop -top addition with 3 new bathrooms, extended family room, widening SUB (720)276-8615 stairways including mechanical, plumbing, and electrical - 2,061 sq ft; *** PARCEL INFO *** first floor addition to living room - 68 sq ft; exterior to be brick, stucco and siding; new electrical panel; extend front porch - 66 sq ft; USE: UA / Unassigned 2,120 sq ft total. 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / **REVISION: Raising basement ceiling one foot, 2 egress windows, 2 bedrooms, one bathroom, metal siding, 6 squares 878 square feet. Added valuation: $31,535.00 *** CONTACTS *** OWNER (720)231-4748 BURNETT TIMOTHY T SUB (303)912-9666 Terry L Botts 170086 Lightening Botts SUB (303)439-7001 Rodney Allen 020133 Allen Heating and Air Conditio GC (303)817-1642 Sean Murphy 180368 Murphy Construction SUB (720)276-8615 Denis Koval 150246 Global Construction LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 298,535.00 FEES Total Valuation 0.00 Plan Review Fee 1,570.14 Use Tax 6,269.24 Permit Fee 2,415.60 Engin. Review Fee 150.00 Sidewalk Comm Develo 6,825.30 ** TOTAL ** 17,230.28 *** 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. 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. **For one- or two-family dwellings, the first twenty-five feet (25&#39;) 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. BOTH DRIVEWAYS** Landscaping removed or damaged during construction must be replaced prior to final inspection. Prior to issuance of a CO, 1 tree(s) shall be planted within the front setback. In addition, no less than twenty-five percent (250) of the gross lot area and no less than one hundred percent (100%) of the front yard shall be landscaped. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125°% of the cost of the installation shall be required. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed a that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. F �)15Z_0& — �2 Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying Flans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees 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 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 permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any�dinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADS BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat I idge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(d-)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: /00//9 Add to Permit # moo) 20(2r�5q/?- Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: �? C� 5 a3 Ave Property Owner (please print): J M o L/ I- n f Phone: -7 ma c- 23 /- Z/ 7 � f Property Owner Email: K a C-- t—X(A V1 b ur vt -e_ } q) Vs C.'( -' Mailing Address: (if different than property address) Address: �� A wl `(� City, State, Zi Submitting Comoanv•/ Contact Person: Phone: i Contractor -' L ck V) UI ? � ,v l "�°T p � C 011-54 r i/ c, ro Contractors City License #: Phone: b°. -- e r 7- -- 1% Lf Z Contractor E-mail Address: ett n (� M c;vi c, r• C, � b Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: 9 i 5 �oi, , ev) 4- c, 1 t v� ✓1 tblp- J root" C P 0 W e- V - Sq. Ft./LF Amps Btu's N Squares 2��es5 (/jiv1C-A0C u P-ro W1 Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) $_ J Z vc�4r co 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 thiapplication to list that entity on this application. CIRCLE ONE. (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: F r of 0+ n e,ir p ' I Cg SIGNATURE: DATE: I — /U / P DEPARTMENT USE ONLY ZONING COMMMENTS: �l",45 �qi ` /fo r— `elf Reviewer: OCCUPANCY CLASSIFICATION: e—e_ lv"� U(v C)() Z 5 S BUILDING DEPARTMENT CO MENTS. Revie PUBLIC WORKS COMMENTS: r7C-; �p�ytObc -f ATr�PP-12 �NDrT-P� O �.Sp�VISG__ 4 Reviewer , �I� /`- P -W - � rr t� � zP �Ofz �Pt1 c,A7d�1V 1176117 0.r—. PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required 2 Sanitation District ❑ Received 0 Not Required Building Division Valuation: $ s I J 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: V�\, • f` Job Address: UAQ 7 Permit Number: ❑ No one available for inspection: Time F- '' "AV'/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: N- I "� � { --� Inspector: DO NOT REMOVE THIS NOTICE ZolgOz577 Randy Slusser From: Bret Dante <Bret@DanteEngineering.com> Sent: Tuesday, November 27, 2018 2:39 PM To: Randy Slusser Cc: tim@allaccesssystemsllc.com Subject: 6995 W. 33rd Avenue Hello, Randy,. On November 27, 2018, a visual observation was performed per the owner's request to observe the concrete forms and reinforcement for the new footings at the aforementioned address. This observation was conducted based on visual access only. No invasive testing or inspections were performed at the time of the investigation. It is the professional opinion of this office that the forms and reinforcement for these new footings are in acceptable conformance with the permit documents. I hope this email meets your needs at this time. If you have any questions, please feel free to contact me. Sincerely, Bret Dante, P.E. Dante Structural Engineering, PLLC 215 Fairfax Street Suite 100 Denver, Colorado 80220 Mobile: 720.432.9223 www.DanteEngineering.com City of wheat Rase 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: _�-A < <^ Job Address: `_ nc i �- v � �, Permit Number: C) ❑ No one available for inspection: Time 1.:55 AIT Re -Inspection required: '=Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Addition PERMIT - 201802577 PERMIT NO: 201802577 ISSUED: 11/13/2018 JOB ADDRESS: 6995 W 33rd Ave EXPIRES: 11/13/2019 JOB DESCRIPTION: Pop -top addition with 3 new bathrooms, extended family room, widening stairways including mechanical, plumbing, and electrical - 2,061 sq ft; first floor addition to living room - 68 sq ft; exterior to be brick, stucco and siding; new electrical panel; extend front porch - 66 sq ft; 2,120 sq ft total *** CONTACTS *** OWNER (720)231-4748 BURNETT TIMOTHY T SUB (303)912-9666 Terry L Botts 170086 Lightening Botts SUB (303)439-7001 Rodney Allen 020133 Allen Heating and Air Conditio GC (303)817-1642 Sean Murphy 180368 Murphy Construction SUB (720)276-8615 Denis Koval 150246 Global Construction LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 255,000.00 FEES Total Valuation 0.00 Plan Review Fee 1,385.67 Use Tax 5,355.00 Permit Fee 2,131.80 Engin. Review Fee 150.00 Sidewalk Comm Develo 6,825.30 ** TOTAL ** 15,847.77 *** 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. 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. **For one- or two-family dwellings, the first twenty-five feet (25&#39;) 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. BOTH DRIVEWAYS** Landscaping removed or damaged during construction must be replaced prior to final inspection. Prior to issuance of a CO, 1 tree(s) shall be planted within the front setback. In addition, no less than twenty-five percent (25%) of the gross lot area and no less than one hundred percent (100%) of the front yard shall be landscaped. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125°% of the cost of the installation shall be required. City of Wheat Ridge Residential Addition PERMIT -201802577 PERMIT NO: 201802577 ISSUED: 11/13/2018 JOB ADDRESS: 6995 W 33rd Ave EXPIRES: 11/13/2019 JOB DESCRIPTION: Pop -top addition with 3 new bathrooms, extended family room, widening stairways including mechanical, plumbing, and electrical - 2,061 sq ft; first floor addition to living room - 68 sq ft; exterior to be brick, stucco and siding; new electrical panel; extend front porch - 66 sq ft; 2,120 sq ft total 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 aut ized to obtain this permit and perform the work described and approved in conjunction with thisppermit. I further attest that I am le orized to include all entities named within this document as parties to the work to be pertor ed and that i �b o d is disclosed in this document and/or its' accompanying approved plans and specifications. g ture ofO or CO CTOR (Circle one) Date This permit as issued based on the information provided in thepermit application and accompanying Flans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing, and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe 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 androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of ff 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 gra mg of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any ap is ble code or a y�ordinance or regulation of this jurisdiction. Approval of work is subject to f any 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 Building & Inspection Services Division 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a)ci.wheatridge.co.us SEP P FOR OFFICE USE ONLY Date: n/ f / / F7 Plan/Permit/# Plan Review Fee: /1 3?S.6 Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: �(�+ w : 31� i:'ij, Property Owner (please print): I) (N1 ��Ar �� / J 5kd0?�bone: 7ZC)-- Z3 k — Property Owner Email:K�q Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: State Architect/Engineer: �1nV15f��L,t/t�1S 1J1� Architect/Engineer E-mail: —(t—Phone: ZO Contractor: City of Wheat Ridge License #: Contractor E-mail Address: Phone: For Plan Review Questions & Comments (please print): CONTACT NAME (please print): T, 00111kVVJ'Jz1_ Phone: T z - Z 31- Y 7� 6 CONTACT EMAIL(p/ease print): f\ c1 C Ct V) b u r In e, Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # iM c, - C C) V-A Mechanical: W.R. City License # -I f 1�-p 4q Av,� 4,'W i ryDt6+ fiAll aq,kwOv(cwt ❑ COMMERCIAL RESIDENTIAL 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. ('-7q9 5 (,,J_ _33:-d Ave iS Cvrrti0Y 'i Sln5le- -CcNmJ book kamc We are aro�0,151r) c� pop -�ci) G I loth --o acjJ G.no+tier i.v , (� ipn c trcl 3 more �vof e__ 0PC,, C(oAJA'(;h �4ill Oe be-4er 4k �5 be brI'C k(+ -u i�la�'C� � Xl lh"� `ai�t✓iS �i3►ne +o r ei-I�:ih `7inglti �jXt;lr Tvpe. e: Sq. Ft./LF Amps BTUs Squares Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ Z_SJ i C C C" , C'[1 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pen -nit 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 T 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. 1, the applicant for this building permit application, wan -ant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CO or (AUTUORL ED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name):_ " DATE: v Printed Name: it ln1 C' H"v DEPARTMENT USE ONLY ZONING COMMMENTS: 1&4d ('Z_r,2 4w Q)7 V,j ( cljs7,vT_*,& OCCUPANCY CLASSIFICATION CONSTRUCTION TYPE: kX Reviewer: ' BUILDING DEPA ENT OMM TS: Reviewer: 1011 (Ir PUBLIC WORKS COMMENTS: i) peF� 7e A17.-440_0 cco©t not r_�> L F' 410f POVAL— ` I 1 ro1�- elf v" -r1 jos. 1 Reviewer: Aa �N ' • OO I Building Division Valuatiof 1C) City of W h6, atI�idge 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: 6 (?q.5 W_ .33k Permit #: General Contractor: Electrical Sub -Contractor Company Name: State License #: Wheat Ridge License #: Signature of Authorized Agent Plumbing Sub -Contractor Phone #: Master #• (required field) Date Company Name: 6W>ot [ 60Gt 4 l udf Done #: 720— ZO/— O Z 2 2 State License #: 00 0 j eq- ,5 O Master #: 100) 2g q 1,S- Wheat ,5 Wheat Ridge Licen, a #: Signature of Mechanical Company Name: Agent tractor required field) Date Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date City of SINGLE F'AMILYIDUPLEX ' h6 at' gie BUILDING PE1�1@�II�'APPL -�;,"'`1' r� r� t � c WORKS IGS TION ISE VIEW Date: 2--C; SEPT. 20/3 Location: 6-;,!755 W 3 Lt4 AV ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a r=)64:AAL'--2–iC4 7-0 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: ZOK 2. Public Improvements required & to be completed with project: a. street paving/patching: Yes --1�/– No b. curb & gutter: Yes No c. sidewalk: Yes No d. Other (specify): Yes — No For items not constructed, the amount of funds taken in lieu of construction: refer to stipulations. Completed Completed Completed Completed 3. Does all existing roadway/alley R.O.W. meet the standards of the City: Yes No If not, what is required? 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. -a., �-y 1 w Mm., 25 5ger 22L'�3 Signature Mark Van Nattan Date 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. Stipulations: C2.aAju f2a .I -P.— —__ Ali- nV Nor ur-rr.! . /M0?ACr da L,dG��SL�° Jew 4V 7. A Grading Certification Letter from the Engineer -of -Record accompanied by an Improvement Location Certificate (ILL shall be required prior to the issuance of the Certificate of Occupancy. 8. 1� 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 WheatMidge PUBLIC WORKS CONDITIONS OF APPROVAL Address: 6995 W. 3316 Avenue Permit Number: 201802577 Approval of this building permit is subject to the following conditions and notes: 1) Direct roof drain downspouts in the directions as indicated on the redlined ISP to protect adjacent properties from stormwater runoff. 2) Public Improvements are required for this project by City Code, Section 26-417 E. d. Improvements to include construction of a 5' wide City standard attached sidewalk and curb and gutter along W. 33rd Avenue. However, as no curb, gutter and sidewalk currently exists west of this project, the City regards the effort and cost of surveying, design and construction of these improvements by the applicant to be overly burdensome to the applicant. Public Works, therefore, directs Owner to not construct such improvements at this time, but requires that Fees in Lieu of construction be collected for future improvements in the amount of $6825.30 (refer to attached Fee Calculation Worksheet). The payment of funds shall be collected PRIOR to the issuance of the Building Permit. 3) A ROW Construction Permit shall be required prior to commencement of any construction within the public ROW. Contact Public Works at 303-235-2861. 4) Maximum width of driveway connection at curb or edge of pavement is 24.00'. 5) Final Grading in the area along the west line of the property shall generally direct stormwater runoff to W. 33`d Avenue to protect adjacent property. MVN 9/25/18 Page 1 of 1 FEE CALCULATION WORKSHEET Project: Burnett ResidenceDate: 9/25/18 Address: 6995 W. 33rd Avenue By: MVN Item Description Quantity Unit Unit Cost Item Cost 1 Excavation & Embankment Earthwork — rough grade — 7.5' wide 0.83 SY $ 6.66 $ 5.55 Earthwork — fine grade — 7.5' wide 0.83 SY $ 4.33 $ 3.61 2 Reconditioning Reconditioning & proofrolling — 7.5' wide 0.83 SY $ 2.87 $ 2.39 3 Sidewalk Concrete sidewalk — 6" thick and 5' wide 0.56 SY $ 52.34 $ 29.08 4 Curb & Gutter Vertical curb & gutter 1 LF $ 25.00 $ 25.00 Total cost per linear foot $ 65.63 FRONTAGE LENGTH W. 33rd Avenue 104.0 LF Cost of sidewalk only $ 3,824.74 Cost of curb and gutter $ 3,000.56 Cost of curb, gutter and sidewalk $ 6,825.30 Note: The frontage length is taken from the Improvement Survey Plat by Falcon Surveying, Inc. dated 4/20/18. Fee Calculation Worksheet.xlsx City of 6a. i - e /--1_-07PUl3t!C WORKS City of Wheat Ridge Municipal Building 7500 W. 29''' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2561 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Location of Construction: !�2q47-IG VV'_ � rd ,��P Purpose of Construction:,P Single Family Z Commercial Multi -Family Development Review Processing dee:................................................ $100.00 $ (Required of all projects for document processing) Single Family Residence/Dunlex Review Fee: ..................................... $50.00 $ Commercial/Muld-Family Review Fees: o Review of existing or minimal technical documents: .................... ... $200.00 $ e Initial review' of technical civil engineering documents (Fee includes reviews of the I' and 2nd submittals): .......................... $600.00 $ o Traffic Impact Study Review Fee: �— (Fee includes reviews of the 10 and 2nd submittals): . .......................... $500.00 $ o Trip Generation Study Review Fee: .................................................. $200.00 $ o O & M Manual Review & SMA Recording Fee ................................ $100.00 $ ' 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: © Resubmittal Fees: 3`d submittal ('/2 initial review fee) :.................................................... $300.00 4t' submittal (full initial review fee) :................................................. $600.00 All subsequent submittals: ................................................................. $600.00 (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): $ PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. �.,,, .. v 4•<'£.' :fir'.. � �_ Rev ]2/]2 City of �W heat �dge 611C WORKS City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: 4 , , / s 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 ww w. ci. w h eatri dge. co. u s Rev 2/08 RESIDENTIAL Building Permit — Plan Review Worksheet Address: (°(0(S Ui -wrd A.,P— Zoning: -Z Rev. 09/2017 Lot Size: Q , L} t S sq. ft. Lot Width: Iy Ef / ft. Property in the flood plain? If yes, notify PW Floodplain Administrator and add surveying condition FLD Subdivision: Q v '-f— Any conflict? (Y/N) Related Cases: ' Type of project (applicable survey conditions in parenthesis): Maximum Lot Coverage: Lf0 % +1 °1 ko sq. ft. Existing Improvements (footprints): House: TV' -r 'S 2 sq. ft. Shed: 11 sq. ft. Detached garage: G 3 y sq ft. Other: sq. ft. Proposed Improvements (footprints): House/addition: sq. ft. Shed: ,1 sq. ft Detached Garage: /Al sq. ft. Other: sq. ft. Total Existing 2, 16 0_ sq. ft Proposed+Existing , 'WSZ sq. ft Lot Coverage l i .% ZLot Coverage % Required Setbacks: FR ZS S S S (0' R (n ` Provided Setbacks: FR 3 t S -L4 S 15.4 ` R For additions or new construction, is the structure within 2 feet of minimum setbacks? If yes, add surveying condition FND. r Maximum Height: 3S7 ft. Maximum Size: sq. ft. Proposed Height: iN. ft. Proposed Size: sq. ft. Does the bulk plane apply? (Y/N) 1'J If yes, does it meet on all sides (Y/N): FR — S (See 26-642 and 26-120.C.1 — applies to all single-family structures (new, addition, accessory) in R -IC and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? 6 j 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. M, Oh M j= -6,;f-6 6 e mr-F(C-f- ( 1470 6 1 2A Rev. 09/2017 Streetscape Conditions ( 10 S Does the permit result in any of the following conditions? 6-4) Grp -- ❑ Construction of new roads �tting of new lots LJ,n3 New development dditions that increase gross floor area (not just the footprint) by 1. 60% or more (proposed floor area 5, existing floor area '5 1073% ) / existing floor area % increase If any box above is checked... For SF/DUPLEX—Is there existing ❑ Curb ❑ Gutter L15 -ft+ sidewalk a 'aeent.�o the property? tJov.._ If curb, gutter or sidewalk is missing, streetscape construction or fees -in -1' u will be required. NIDA TIF MILY—Does the frontage meet current city standards? If nom, sfrieetscape construction or fees -in -lieu will be required. Fees -'in -lieu of dedication or construction are due at the time the permit is issued. c01dt;to- Acces) Conditions (apply to all new driveways, garages, additions, or new homes/units) I, 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. 11'J/4 ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer han 25' to any property line, except when used as joint access for two or more lots. I, In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. w1A ❑ 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. Lands Yaping 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 10 LF - width of driveway _Z L�_ / 70 = (round up for required trees) Street trees required: Street trees provided: _ Z ,> 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. Dwelling Unit N/A ❑ Not approved as an independent dwelling unit. U�_ DEMOLITION NOTIFICATION APPLICATION FORM (-Ef"EEAPPLICATION FEE MUST ACCOMPANY THIS FORM ' 122018 INCOMPLETE APPLICATIONS WILL BE RETURNED Colorado Dev�r=gnt1°CgNotice will be mailed to the demolition contractor unless.,specified otherwise) of Public Heal& ` and Environment Fee: $50 + $5 per 1000 ft' of area to be demolished = $� (See instruction #1 on reverse side) / Submit form to: Permit Coordinator Colorado Dept. of Public Health and Environment APCD-I E -B 1 4300 Cherry Creek Drive South Denver, CO 80246-1530 Phone: 303-692-3100 Fax: 303-782-0278 Asbestos@state.co.us Regulated asbestos -containing materials means (a) f iabta asb4ftc taining material, (b) Category I nonfriable ACM that has become friable, (c) Category I nonfriable ACM that will be or has been subjected to sanding,ricL nding, cutting, or abrading or (d) Cateaory II nonfriable ACM that has a high probability of becoming or has become crumbled, pul�vetrzed, or reduced to powder by the forces expected to act on the material in the course of demolition or renovation operations regulated by thi8T ulaiion. Note: Asbestos -containing sheet vinyl and linoleum must be properly abated/removed prior to demolition. Fong DNA08 Rev. 0160/08 Company Name: cOa-;)T W GTi otj 5evy I ce S nc Building Name: C Street: 3I L-1 quare foota a of footprint offacility or portion of facility to be demolished t,= City: Love wt opt+ State: c uos� Zi Code: Str et: S Ccs . 3o3 rd zhle c Telephon , Z Fax # City: Coun i Code: 0 3(� (Io4 cY0033 Project Mana er: Cell Phone # eap,.-- !ll�._- s z_...` I 1 104 z-..—. onosed Start Dale Proposed Comnlatinn Hata 1 U r -0 -_ _3c-'3 I cern that the Certified AAbestos Building Ins ector has informed me certify g p I_ Meth d!M ans of Demolition: 0 about any remaining asbestos -containing materials in the facility to be E � demolished. t racking ❑Burning ❑ Implosion ❑ Moving.Other, specify: �� Signature: Print Name: i►�OG�O�M Landfill Receiving Building ebris: / t Burning requires additional authorization – Please call (303) 692-3100 and ask \ l/ 1,— to speak to the Open Burnin Permit Coordinator General Abatement Contractor (GAC) Owner's Name: �— m 3 �� i� v�rnc ` cC 0 'U) 3 CDPHE Asbestos Permit # Total Quantity of Asbestos Removed Street: 1h 0M M C Date Removal Completed Telephone # City State: Zi Code: O <W0 Type(s) of Asbestos -Containing Material Removed: Na s Telephone # mContact's 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 U in the Demolition Site block above, sampled all suspect materials, had all samples analyzed for the presence of C, asbestos by a NVLAP-accredited laboratory, and have determined that no Regulated ACM exists anywhere in the S facility.* I also certify that I have informed the owner/operator of the facility or the demolition contractor that any in c asbestos -containing material allowed to stay in the facility must remain non -friable during demolition. Specify type(s) wM of ACM remaining, below: (check appropriate box(es)): ❑ Vinyl asbestos floor tile (VAT) ❑ VAT mastic ❑ Tar/asphalt impregnated roofing ❑ Asphaltic pipe coatings Q ,a V ❑ Spray-a�2plied tar coatings ❑ Caulking ❑ Glazing ❑ Other, specify: 4) Si ature: Min B e Ink) Printed Name: oo m O� V Da o Final inspection CO Cert # Expirati n Date g �► `� Telephone # Cell Phone # 3 - 6g� 7?� 73 -9ioq 1 verify that all refrigerants from air conditioning/refrigeration appliances have been properly recovered in accordance with AQCC Regulation No. 15 (for information on CFC requirements call 692-3100). 1 further verify that all luminous exit signs (containing radioactive material) have been C 00) disposed of in accordance with 6 CCR 1007-1 subpart 3.6.4.3 (for information on luminous exit sign requirements call 303-692-3320). CHECK THE APPROPRIATE BOX: mO Building Owner ❑ Contractor ❑ Other Date: V Signature, Print Name: _—_- THis Box Is FOR CDPHE USE ONLY: Postmark or Hand Delivery Date: % 1(� Approved By: Code: initial -310 ❑ transfer -380 Form of Payment & #: /`� 2��(0 / P r it — Record # ate Issued: Regulated asbestos -containing materials means (a) f iabta asb4ftc taining material, (b) Category I nonfriable ACM that has become friable, (c) Category I nonfriable ACM that will be or has been subjected to sanding,ricL nding, cutting, or abrading or (d) Cateaory II nonfriable ACM that has a high probability of becoming or has become crumbled, pul�vetrzed, or reduced to powder by the forces expected to act on the material in the course of demolition or renovation operations regulated by thi8T ulaiion. Note: Asbestos -containing sheet vinyl and linoleum must be properly abated/removed prior to demolition. Fong DNA08 Rev. 0160/08 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-B1 Denver, Colorado 80246-1530 Phone: 30,3-692-3100 — 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 AsbestoslMQ 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 10/26/2018. The actual scheduled w„QrWIC re from 10/26/2018 through 11/26/2018. Approval issued on: 9/13/2018 R E C c Record number: 141532 S E p Notice Number: 18JE6253D For the location specified belowPer Burnett Residence 6995 W. 33rd Ave Wheatridge Jefferson County This notice has been issued to: Murphy Construction Services, Inc. 3944 Wedge Ct. Longmont, CO 80503 Fee Paid: $60.00 Check number: CC 3069 Asbestos Building Inspector: Nicholas Hopkinson Cerification No.: 23887 Inspection Date: 09/12/2018 Issued by: CA THIS DEED, made on September, for the consideration of ($960,000.00) ••' Th conveys to TIMOTHY T. BURNETT AND K WEST 33RD AVENUE, WHEAT RIDGE, 0 County of Jefferson, and State of Colorado See attached "Exhibit A!, also known by street and number as: 6995 with all Its appurtenances and warrants the year 2017-Arufff—e specific Exceptions -di accepted by CwWee(s) In acconkince with the above duscigmd AsW Propeity., distributi parties not shown by the pub/10 tecoft of ii accavawe with Off -Record Title Matters (,' Estate relating to the above described MW j if the improvements wive not installed as a, assessed prior to or after Closing; and otho State of COLORADO County of JEFFERSON The foregoing instrument was by JULIE HOGUE Witness my hand and official My Commission expires -C When Recorded Return to: 34 closing/deadslwd.htn-d TIMOTHY T. 6985 WEST Z 2017096961 912012017 2:40 PM PGS 2 $18.00 DF $36.00 Electronically Recorded Jefferson County, CO Faye Griffin, Clerk and Recorder TD1000Y 705=33 (32W,,W) W Slide Documentary Fee Date: September 19, 2017 if Moo Special Warranty Deed {Pursuant to 3"0-115 0. R. S.) 2017 by JULIE HOGUE Grardor(s), of the County of Adam and State of Colorado ae Hundred Sixty Thousand and 0011 00"'• dollars in hand pall, hereby sells and MY RYAN BURNETT Grantee(s), as Joint Tenants whose street address is 69% MIMI. County of Jefferson, and State of Colorado, the following real property In the to wit: VEST 33RD AVENUE, WHEAT RIDGE, CO 60033 tic against all persons claiming under the Grantor(s), subfect to general taxes forum - scribed by rd&§me to tL1caWdcbcument5 ds reffebtzid in the -Title Wournents ?9card 7-dAe Matter (Section &2) of the Cantract to Buy and Sefi Real Estate relaft to a utility easements, flncWng cable TVX those specific -0y dascribed nghis of thkd Ych Gmtoo(s) has actual knowledge and which me accepted by Giantee(s) In qation &3) and Current Survey Review (Section 9) of the Owitract to Buy and Sell Pood rupeity inchxion of the Property wtfwn any spedal tax drstrict, arty special assessnwr the daft o/ try wred KIM AMOS NOTARY PUBUIC STATE OF WLORAW )ss NOTARY ID 20164038907 My Car vnftion eq*_ SWW_A- 26.2021) before me on this day of September 19, 2017 M Notary Public 3URNM AND KACY RYAN BURNETT 3RD AVENUE, WHEAT RIDGE, 00 800M 705=33 (32W,,W) W Special Warranty Deed (Pursuant to 38-30-115 C.R.S.) State Documentary Fee Date: September 19, 2017 $36.00 THIS DEED, made on September 19, 2017 by JULIE HOGUE Grantor(s), of the County of Adams and State of Colorado for the consideration of ($360,000.00) —Three Hundred Sixty Thousand and 00/100— dollars in hand paid, hereby sells and conveys to TIMOTHY T. BURNETT A14D KACY RYAN BURNETT Grantee(s), as Joint Tenants whose street address is 6995 WEST 33RD AVENUE, WHEAT RIDGE, CO 80033, County of Jefferson, and State of Colorado, the following real property in the County of Jefferson, and State of Colc rado, to wit: See attached "Exhibit A" aso knovm by street and number as with all its appurtenances and warrant: year 2017 and those specific Exceptio accepted by Grantee(s) in accordance the above described real property; dist parties not shown by the public record, accordance with Off -Record Title Matt( Estate relating to the above described if the improvements were not installed assessed prior to or after Closing; and UE State of COLORADO County of JEFFERSON 'The foregoing instrument was acknowle by JULIE HOGUE Witness my hand and official My Commission expires C Men Hecorded Hetum to 6995 WEST 33RD AVENUE, WHEAT RIDGE, CO 80033 the title against all persons claiming under the Grantor(s), subject to general taxes for the S described by reference to recorded documents as reflected in the Title Documents 41th Record Title Matter (Section 8.2) of the Contract to Buy and Sell Real Estate relating to bution utility easements, (including cable TV); those specifically described rights of third of which Grantee(s) has actual knowledge and which were accepted by Grantee(s) in rs (Section 8.3) and Current Survey Review (Section 9) of the Contract to Buy and Sell Real eal property; inclusion of the Property within any special tax district; any special assessment is of the date of Buyer's signature on the Contract to Buy and Sell Real Estate, whether J KIM AMOS NOTARY PUBLIC > STATE OF COLORADO )ss NCYrARY ID 20164036907 My Commission Expires September 26, 2020 before me on this day of September 19, 2017 Notary Public T. BURNETT AND KACY RYAN BURNETT T 33RD AVENUE, WHEAT RIDGE, CO 80033 For r 34 closing/deeds/wd.html 70552833 (326653) II I I I'I"�"II'I III'�I II I I'I'll Exhibit A A TRACT OF LAND IN THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF TH'�E 6TH PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: THE EAST 103.75 FEET OF THE SOUTH 150.00 FEET OF A TRACT OF LAlQD DESCRIBED: BEGINNING AT A POINT WHICH IS 555.00 FEET WEST AND 349.00 FEET SOUTH FROM THE NORTHEAST CC RNER OF SAID SOUTHEAST 1/4 OF THE NORTHEAST 1/4; THENCE WEST PARALLEL TO THE NORTH LINE OF SAID SC UTHEAST 1/4 OF THE NORTHEAST 114, A DISTANCE OF 133.75 FEET; THENCE SOUTH PARALLEL TO THE EAST LINE OF SAID SOUTHEAST 1/4 OF THE NORTHEAST 1 4, A DISTANCE OF 300.00 FEET; THENCE EASTERLY PARALLEL TO THE NORTH LINE OF THIS TRACT, 133.75 FEET; THENCE NORTH 300.00 FEET MORE OR LESS TO THE POINT OF BEGINNING, EXCEPT THE SOUTH 30 FE T THEREOF DESCRIBED IN DEED RECORDED OCTOBER 20, 1953 IN BOOK 828 AT PAGE 266, COUNTY OF JEFFERSON, ST TE OF COLORADO. 1 34 closing/deeds/wd.html 170552833 (326653) city of CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f � s r? N ; In, Proof of Submission for Permitting/Pla !X -V115 A copy of this form must be completed by each agency indicated on the Permit Submittal Che � �grf0T,th'e' pyeFT type and be attached to the Building Permit Application at the time of submission. Applicatio"n`s-pt'�snt�ed f5r submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date:Yo�{i'rn Per Project Address: Name of Firm/Individual submitting documents: Project Type/Description: Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, T((d am a duly authorized representative of the agency indicated below and do, by m signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Aqency represented: (Please check one) o West Metro Fire Protection o Arvada Fire Protection o Wheat Ridge Sanitation District meat Ridge Water District o Clear Creek Sanitation District o o Consolidated Mutual Water District est alSanitation District g W o Valley Water District o estride Sanitation District o Denver Water o Other Agency Notes: I arvf V. / //__ / �d cf �5 tvr ;ce l; no — Yh� 7Y'r JL_1 } 0c) ---i- l^ ` Signature: )40-) Date: �r lro Repr sentative) a�- CITY Of WHEAT RIDGE BUILDING. ANT)INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.,0 303.237.8429 r •1ill 11 111.111170MAWNTATO wwill Ii A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for,theproject type and be attached to the Building Permit Application at the time of submission. Applications presented III& ' submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 9 ` J - -Lo 19 Project Address: ( Ave- E' Name of Firm/Individual submitting documents: Project Type/Description: rl i ( "� 11 t d C, Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, 4 -4 -Zs- , 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) West Metro Fire Protection o Arvada Fire Protection t, Wheat Ridge Water District Consolidated Mutual Water District o. Valley Water District o Denver Water < Wheat Ridge Sanitation District 0 Clear Creek Sanitation District Fruitdale Sanitation District Westridge Sanitation District Other Agency Notes: 1-6 A 5 e 40 07a Tu -1 s4 T7-,tC146i.3 v6 L Vy. D ala' �taNc� -ry � Signature:csc,,•v c ---Date: s (Agency Representative) cifAS b MARTIN/MARTIN September 7, 2018 Tim and Tracy Burnett 6995 W.33 rd Ave. Wheat Ridge, CO 303-458-5880 Email: furydesign@hotmail.com Re: Wheat Ridge Sanitation District — 6995 W. 33rd Ave. Dear Mr. Chidley, On behalf of the Wheat Ridge Sanitation District (WRSD), Martin/Martin Inc., acting as the District Consulting Engineer, offers the following in response to the site plan received September 6, 2018, concerning a proposed 2nd story addition at the above referenced address. The Wheat Ridge Sanitation District has no objections with the proposed development conditional on the items identified herein are fully addressed. Rules, Regulations and Standards of the District must be complied with at all times. It appears from the submitted plans that the following existing and proposed fixtures are included in the property plans. Existing plumbing fixtures basement 1 bath 1 basin 1 we 1 washing machine Existing fixtures to be replaced first floor 1 bath 1 basin 1 we 1 kitchen sink New plumbing fixtures second floor and externally 3 baths 1 shower 5 basins 3 we 1 washing machine 1 bar sink 3 exterior faucets Any addition of kitchen appliance requires review submittal to the District and is subject to ADU (Additional Dwelling Unit) requirements. It is understood that the existing water service and meter size will not be modified. Should the water meter change in the future, the District must be immediately notified. Acceptance of plans and proof of submission is conditional on the District having the right to observe the expansion in the future. Utility Locates If required, it is the developer's responsibility to provide the District, through Martin/Martin Inc., with an ASCE Utility Quality B utility locate mapping stamped by a Colorado PE as required in Colorado Senate Bill 18-167 and ASCE 38 standards. Depending on the design, an ASCE Quality Level A supplemental survey may be required which necessitates MARTIN/MARTIN, INC. 12499 WEST CCLrAxAVENUE LAKEWOOD, COLORADO £80215 MAIN 303.31.6100 MARTINMARTIN.COM' Wheat Ridge Sanitation District — 6995 W. 33rd Ave. September 7, 2018 physical contact and survey of the existing utility at crossings. If the ASCE Utility Quality Level B is not provided, the Developer's utility locate professional engineer shall provide the rationale and documentation to the District and Notification Association as to why the utility locate mapping was unable to achieve the ASCE Utility Level B in accordance with Senate Bill 18-167. It is also the owner's responsibility to include electronic locators on all new underground facilities, including service lines up to the structure or building being served. Any questions regarding this document, please contact us at (303) 431-6100. Sincerely,, Bill Willis, PE Cc: Mike Bakarich — Wheat Ridge Sanitation District Page 212 SUBSURFACE STUDY FOR THE PLANNED ADDITION TO THE EXISTING RESIDENCE 6995 WEST 33' AVENUE WHEAT RIDGE, COLORADO Job No.: 18-281 July 31, 2018 SEP: P qrd----- Prepared for: Mr. Timothy Burnett 6995 West 33rd Avenue Wheat Ridge, Colorado 80023 Hollingsworth Associates, Inc. Geotechnical & Environmental Engineers 2875 W. Oxford Ave. #7 Sheridan, Colorado 80110 303-781-5188/fax 303-781-5224 TABLE OF CONTENTS PURPOSE AND SCOPE OF WORK PROPOSED CONSTRUCTION SITE CONDITIONS FIELD EXPLORATION LABORATORY TESTING SUBSURFACE CONDITIONS FOUNDATION RECOMMENDATIONS FLOOR SLABS FOUNDATION WALLS WATER SOLUBLE SULFATES UNDERDRAIN SYSTEM SURFACE DRAINAGE LIMITATIONS Figures Fig. 1 — Location of Exploratory Boring Fig. 2 — Log of Exploratory Boring Fig. 3 — Legend and Notes of Exploratory Boring Fig. 4 — Gradation Test Results Fig. 5 — Swell -Consolidation Test Results Table I — Summary of Laboratory Test Results 1 1 2 2 2 3 3 5 6 7 7 8 9 PURPOSE AND SCOPE OF WORK This report presents the results of a subsurface study for the planned addition to the existing residence at 6995 West 33`d Avenue in Denver, Colorado. The subsurface study was conducted for the purpose of developing foundation recommendations. The project site is shown on Fig. 1. The study was conducted in accordance with our proposal P 18-247 dated July 31, 2018. A field exploration program consisting of drilling one exploratory boring was conducted to obtain information on subsurface conditions. Material samples obtained during the field exploration were tested in the laboratory to determine the classification and engineering characteristics of the on-site soils. The results of the field exploration and laboratory testing were analyzed to develop foundation recommendations and allowable bearing pressures. The results of the field exploration and laboratory testing are presented herein. This report has been prepared to summarize the data obtained during this study and to present our conclusions and recommendations based on the proposed construction and the subsurface conditions encountered. Design parameters and a discussion of geotechnical engineering considerations related to construction of the planned addition are included in the report. PROPOSED CONSTRUCTION It is our understanding that the planned addition will be a two-story, non -basement wood structure. Foundation loads are expected to be light as is typical for this type of construction. If the design varies from the project description above, the recommendations presented in this report should be reevaluated. 1 SITE CONDITIONS At the time of our field investigation, the site had an existing one-story house founded on a full basement. The site was landscaped with lawn, shrubs, and mature trees. The site sloped slightly from east to west with a change in elevation of approximately 3 feet. FIELD EXPLORATION The field exploration for the project was conducted on July 24, 2018. One exploratory boring was drilled at the location shown on Fig. l to explore the subsurface conditions. The location of the exploratory boring was determined by Hollingsworth Associates personnel based on site access conditions. The boring was advanced through the soils with a 4 -inch diameter continuous flight auger. The boring was logged by a project engineer. Samples of the subsurface materials were taken with a 2 -inch I.D. spoon sampler. The sampler was driven into the various strata with blows from a 140 -pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Method D-1586. Penetration resistance values, when properly evaluated, indicate the relative density or consistency of the soils and bedrock. Depths at which the samples were taken and the penetration resistance values are shown on the Log of Exploratory Boring, Fig. 2 with a legend and notes shown on Fig. 3. Measurement of the water level was made in the boring by lowering an M -scope into the open hole shortly after completion of drilling. LABORATORY TESTING The samples obtained from the exploratory boring were examined and visually classified in the laboratory by the project engineer. Laboratory testing included standard property tests, such as natural 2 moisture content (ASTM D-2216), dry unit weights, grain size analysis (ASTM D-422), and liquid and plastic limits (ASTM D-4318). Swell -consolidation tests (similar to ASTM D-2435) were conducted on two samples of the upper soils to determine the compressibility or swell characteristics under loading when submerged in water. The percentage of water soluble sulfates was determined in general accordance with "Standard Methods for the Examination of Water and Wastewater, 15th ed.", for one selected sample. Results of the laboratory testing are shown on Figs. 4 and 5 and summarized in Table I. The laboratory testing was conducted in general accordance with applicable ASTM standards. SUBSURFACE CONDITIONS The subsurface conditions at the site, as indicated by exploratory boring B-1, consisted of 12 inches of topsoil overlying stiff to very stiff, sandy to very sandy clay, which occasionally grades into a clayey sand for the depth drilled, 16 feet. Free water was encountered in the exploratory boring at depth 12.5 feet at the time of drilling. A gradation of a typical sample of the clayey sand is shown on Fig. 4. The clayey sand settled upon loading and when wetted under constant load as indicated by the swell -consolidation test results shown on Fig. 5. A gradation of a typical sample of the sandy clay is shown on Fig. 4. The sandy clay possesses a low to moderate swell potential with a percent swell of 2.2% and an uplift pressure of 10,000 psf when wetted under constant load as indicated by the swell - consolidation test results shown on Fig. 5. The laboratory test results are summarized in Table I. FOUNDATION RECOMMENDATIONS Considering the subsurface conditions encountered in the exploratory boring and the nature of the proposed construction, we recommend the addition be founded on spread footings bearing on 3 undisturbed natural soils. The design and construction criteria presented below should be observed for a spread footing foundation system. The construction details should be considered when preparing project documents. (1) Footings bearing on the undisturbed natural soils should be designed for an allowable soil bearing pressure of 3,000 psf. The footings should also be designed for a minimum dead load pressure of 1,000 psf. (2) Based on one-dimensional consolidation theory, we estimate total settlement for footings designed and constructed as discussed in this section will be approximately 1 inch. Differential settlements across the addition are estimated to be approximately `/2 inch. (3) Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 36 inches below the exterior grade is typically used in this area. (4) The lateral resistance of a spread footing bearing on undisturbed natural soils will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.40. Passive pressure against the sides of the footings can be calculated using an equivalent fluid unit weight of 250 pcf. The coefficient of friction and passive pressure values recommended above assume mobilization of the ultimate soil strength. Suitable factors of safety should be included in the design to limit the strain that will occur at the ultimate strength, particularly in the case of passive resistance. (5) Continuous foundation walls should be reinforced top and bottom to span an unsupported length of at least 12 feet. 11 (6) Areas of loose material encountered within the foundation excavation should be removed and the footings extended to adequate natural bearing material. As an alternate, the loose material may be removed and replaced with non -expansive fill material compacted to 100% of the maximum standard Proctor (ASTM D-698) density within 2 percentage points of the optimum moisture content. New fill should extend down from the edges of the footings at a 1 horizontal to 1 vertical projection. (7) A representative of the soil engineer should observe all footing excavations prior to concrete placement. FLOOR SLABS Floor slabs present a problem where expansive materials are present near floor slab elevation because sufficient dead load cannot be imposed on them to resist the uplift pressure generated when the materials are wetted and expand. Based on the moisture -volume change characteristics of the materials encountered, we believe slab -on -ground construction may be used, provided the risk of distress resulting from slab movement is accepted by the owner. The following measures should be taken to reduce damage which could result from movement should the underslab materials be subjected to moisture changes. (1) Floor slabs should be separated from all bearing walls and columns with expansion joints that allow unrestrained vertical movement. (2) Interior non-bearing partitions resting on floor slabs should be provided with slip joints at the bottoms so that, if the slabs move, the movement cannot be transmitted to the upper structure. This detail is also important for wallboards, stairways, and doorframes. Slip joints that will allow at least 4 inches of vertical movement are recommended. (3) Floor slab control joints should be used to reduce damage due to shrinkage cracking. We 5 suggest joints be provided on the order of 15 feet on center. The requirements for slab reinforcement should be established by the designer based on experience and the intended slab use. (4) A minimum 4 -inch layer of free -draining gravel should be placed beneath the slabs. This material should consist of minus 1 '/2 -inch aggregate with less than 10% passing the No. 4 sieve and less than 5% passing the No. 200 sieve. The granular layer will aid in drainage. (5) Fill placed beneath floor slabs should be a non -expansive, impervious material. The soil engineer should evaluate the suitability of proposed fill materials. Fill should be placed and compacted to at least 95% of the maximum standard Proctor density within ± 2 percentage points of the optimum moisture content. (6) The natural soil encountered during this investigation will be expansive when placed in a compacted condition. Consequently, it should not be used as fill beneath floor slabs. The natural soil can be used for fill near the bottom of fills outside building areas. (7) All plumbing lines should be tested before operation. Where plumbing lines enter through the floor, a positive bond break should be provided. Flexible connections should be provided for slab -bearing mechanical equipment. FOUNDATION WALLS Foundation walls that are laterally supported and can be expected to undergo only a moderate amount of deflection should be designed for a lateral earth pressure computed based on an equivalent fluid unit weight of 50 pcf for backfill consisting of the on-site soils. All foundation walls should be designed for appropriate hydrostatic pressures. The pressures recommended above assume drained conditions behind the walls and a horizontal backfill surface. The buildup of water behind a wall or an upward sloping backfill surface will increase the lateral pressure 2 imposed on a foundation wall. The lateral resistance of foundation wall footings placed on undisturbed natural soils will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.4. Passive pressure against the sides of the footings can be calculated an equivalent fluid unit weight of 250 pcf The coefficient of friction and passive pressure values recommended above assume mobilization of the ultimate soil strength. Suitable factors of safety should be included in the design to limit the strain that will occur at the ultimate strength, particularly in the case of passive resistance. Compacted fill placed against the sides of the footings to resist lateral loads should be a non - expansive material. Fill should be placed and compacted to at least 95% of the maximum standard Proctor (ASTM D-698) density at a moisture content near optimum. WATER SOLUBLE SULFATES The concentration of water soluble sulfates measured in a sample obtained from the exploratory boring was 0.02%. This concentration of water soluble sulfates represents a negligible degree of sulfate attack on concrete exposed to these materials. The degree of attack is based on a range of negligible, positive, severe, and very severe as presented in the U.S. Bureau of Reclamation Concrete Manual. Based on this information, we believe special sulfate resistant cement will not be required for concrete exposed to the on-site soils. UNDERDRAIN SYSTEM If the addition has a crawlspace, the crawlspace should be protected by an underdrain system. %I The underdrain system should consist of perimeter drains. Free -draining granular material used in the drain system should contain less than 5% passing the No. 200 sieve, less than 10% passing the No. 4 sieve and have a maximum size of 1 '/Z inch. The drains should consist of drainpipe placed in the bottom of a trench and surrounded above the invert level with free -draining granular material. The free -draining material should extend 1 foot above the crawlspace excavation level. The perimeter drains should be at least 4 inches in diameter. The drain lines should be placed at least 1 foot below crawlspace excavation level and graded to sumps at a minimum slope of ''/z%. The underdrain system should be sloped to a sump where water can be removed by pumping or gravity drainage. SURFACE DRAINAGE The following drainage precautions should be observed during construction and maintained at all times after the addition has been completed. (1) Excessive wetting or drying of the foundation excavations and underslab areas should be avoided during construction. (2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor (ASTM D-698) density in pavement areas and to at least 90% of the maximum standard Proctor (ASTM D-698) density in landscape areas. (3) The ground surface surrounding the exterior of the addition should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in paved areas. (4) Roof downspouts and drains should discharge well beyond the limits of all backfill. LIMITATIONS This report has been prepared in accordance with generally accepted soil and foundation engineering practices in this area for use by the client for design purposes. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory boring drilled at the location on the exploratory boring plan and the proposed type of construction. The nature and extent of subsurface variations across the site may not become evident until excavation is performed. If during construction, fill, soil, rock, or water conditions appear to be different from those described herein, this office should be advised at once so reevaluation of the recommendations may be made. We recommend on-site observation of excavations and foundation bearing strata by a representative of the soil engineer. Sincerel�``"i'w®nu,���������/ OL_ •, •��SOCIATES, INC. •� 9921 • Harol "llingswb . HH: hr H: Reviewed by: TRH Attachments M Scale: V= 30' • B-1 --Exploratory boring CIATES 1 Q -2O 1 ���Ho�,L,'chni�I/EnvironmentalEnginmm TNGSWORTHASSOLocation of Exploratory Boring Fig. 1 Q B-1 0 0 5 5 22/ 12 v w p CD � S O- N Q N CD 10 10 25/12 0 15 15 12/12 18-281 I HOLLINGSWORTH ASSOCIATES Geotechnical/Environmental Engineers Log of Exploratory Boring Fig. 2 LEGEND ® Topsoil. Clay (CL), sandy to very sandy, occasionally grades into a clayey sand, stiff to very stiff, calcareous, brown with iron oxides, moist. Drive sample, 2 -inch I.D., California liner sample. 2212 Drive sample blow count. Indicates that 22 blows of a 140 -pound hammer falling 30 inches were required to drive the California sampler 12 inches. Depth to water level and number of days after drilling measurement was made. Depth at which boring caved. NOTES 1. The exploratory boring was drilled on July 24, 2018, with a 4 -inch diameter continuous flight auger. 2. The exploratory boring was located in the field by HA personnel based on site access conditions. 3. Log is drawn to depth. 4. The lines between materials shown in the boring represent the approximate boundaries between material types and the transitions may be gradual. 5. Water level readings shown on the log were made at the time and under conditions indicated. Fluctuations in the water levels may occur with time. 10_281�GOLLINGSWORTGASSEnginmS Legend and Notes of Exploratory Boring Fig. 3Legend and Notes of Exploratory Boring Fig. 3 Q Q Geotechnical/Environmental Engineers 4 3/8" 3/4' I'°" 3" 5" 6" e HYDROMETER ANALYSIS SIEVE ANALYSIS TIME READINGS U.S. STANDARD SIEVES CLEAR SQUARE OPENINGS W 2 SHR 7HR 10 45MM MM 15 IN fiOMM 19MM JMM IMM 200 IW 50 JO 30 Ib 8 J 3�8" 3/q" 1"" 3" 5" 6" 8 90 80 10 70 20 60 30 VZ` 40 Q 50 '- z Z 50 Z U Y a 40 30 COARSE 60 a 20 70 10 8p 90 0 001 .002 .005 009 019 .037 .074 .IJ9 29] .590 1.19 238 4.76 9.52 19.1 38.1 ]6.2 127 200 42 2.0 152 DIAMETER OF PARTICLE IN MILLIMETERS 100 SAND CLAY "f0 SII: f FINE MEDIUM COARSE GRAVEL COBBLES FINE GRAVEL 0 % SAND 63 % SILT AND CLAY 37 % LIQUID LIMIT 28 % PLASTICITY INDEX 18 % SAMPLE OF Clayey sand FROM Boring B -I at 5'-0" HYDROMETER ANALYSIS SIEVE ANALYSIS TIME READINGS U.S. STANDARD SIEVES CLEAR SQUARE OPENINGS 25HR 100 45MM 7HR 10 15 IN 60MM 19MIN 4MIN IMIN 200 100 50 40 30 Ib 8 0 90 80 10 70 20 60 30 40 50 Z 50 s z u 40 u i 30 60 20 70 10 80 0 ------------ ---------------- 90 100 001 002 005 009 .019 037 .074 .149 297 590 1.19 2.38 4.76 9.72 19.1 38.1 76.2 127 200 42 2.0 152 DIAMETER OF PARTICLE IN MILLIMETERS CLAY TO S11.F SAND GRAVEL. COHHLES FINE MEDIUM COARSE FINE COARSE GRAVEL 0 % SAND 21 % SILT AND CLAY 79 % LIQUID LIMIT 48 % PLASTICITY INDEX 36 SAMPLE OF Sandy clay FROM Boring B-1 at 10'-0" 18-281 I HOLLINGSWORTHAtalEn TES Gradation Test Results Fig. 4 Geotechnical/Environmental Engineers 4 3/8" 3/4' I'°" 3" 5" 6" e COARSE 4 3/8" 3/4' I'°" 3" 5" 6" e Moisture Content= 9.3 % DryUnit Weight= l 19.7 pcf Sample of. Clayey sand From: Boring B-1 at 5'-0" 0 c 0 b c Additional movement ur de o s t pressure upon wetting 0 U -2 -3 0.1 1.0 10 100 APPLIED PRESSURE - ksf Moisture Content= 20.4 % Dry Unit Weight— 107.1 pcf Sample of: Sandy clay 3 From: Boring B-1 at 10'-0" rn 0 0 C O 'O O 'I C C U -2 jps.id r cc n tant pressur upon vettir g -3 -4 -5 0.1 1.0 10 100 APPLIED PRESSURE - ksf 18-281 "°EE'NGSW°iass°C'ATEs Swell -Consolidation Test Results Fig. 5 Geotechnical/Env uonmonental Engineers 00 N 00 O Z O LU J co r J �D/� v! �W L.L f� V ) W O Q O m J LL O Q 75 75 D U) 70 ( Q U 0 >c U) m U cv � � c 0 N co: o N 0 O O O �cnUU O _a U X N o o O Cl) E J � O L 6 Q0-.- 3C o 00 N 00 cY J U O O C N D o M Z U) c O r- o (B _0 C14 C N N z O o Cl) O N m U Z (� + 7'T c�'� z o 0 0 C7 + Z Z p O Z �U N t c o Q m � � o D CIO U O J N E cn m m CREScheck Software Version 4.6.5 �J( Compliance Certificate Project Fury -6995 W 33rd Ave -Main FI -2nd FI Energy Code: 2012 IECC Location: Wheat Ridge, Colorado Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,249 ft2 Glazing Area 22% Climate Zone: 5 (6158 HDD) Permit Date: 2 Permit Number: 30.0 Construction Site: Owner/Agent: 6995 W 33rd Ave 30.0 Designer/Contractor: Carl Breen Breen Design 891 Spruce Rd Larkspur, CO 80118 970-596-4479 breenhvacdesionraamail.com Compliance: 1.2% Better Than Code Maximum UA: 751 Your UA: 742 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies Floor 1: Slab-On-Grade:Unheated Insulation depth: 2.0' Comment: Living Room, Slab R10 -Radiant Floor 2: Slab -On -Grade: Unheated Insulation depth: 2.0' Comment: Mud Room, Slab R10 -Radiant Floor 3: All -Wood Joist/Truss:Over Outside Air Comment: Master Wic, 20R-30 Floor 4: All -Wood Joist/Truss:Over Outside Air Comment: Master Bedroom, 20R-30 Floor 5: All -Wood Joist/fruss:Over Outside Air Comment: Master Bath, 20R-30 Floor 6: All -Wood Joist/Truss:Over Outside Air Comment: Loft, 20R-30 Floor 7: All -Wood J oist/Truss: Over Outside Air Comment: Loft, 20R-30 Floor 8: All -Wood Joist/Truss:Over Outside Air Comment: Bed 1, 20R-30 Floor 9: All -Wood Joist/Truss: Over Outside Air Comment: Laundry, 20R-30 Floor 10: All -Wood Joist/Truss:Over Outside Air Comment: B2 Wic, 20R-30 65 10.0 0.767 50 18 10.0 0.767 14 28 30.0 0.0 0.033 1 29 30.0 0.0 0.033 1 58 30.0 0.0 0.033 2 130 30.0 0.0 0.033 4 54 30.0 0.0 0.033 2 187 30.0 30.0 n�O.O26 7 30.0 Project Title: Fury -6995 W 33rd Ave -Main FI -2nd FI Report date: 09/04/18 Data filename: C:iUsers\Carl\Desktop\Designs 2016 1-21-16\Fury Design -Chris Chidley\6995 W 33rd Page 1 of 5 Ave,\Fury-6995 W 33rd Ave.rck Floor 11: All -Wood Joistlfruss:Over Outside Air Comment: Bed 3, 20R-30 Ceiling 1: Cathedral Ceiling (no attic) Comment: Living Room, R49 Roof Ceiling 2: Cathedral Ceiling (no attic) Comment: Mud Room, R49 Roof Ceiling 3: Cathedral Ceiling (no attic) Comment: Dining, R49 Roof Ceiling 4: Cathedral Ceiling (no attic) Comment: Master Wic, R49 Roof Ceiling 5: Cathedral Ceiling (no attic) Comment: Master Bedroom, R49 Roof Ceiling 6: Cathedral Ceiling (no attic) Comment: Master Bath, R49 Roof Ceiling 7: Cathedral Ceiling (no attic) Comment: Loft, R49 Roof Skylight 1: Other Comment: Loft, Skylight 2012 Skylight 2: Other Comment: Loft, Skylight 2012 Skylight 3: Other Comment: Loft, Skylight 2012 Skylight 4: Other Comment: Loft, Skyfight 2012 Skylight 5: Other Comment: Loft, Skylight 2012 Ceiling 8: Cathedral Ceiling (no attic) Comment: Bed 1, R49 Roof Ceiling 9: Cathedral Ceiling (no attic) Comment: Bath 1, R49 Roof Ceiling 10: Cathedral Ceiling (no attic) Comment: Bath 2, R49 Roof Ceiling 11: Cathedral Ceiling (no attic) Comment: Laundry, R49 Roof Ceiling 12: Cathedral Ceiling (no attic) Comment: Bed 2, R49 Roof Ceiling 13: Cathedral Ceiling (no attic) Comment: B2 Wic, R49 Roof Skylight 6: Other Comment: B2 Wic, Skylight 2012 Ceiling 14: Cathedral Ceiling (no attic) Comment: Bed 3, R49 Roof Ceiling 15: Cathedral Ceiling (no attic) Comment: B3 Wic, R49 Roof Skylight 7: Other Comment: B3 Wic, Skylight 2012 Wall 1: Wood Frame, 16" o.c. Comment: Living Room, R20 Window 1: Other Comment: Living Room, Standard 12 IRC Window 2: Other Comment: Living Room, Standard 12 IRC Door 1: Solid Comment: Living Room, 11D Wall 2: Wood Frame, 16" o.c. Comment: Living Room, R20 Window 3: Other Comment: Living Room, Standard 12 IRC 60 30.0 0.0 0.033 2 530 30.0 19.0 0.020 11 74 30.0 19.0 0.020 1 298 30.0 19.0 0.020 6 112 30.0 19.0 0.020 2 227 30.0 19.0 0.020 5 176 30.0 19.0 0.020 4 351 30.0 19.0 0.020 6 6 0.550 3 6 0.550 3 6 0.550 3 6 0.550 3 4 0.550 2 198 30.0 19.0 0.020 4 55 30.0 19.0 0.020 1 54 30.0 19.0 0.020 1 168 30.0 19.0 0.020 3 143 30.0 19.0 0.020 3 41 30.0 19.0 0.020 1 8 0.550 4 208 30.0 19.0 0.020 4 33 30.0 19.0 0.020 1 8 0.550 4 213 20.0 0.0 0.059 8 30 0.320 10 18 0.320 6 30 0.250 8 303 20.0 0.0 0.059 16 32 0.320 10 Project Title: Fury -6995 W 33rd Ave -Main FI -2nd FI Report date: 09/04/18 Data filename: C:\Users\Carl\Desktop\Designs 2016 1-21-16\Fury Design -Chris Chidley\6995 W 33rd Page 2 of 5 Ave,\Fury-6995 W 33rd Ave.rck Wall 3: Wood Frame, 16" o.c. 206 20.0 0.0 0.059 8 Comment: Living Room, R20 Window 4: Other 72 0.320 23 Comment: Living Room, Standard 12 IRC Wall 4: Wood Frame, 16" o.c. 83 20.0 0.0 0.059 5 Comment: Living Room, R20 Wall 5: Wood Frame, 16" o.c. 193 20.0 0.0 0.059 8 Comment: Living Room, R20 Window 5: Other 36 0.320 12 Comment: Living Room, Standard 12 IRC Window 6: Other 13 0.320 4 Comment: Living Room, Standard 12 IRC Wall 6: Wood Frame, 16" o.c. 185 20.0 0.0 0.059 9 Comment: Mud Room, R20 Window 7: Other 30 0.320 10 Comment: Mud Room, Standard 12 IRC Wall 7: Wood Frame, 16" o.c. 93 20.0 0.0 0.059 5 Comment: Mud Room, R20 Wall 8: Wood Frame, 16" o.c. 108 20.0 0.0 0.059 5 Comment: Office/Bed, R20 Window 8: Other 21 0.320 7 Comment: Office/Bed, Standard 12 IRC Wall 9: Wood Frame, 16" o.c. 141 20.0 0.0 0.059 7 Comment: Office/Bed, R20 Window 9: Other 21 0.320 7 Comment: Office/Bed, Standard 12 IRC Wall 10: Wood Frame, 16" o.c. 51 20.0 0.0 0.059 3 Comment: Pwdr, R20 Wall 11: Wood Frame, 16" o.c. 205 20.0 0.0 0.059 9 Comment: Kitchen, R20 Window 10: Other 8 0.320 3 Comment: Kitchen, Standard 12 IRC Window 11: Other 33 0.320 11 Comment: Kitchen, Standard 12 IRC Window 12: Other 8 0.320 3 Comment: Kitchen, Standard 12 IRC Wall 12: Wood Frame, 16" o.c. 42 20.0 0.0 0.059 2 Comment: Kitchen, R20 Wall 13: Wood Frame, 16" o.c. 118 20.0 0.0 0.059 7 Comment: Dining, R20 Wall 14: Wood Frame, 16" o.c. 741 20.0 0.0 0.059 18 Comment: Dining, R20 Window 13: Other 312 0.320 100 Comment: Dining, Standard 12 IRC Window 14: Other 70 0.320 22 Comment: Dining, Standard 12 IRC Window 15: Other 16 0.320 5 Comment: Dining, Standard 12 IRC Door 2: Solid 30 0.250 8 Comment: Dining, 11D Wall 15: Wood Frame, 16" o.c. 190 20.0 0.0 0.059 11 Comment: Dining, R20 Wall 16: Wood Frame, 16" o.c. 53 20.0 0.0 0.059 3 Comment: Master Wic, R20 Wall 17: Wood Frame, 16" o.c. 143 20.0 0.0 0.059 6 Comment: Master Bedroom, R20 Window 16: Other 21 0.320 7 Comment: Master Bedroom, Standard 12 IRC Project Title: Fury -6995 W 33rd Ave -Main FI -2nd FI Report date: 09/04/18 Data filename: C:\Users\Carl\Desktop\Designs 2016 1-21-16\Fury Design -Chris Chidley\6995 W 33rd Page 3 of 5 Ave,\Fury-6995 W 33rd Ave.rck Window 17: Other 21 0.320 7 Comment: Master Bedroom, Standard 12 IRC Wall 18: Wood Frame, 16" o.c. 123 20.0 0.0 0.059 6 Comment: Master Bath, R20 Window 18: Other 22 0.600 13 Comment: Master Bath, 7A-1 Wall 19: Wood Frame, 16" o.c. 117 20.0 0.0 0.059 3 Comment: Loft, R20 Window 19: Other 30 0.320 10 Comment: Loft, Standard 12 IRC Door 3: Solid 30 0.250 8 Comment: Loft, 11D Wall 20: Wood Frame, 16" o.c. 38 20.0 0.0 0.059 1 Comment: Loft, R20 Window 20: Other 22 0.320 7 Comment: Loft, Standard 12 IRC Wall 21: Wood Frame, 16" o.c. 66 20.0 0.0 0.059 2 Comment: Loft, R20 Window 21: Other 30 0.320 10 Comment: Loft, Standard 12 IRC Wall 22: Wood Frame, 16" o.c. 199 20.0 0.0 0.059 9 Comment: Loft, R20 Window 22: Other 17 0.320 5 Comment: Loft, Standard 12 fRC Window 23: Other 25 0.320 8 Comment: Loft, Standard 12 IRC Wall 23: Wood Frame, 16" o.c. 165 20.0 0.0 0.059 7 Comment: Bed 1, R20 Window 24: Other 21 0.320 7 Comment: Bed 1, Standard 12 IRC Window 25: Other 21 0.320 7 Comment: Bed 1, Standard 12 IRC Wall 24: Wood Frame, 16" o.c. 93 20.0 0.0 0.059 6 Comment: Bed 1, R20 Wall 25: Wood Frame, 16" o.c. 48 20.0 0.0 0.059 3 Comment: Bed 1, R20 Wall 26: Wood Frame, 16" o.c. 54 20.0 0.0 0.059 3 Comment: Bath 1, R20 Window 26: Other 10 0.600 6 Comment: Bath 1, 7A-1 Wall 27: Wood Frame, 16" o.c. 32 20.0 0.0 0.059 1 Comment: Laundry, R20 Window 27: Other 16 0.320 5 Comment: Laundry, Standard 12 IRC Wall 28: Wood Frame, 16" o.c. 28 20.0 0.0 0.059 2 Comment: Laundry, R20 Wall 29: Wood Frame, 16" o.c. 74 20.0 0.0 0.059 3 Comment: Laundry, R20 Window 28: Other 16 0.320 5 Comment: Laundry, Standard 12 IRC Wall 30: Wood Frame, 16" o.c. 119 20.0 0.0 0.059 6 Comment: Bed 2, R20 Window 29: Other 21 0.320 7 Comment: Bed 2, Standard 12 IRC Wall 31: Wood Frame, 16" o.c. 18 20.0 0.0 0.059 1 Comment: B2 Wic, R20 Wall 32: Wood Frame, 16" o.c. 56 20.0 0.0 0.059 3 Comment: B2 Wic, R20 Project Title: Fury -6995 W 33rd Ave -Main FI -2nd FI Report date: 09/04/18 Data filename: C:\Users\Carl\Desktop\Designs 2016 1-21-16\Fury Design -Chris Chidley\6995 W 33rd Page 4 of 5 Ave,\Fury-6995 W 33rd Ave.rck Wall 33: Wood Frame, 16" o.c. 157 20.0 0.0 0.059 8 Comment: Bed 3, R20 Window 30: Other 16 0.320 5 Comment: Bed 3, Standard 12 IRC Wall 34: Wood Frame, 16" o.c. 191 20.0 0.0 0.059 9 Comment: Bed 3, R20 Window 31: Other 16 0.320 5 Comment: Bed 3, Standard 12 IRC Window 32: Other 16 0.320 5 Comment: Bed 3, Standard 12 IRC Wall 35: Wood Frame, 16" o.c. 92 20.0 0.0 0.059 5 Comment: Bed 3, R20 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requ,0�nents listed in the REScheck Inspection Checklist. Carl Breen -HVAC Name - Title Project Notes: Basement is not included on res check. Basement is not being remodeled 9/4/18 Date Project Title: Fury -6995 W 33rd Ave -Main FI -2nd FI Report date: 09/04/18 Data filename: C:\Users\Carl\Desktop\Designs 2016 1-21-16\Fury Design -Chris Chidley\6995 W 33rd Page 5 of 5 Ave,\Fury-6995 W 33rd Ave.rck 2012 IECC Energy Efficiency Certificate Above -Grade Wall 20.00 Below -Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Window 0.32 0.32 Door 0.25 Skylight 0.55 0.55 Heating System: Cooling System: Water Heater: Name: Carl Breen Date: 9/4/18 Comments Manual D/S Information Fury -6995 W 33rd Ave Preformed on ACCA approved so Additional information available IV ED Equipment: System 1 -Base SEP Baseboard heating Equipment: System 2- Heating Boiler: Lennox Model # GWM-1501E (150000 BTU) CERTIFIED TABLE 12-1. SEA LEVEL RATINGS- NATURAL AND PROPANE GASES Size Boiler � �` Rate Input MBH „ P Heating Capacity (M8H)� Flet AHRI Rating, ;Nater (I�BN�' AF13E Maximum Minimum 050 50 10 46 40 95.0 075 75 15 69 60 95.0 100 140 20 91 79 95.0 150 150 30 139 121 95.0 200 204 40 185 161 94.0 M' 1000 Btujhr (British Thermal Units Per Hour) P Heating Capacity and AFUE (Annual Fuel Utilization Efficiency) are based on DOE (Department of Energy) test procedures. P) Net AHRI Ratings based on piping and pickup allowance of 1.15. Contact Technical Support before selecting boiler for installations having unusual piping and pickup requirements, such as intermittent system operation, extensive piping systems, etc. 4?'ol go 2's -:;04 - Breen HVAC Design -891 Spruce Rd -Larkspur Co 80118-P 970-596-4479 breenhvacdesign@gmail.com F C ity a{ \Ny"eat Rid13 Equipment: System 2(Multi zone Ductless mini split heat pump) -Main Floor Outdoor: Mitsubishi Model # MXZ-3C30NAHZ2 Indoor: Mitsubishi Model # MSZFH06NA Indoor: Mitsubishi Model # MSZFH09NA (Indoor units too small with 24000 BTU. Went to next nominal size.) Breen HVAC Design -891 Spruce Rd -Larkspur Co 80118-P 970-596-4479 breenhvacdesign@gmail.com Fi rf out r a- is= I 20AM t 2ZOW/20M 28.41io123 +tali _ SI D ; tYR_" B4ufi COW_20AW 6,XW231600 6,000-28.400 8,000-36,wo Fwed'rtutg# ut 13 Si 8t9 i l ii 2 T212, 2GM/3,180 Ming fit 47P (Non-Ductedl Ducted* Rated Capac" BAuh V -000122.0D0 21i. 000 / 24,600 28;6W f 27,600 46,000I 46.000 SNA 7.400-M,6010 1,21 -WAX 7.100-41M 7200.4009 Pated Total k4xK W 1.512/1.748 1,726/IA71 2,096!2.287 3;340/4,M Rei' 840& 184/01//18700 14,001/114,009 A0001 1600 3000#86tIA0 "Ralfiv at 17P 0knoxfto Me— Capacity att^ 22.00012.2.400 26.000 f 24,600 28.1 127,600 46,000 f 46;000 RoWdIbIO mut YY 1460 t 16 tim F-1.545 U01 f tw Uwf 4; Heating at 5F' cm! Stw1; 22,0DD 25,000 28,600 46,000 170lt 0 16ti P"i5b t8 #1 Ei 141tt" EERY Ducuid) M& 10.0 12.6110.3 14,0111 .3 all" 1 11A 13.@19.13 11.3110:1 Eumtricai i PIY V, Ph. Hz 2U 1230V,1 f4maw 6t) Hz E q 40 40 48 Ef! NCA A 29 30 30 d2 Irtd4gr - mar 81- Y zC 2C if= Indoor - Outdoor 82-M V VC r 24 flC 8'I�R- Fwitt: gt�rr _ FLA 1.9 1.9 1:9 0.4+0.4 Sound Level 64 64 1634 4,0 68 Fib Fib 53 ` xiirx�. iClltc�i @'t-W2tV-:1$x1 11� Not weight Lbe f €g 107/96 180/86 2761126 Breen HVAC Design -891 Spruce Rd -Larkspur Co 80118-P 970-596-4479 breenhvacdesign@gmail.com Indoor Units X2 MSZ-FH09NA WALL -MOUNTED 9,000 COOL (BTU/H) 10,900 ' HEAT (BTU/H) 30.5 SEER 13.5 HSPF YES ENERGY STAR' 10 SOUND LEVEL AS LOW AS DB(A) YES I -SEE SENSOR" OPTION ALL CONTROL OPTIONS AVAILABLE D, E, N FILTER TYPE 5 Speed FAN SPEEDS WK, 24H TIMER Breen HVAC Design -891 Spruce Rd -Larkspur Co 80118-P 970-596-4479 breenhvacdesign@gmail.com Indoor Units X1 MSZ-FH06NA WALL -MOUNTED 6.000 COOL (BTU/H) 8,700 HEAT (BTU/H) 33.1 " SEER 13.5 HSPF YES ENERGY STAR• 20 " SOUND LEVEL AS LOW AS DB(A) YES I -SEE SENSOR'" OPTION! ALL CONTROL OPTIONS AVAILABLE D, E, N ,'; FILTER TYPE 5 Speed FAN SPEEDS WK, 24H TIMER Breen HVAC Design -891 Spruce Rd -Larkspur Co 80118-P 970-596-4479 breenhvacdesign@gmail.com Equipment: System 3- Heating Boiler: Lennox Model # GWM-1501E (80000 BTU) A"10,11 CERTIFIM" TABLE 12-1c SEA LEVEL RATINGS NATURAL AND PROPANE GASES Size Boiler Input Rate MBFf �'s P I ) Heating Ca achy Hot AHR1'Ratin , Water (MBH)tt AFUE (MBH Maximum Minimum 050 50 10 46 40 95.0 075 75 15 69 60 95.0 100 100 20 91 79 95.0 150 150 30 139 121 95.0 200 200 40 185 161 94.0 M' 1000 Btujhr (British Thermal Units Per Hour) 0 Heating Capacity and AFUE (Annual Fuel Utilization Efficiency) are based on DOE (Department of Energy) test procedures. O Net AHRI Ratings based on piping and pickup allowance of 1.15. Contact Technical Support before selecting boiler for installations having unusual piping and pickup requirements, such as intermittent system operation, extensive piping systems, etc. Breen HVAC Design -891 Spruce Rd -Larkspur Co 80118-P 970-596-4479 breenhvacdesign@gmail.com Equipment: System 3(Multi zone Ductless mini split heat pump) -Second Floor Outdoor: Mitsubishi Model # MXZ-4C36NAHZ Indoor: Mitsubishi Model # MSZFH06NA (Indoor units too small with 20000 BTU. Went to next nominal size.) Breen HVAC Design -891 Spruce Rd -Larkspur Co 80118-P 970-596-4479 breenhvacdesign@gmail.com 18AWM000 2ZOW2000 2UWf27AQG SUWtStOW atm 6,0DD-20;000 6.000-23,600 COW- 28.AOD G.00D-39,WO Food Total kw W 1,3011 '141 1,MM "72/2.01 ZSM/31180 . Nesting at 47F' " -Ducts& Ductedy Rated Capacity Btu ^a, 1i V,ODD 26.000124,GD t 27.600 45,00n r ASADD . SUA L4W-M 7�2WPOAN 7=4kwo 7 a= Rated Tom; input W 1,612/1,748 1.72511,8T1 2,096 / 2.187 9 34014,2SO Ram CapSO4 SUA 13,70011Ek 00 1,M1 W 1"1" ft= i3.004 Heating as 13F" t t� _ Ma—%- C43P=tY SUN 22,000122,0D0 26-M 124.6M 28.600127,6€%1 46.000145000 Ffs"low W t AW I1.6ft 1. f 14686 LOW ftm 1=140D Hemming at 6P maz tm Capacity Btu>h 22.000 28.600 ASAM X SECA' IM 1&0 10:((1 is$ 1"t16.0 'lallif4 EER 13.5311.0 13.6!10.(( 1166103 1467111.3 Y- 081 1f 10ATgfl ?10/$$ 11.31101 Electrical PAWN -non Ptne+er SuPplg V, Ph, Kz n2m i 23Dv.1-Phwes 60 Hz A 40 40 MCA A 0-0 20 30 42 Ind= - Outd wr W -W v Dia s 24 t3O�fltiFf - t4rl+�en Tsx&1 #testy fit r" Pi.A t.g 1,9 1_g 0A 0A Sound Preeaurs 1_avet C 64 64 64 49 Nea*.�rtg 58 68 68 S►3 tX wot { to l n t 4t�x 37-13.x 33 62 t x 41�a1 law) 14et we gm I Lbe f kg I 137 r 36 189/86 189185 275! 126 Breen HVAC Design -891 Spruce Rd -Larkspur Co 80118-P 970-596-4479 breenhvacdesign@gmail.com Indoor Units X6 MSZ-FH06NA WALL -MOUNTED 6,000 ` COOL (BTU/H) 8,700 HEAT (BTU/H) 33.1 SEER 13.5 HSPF YES ENERGY STAR - 20 SOUND LEVEL AS LOW AS DB(A) YES I -SEE SENSOR" OPTION ALL " CONTROL OPTIONS AVAILABLE D, E. N FILTER TYPE S Speed FAN SPEEDS WK, 24H ; TIMER Breen HVAC Design -891 Spruce Rd -Larkspur Co 80118-P 970-596-4479 breenhvacdesign@gmail.com Fury -6995 W 33rd Ave HVAC Load Calculations for Fury RHX/A RICSIDI MAL HVAC LoADs Prepared By: Carl Breen Breen Design 891 Spruce Rd Larkspur, Co 80118 970-596-4479 Tuesday, September 4, 2 - CAI of 2�0 8'b 2-7 4 \"\]Y" eat R4d�7e Rhvac is an ACCA approved Manual J and Manual D computer program. iidin9 0""50" I Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. gv { Rhvac -Residential &Light Commercial HVACLoads Elite Software Breen Design LEver reen, CO 80439 Outdoor Outdoor Dry Bulb Wet Bulb Winter: -7 -7.56 Summer: 95 59 Outdoor -- �#�r �k?oJt ttfof�t►on �_ Project Title: Fury -6995 W 33rd Ave Designed By: Carl Breen Project Date: 7/27/18 Project Comment: Basement is not included on res check as it is not being remodeled. Client Name: Fury Company Name: Breen Design Company Representative: Carl Breen Company Address: 891 Spruce Rd Company City: Larkspur, Co 80118 Company Phone: 970-596-4479 Company E -Mail Address: breenhvacdesign@gmail.com Company Website: breenhvacdesign.com Outdoor Outdoor Dry Bulb Wet Bulb Winter: -7 -7.56 Summer: 95 59 Outdoor Indoor Rel.Hum Reference City: 80% Wheat Ridge, Colorado Building Orientation: 50% Front door faces South Daily Temperature Range: High Latitude: 39 Degrees Elevation: 5448 ft. Altitude Factor: 0.818 Btuh Elevation Sensible Adj. Factor: 0.860 Total Sensible Gain: Elevation Total Adj. Factor: 0.973 100 Elevation Heating Adj. Factor: 0.880 -1,005 Outdoor Outdoor Dry Bulb Wet Bulb Winter: -7 -7.56 Summer: 95 59 Outdoor Indoor Rel.Hum Rel.Hum 80% 50% 11% 50% Indoor Grains Dry Bulb Difference 72 67.83 75 -45 Total Building Supply CFM: 2,361 CFM Per Square ft.: 0.572 Square ft. of Room Area: 4,129 Square ft. Per Ton: 918 Volume (ft3) of Cond. Space: 47,495 Total Heating Required Including Ventilation Air: 102,038 Btuh 102.038 MBH (Based On 0.880 Derating) Total Sensible Gain: 41,777 Btuh 100 % Total Latent Gain: -1,005 Btuh 0 % Total Cooling Required Including Ventilation Air: 41,777 Btuh 4.50 Tons (Based On 90% Sensible Capacity) (and 0.860 Sensible Derating) E,N Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM Rhvac - Residential & Light Commercial HVAC Loads Elie Software Development, Inc. Breen Design Fury -6995 W 33rd Ave I Evergreen, CO 8©49 ® Page 3 Miscellaneous Report - --- -- - -- -- - AC/hr - - ---- System #Heating-whcite House _ __,-., ©utdb& ()utd6bi outdoor tndoorm Indoor Grains', Cu.ft./hr Bol _Wet Bulb -Rel Htjrn Re H m Pry Bulb ,Dfffer nce Winter: 7 7.56 80% 50% 72 67.83 Summer: 95 59 11% 50% 75 -45.37 System 1tin Floor cootFlg �- - -- putcicror Qutdoor Qifcicsor --16d-_-6&'­­__---h-door" Guns ri _,ut Bata, -� -� Dry Bulb, Wet Bulb. Reck hum ., Re(,Htfrt _D testy Bu{bJ L?i#frECe Winter: 7 7.56 80% 50% 72 67.83 Summer: 95 59 11% 50% 75 -45.37 System 3 SecotidFtaor-cooling_,..__...: _ -_-- C?tildoar-W Chu#dos Gr­ ,tat Data-: Dry'Olulbr, Wet Bulb Rel Hum=. Rel Humr_, cry Bulb Luft Winter: -7 -7.56 80% 50% 72 67.83 Summer: 95 59 11% 50% 75 -45.37 Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 600 ft./min 250 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. t3iatside Air 70ata Winter Summer Infiltration Specified: 0.250 AC/hr 0.130 AC/hr 183 CFM 95 CFM Infiltration Actual: 0.250 AC/hr 0.130 AC/hr Above Grade Volume: X 43,972 Cu.ft. X 43,972 Cu_ft. 10,993 Cu.ft./hr 5,716 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 183 CFM 95 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1 --- Infiltration & Ventilation Sensible Gain Multiplier: 18.00 = (1.10 X 0.818 X 20.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: -25.25 = (0.68 X 0.818 X -45.37 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 7 1. 10 = (1.10 X 0.818 X 79.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr (15 CFM), Construction: Semi -Tight Summer Infiltration Specified: 0.130 AC/hr (8 CFM), Construction: Semi -Tight ---System 2 --- Infiltration & Ventilation Sensible Gain Multiplier: 18.00 = (1.10 X 0.818 X 20.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: -25.25 = (0.68 X 0.818 X -45.37 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 71.10 = (1.10 X 0.818 X 79.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr (91 CFM), Construction: Semi -Tight Summer Infiltration Specified: 0.130 AC/hr (48 CFM), Construction: Semi -Tight ---System 3 --- Infiltration & Ventilation Sensible Gain Multiplier: 18.00 = (1.10 X 0.818 X 20.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: -25.25 = (0.68 X 0.818 X -45.37 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 71.10 = (1.10 X 0.818 X 79.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr (77 CFM), Construction: Semi -Tight Summer Infiltration Specified: 0.130 AC/hr (40 CFM), Construction: Semi -Tight C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM Ah-va-c _- Residential _t Lightfp BreenDesignFjf Evergreen, CO 80439 Load Preview Report_ Wl,,AN Pwa, Recl ft.; Sen! La� Ne e I S Sy Sy H Ytt CI 'A �j Duc Scope TO /To r Are� Gairl' GEU* G 0 CFMM CFMI CF : 'M S'z Building 4.50 918 4,129 41,777 -1,005 41,777 89,793 1,425 2,321 2,361 System 1 0.25 3,564 881 2,295 8 2,303 10,567 168 127 168 5x Humidification 554 Zone 1 881 2,295 8 2,303 10.013 168 127 168 5x 1 -Bed 4 179 786 157 943 2,211 37 44 44 1 2-Rec Room 276 929 -56 929 3,158 53 52 53 1 3 -Closet 102 109 -30 109 1,304 22 6 22 1 - 4-Mech 31 27 -7 27 334 6 2 6 1 - 5-B Bath 53 139 -14 139 760 13 8 13 1 - 6 -Laundry 240 305 -42 305 2,246 38 17 38 1-- System 2 2.33 638 1,484 21,607 -800 21,607 45,652 725 1;200 1,200 14x1 Humidification 3,451 Zone 1 - Clg.: 35%, Htg.: 450/6 603 7,514 -333 7,514 19,160 329 417 417 8X1 10 -Living Room 530 6,654 -217 6,654 15,665 269 370 370 4 -- 11 -Mud Room 73 859 -116 859 3,495 60 48 60 1 -- Zone 2 - Clg.: 651/61 Htg.: 551/. 880 14,093 -467 14,093 23,041 396 783 783 10x1 7-Office/Bed 133 1,711 96 1,807 2,686 46 95 95 1--1 8-Pwdr 39 80 -21 80 379 7 4 7 1 - 9 -Kitchen 411 2,337 -103 2,337 2,853 49 130 130 2--! 24 -Dining 298 9,965 -439 9,965 17,123 294 554 554 6-1 System 3 1.92 917 1,765 17,875 -213 17,875 33,574 533 993 993 10x1 Humidification 2,908 Zone 1 - Clg.: 55%, Htg.: 491/6 865 9,868 -201 9,868 14,926 259 548 548 9x1 20 -Master W ic 112 147 -29 147 738 13 8 13 1 21 -Master Bedroom 227 1,044 123 1,167 2,500 43 58 58 1 22 -Master Bath 176 814 -67 814 2,468 43 45 45 1 23 -Loft 351 7,863 -228 7,863 9220 160 437 437 4 -- Zone 2 - Cl g.: 45%, Htg.: 51% 900 8,007 -12 8,007 15,740 274 445 445 8x1 12 -Bed 1 198 1,341 34 1,375 4,407 77 74 77 1--1 13 -Bath 1 55 344 -29 344 955 17 19 19 1 14 -Bath 2 54 26 0 26 94 2 1 2 1 -- 15 -Laundry 15 -Laundry 168 862 -73 862 2,11E 37 48 48 1 16 -Bed 2 143 1216 135 1,351 1,634 28 68 68 1--1 17-B2 Wic 41 1,082 -40 1,082 1,015 18 60 60 1--! 18 -Bed 3 208 2,174 -39 2,174 5,146 89 121 121 2--! 19-B3 Wic 33 962 0 962 371 6 53 53 1-'. Sum of room airflows may be greater than system airflow because system room airflow option uses the areater of heating or cooling. C:\ ... \Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM Rhevac - Light- Commercial HVAC Loads -^ Elite Software Devet mens lec. Breen Desi n Fu 6995`W 33rd -Ave COn©439 _ ---�- ,=- - _-- ------=--- -- - - � 5 Total Bufldin Summar Loads - y_ --- ��_ � - � _ - - _ -- ---_ - -� T -. -�- --_� Gbm onertl ��_ _��_ _._ Area - ,_.�� Seri _ _r � - at _. __ Seri Tota# i E escrl .l#c rtu _______-GC Ga#ra�_ Standard 12 IRC: Glazing -Standard 2012 IRC, u value 1093.2 27,631 - 0 -= 22,024 �Gai 22,024 0.32, SHGC 0.32 7A-1: Glazing -Glass or plastic block, smooth or wide ribs 32 1,517 0 790 790 or flutes, no screen, no coating, u -value 0.6, SHGC 0.65 Skylight 2012: Glazing -Skylight, 2012 Skylight .55 .55, 43 1,868 0 5,430 5,430 horizontal, u -value 0.55, SHGC 0.55 11 D: Door -Wood - Solid Core 91 2,805 0 924 924 Basement framed -4: Wall -Basement, Custom, Existing 893.6 5,589 0 466 466 basement wall -no insulation R20: Wall -Frame, Custom, R20 2x6 Framed no board 3587.6 18,707 0 4,119 4,119 insulation, siding finish, wood studs R49 Roof: Roof/Ceiling-Roof Joists Between Roof Deck 2623.4 4,558 0 1,270 1,270 and Ceiling or Foam Encapsulated Roof Joists, Custom, Roof R49 insulation 21 A-24: Floor -Basement, Concrete slab, any thickness, 2 880.5 1,739 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 24' wide Slab R10 -Radiant: Floor -Slab on grade, Custom, Slab on 83 3,154 0 0 0 grade R10/2ft-Radiant 20R-30: Floor -Over open crawl space or garage, Radiant, 578.2 2,284 0 220 220 R-30 blanket insulation, any cover Subtotals for structure: 69,852 0 35,243 35,243 People: 7 1,400 1,610 3,010 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 183, Summer CFM: 95 13,028 -2,405 1,716 -689 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Humidification (Winter) 18.85 gal/day : 6,913 0 0 0 AED Excursion: 0 0 2,008 2,008 Total Building Load Totals: 89,793 -1,005 41,777 40,772 Total Building Supply CFM: 2,361 CFM Per Square ft.. 0.572 Square ft. of Room Area: 4,129 Square ft. Per Ton: 918 Volume (ft3) of Cond. Space: 47,495 Total Heating Required Including Ventilation Air: - 102,038 Btuh 102.038 MBH (Based On 0.880 Derating) Total Sensible Gain: 41,777 Btuh 100 % Total Latent Gain: -1,005 Btuh 0 % Total Cooling Required Including Ventilation Air: 41,777 Btuh 4.50 Tons (Based On 90% Sensible Capacity) (and 0.860 Sensible Derating) Rhvac is an ACCA approved Manual J and Manual D computer program. _. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM Rh ac �e i�srn 0" a & Light Commercial HVAC Loads Fuer reen GO 80439 -- - – -- 1,817 _T _.-Dew# riii — Mite Sofiw Fury -6995 W 33rd g e Pa e & System 1 Heating ole House Summate Loads 200 230 430 orien Arai 0 l at " Sri Toiai 0 0 Lass . Gain. _Garn� 0 .� dam Standard 12 IRC: Glazing -Standard 2012 IRC, u -value 65 1,641 0 1,351 1,351 0.32, SHGC 0.32 554 0 0 0 0 Basement framed -4: Wall -Basement, Custom, Existing 893.6 5,589 0 466 466 basement wall -no insulation 21 A-24: Floor -Basement, Concrete slab, any thickness, 2 880.5 1,739 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 24' wide Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 15, Summer CFM: 8 Ventilation: Winter CFM: 0, Summer CFM: 0 Humidification (Winter) 1.51 gal/day AED Excursion: System 1 Heating -whole House Load Totals: 8,969 0 1,817 1,817 1 200 230 430 0 0 0 0 0 0 0 0 0 0 1,044 -192 137 -55 0 0 0 0 554 0 0 0 0 0 111 111 10,567 8 2,295 2,303 Supply CFM: 168 CFM Per Square ft.: 0.190 Square ft. of Room Area: 881 Square ft. Per Ton: 3,564 Volume (ft3) of Cond. Space: 7,044 Total Heating Required Including Ventilation Air: 12,007 Btuh 12.007 MBH (Based On 0.880 Derating) Total Sensible Gain: 2,295 Btuh 100 % Total Latent Gain: 8 Btuh 0 % Total Cooling Required Including Ventilation Air: 2,303 Btuh 0.25 Tons (Based On 900lo Sensible Capacity) (and Sensible Derating) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM 11 D: Door -Wood - Solid Core 60.7 R20: Wall -Frame, Custom, R20 2x6 Framed no board 2091.3 insulation, siding finish, wood studs R49 Roof: Roof/Ceiling-Roof Joists Between Roof Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, Roof R49 insulation Slab R10 -Radiant: Floor -Slab on grade, Custom, Slab on grade R10/2ft-Radiant Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 91, Summer CFM: 48 Ventilation: Winter CFM: 0, Summer CFM: 0 Humidification (Winter) 9.41 gal/day AED Excursion: System 2 Main Floor -cooling Load Totals: 1,870 0 616 616 10,904 0 2,401 2,401 901.7 f Rhvac - Resldentiai & Li htCommercialHVAC Loads 437 Elite Software Develo menu lnc Breen Design 3,154 Fury -6995 W 33rd Ave Evewreen, 00 80439 — - --- --- --- ----- ------ ---- -- _ — -- --- - Page.7 System 2 Main Floor cooling Summary Loads 0 f ^ hen en T T De po Qua L s Ga�nl_A_r Gant Gain ! Standard 12 IRC: Glazing -Standard 2012 IRC, u -value 720.1 18,203 0 13,740 13,740 0.32, SHGC 0.32 6,503 11 D: Door -Wood - Solid Core 60.7 R20: Wall -Frame, Custom, R20 2x6 Framed no board 2091.3 insulation, siding finish, wood studs R49 Roof: Roof/Ceiling-Roof Joists Between Roof Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, Roof R49 insulation Slab R10 -Radiant: Floor -Slab on grade, Custom, Slab on grade R10/2ft-Radiant Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 91, Summer CFM: 48 Ventilation: Winter CFM: 0, Summer CFM: 0 Humidification (Winter) 9.41 gal/day AED Excursion: System 2 Main Floor -cooling Load Totals: 1,870 0 616 616 10,904 0 2,401 2,401 901.7 1,567 0 437 437 83 3,154 0 0 0 35,698 0 17,194 17,194 2 400 460 860 0 1,200 1,200 0 0 0 0 0 0 0 6,503 -1,200 856 -344 0 0 0 0 3,451 0 0 0 0 0 1,897 1,897 45,652 -800 21,607 20,807 Supply CFM: 41,200_ CFM Per Square ft.. v 0.809 Square ft. of Room Area: 1,484 Square ft. Per Ton: 638 Volume (ft3) of Cond. Space: 21,950 TotaeHeaQ ng Required Including Ventilation Air: _ 51,877 Btuh 51.877 MBH (Based On 0.880 Derating) Total Sensible Gain. 21,607 Btuh 100 /o Total Latent Gain: -800 Btuh 0 % Total Cooling Required Including Ventilation Air: 21,607 Btuh 2.33 Tons (Based On 90% Sensible Capacity) (and Sensible Derating) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM Breen - � dentias & Ligh! Commercial HVAC Loads - --- — - -- - - -T— Elite Softw Fre uDevelop 95 ment Inc—] 33rd Ave I Lver�reen> Cq_ 80439 _.- —� — _ ------ -- -- _-_— __ _ Pte? 8. System 3 Second Floor -cooling_ Summary_Loads -; - - Area�T Sert- Lat ,< . ---�en � Total, k DeSctiptfor . _ _ _ Qu z _L s 4� fa in Gain _ G: _f , Standard 12 IRC: Glazing -Standard 2012 IRC, u -value 308.11 7,787 0 6,933 6,933 0.32, SHGC 0.32 7A-1: Glazing -Glass or plastic block, smooth or wide ribs 32 1,517 0 790 790 or flutes, no screen, no coating, u -value 0.6, SHGC 0.65 Skylight 2012: Glazing -Skylight, 2012 Skylight .55 .55, 43 1,868 0 5,430 5,430 horizontal, u -value 0.55, SHGC 0.55 11 D: Door -Wood - Solid Core 30.3 935 0 308 308 R20: Wall -Frame, Custom, R20 2x6 Framed no board 1496.2 7,803 0 1,718 1,718 insulation, siding finish, wood studs R49 Roof: Roof/Ceiling-Roof Joists Between Roof Deck 1721.6 2,991 0 833 833 and Ceiling or Foam Encapsulated Roof Joists, Custom, Roof R49 insulation 20R-30: Floor -Over open crawl space or garage, Radiant, 578.2 2,284 0 220 220 R-30 blanket insulation, any cover Subtotals for structure: 25,185 0 16,232 16,232 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 77, Summer CFM: 40 5,481 -1,013 723 -290 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Humidification (Winter) 7.93 gal/day : 2,908 0 0 0 System 3 Second Floor -cooling Load Totals: 33,574 -213 17,875 17,662 _ Supply CFM: 993 CFM Per Square ft.: 0.563 Square ft. of Room Area: 1,765 Square ft. Per Ton: 917 Volume (ft3) of Cond. Space: 18,500 _ Total Heating Required Including Ventilation Air: 38,153—Btu h 38.153 MBH (Based On 0.880 Derating) Total Sensible Gain: 17,875 Btuh 100 % Total Latent Gain: -213 Btuh 0 % Total Cooling Required Including Ventilation Air: 17,875 Btuh 1.92 Tons (Based On 90% Sensible Capacity) (and Sensible Derating) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development,, Inc. Breen Design Fury -6995 W 33rd Ave Evergreen, CO 80439 — ---- — - --— -- Page 9 Equipment Data System 1 - Heating -whole House Heating System Type: Model: Tradename: Manufacturer: Description: Comment: Capacity: Efficiency: Cooling Equipment Picture Natural Gas Boiler GWM-1501E LENNOX LENNOX INDUSTRIES, INC. Natural Gas or Propane Boiler radiant baseboards for basement only 139000 95 AFUE C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM Rhvac -A esident I a I &Light-Commercial HVAC Loads Breen Design Ever ree9, CO 80439 Equipment Data System 2 - Main Floor-cooling __ Cooling System Type: Outdoor Mode): Indoor Model: Tradename: Outdoor Manufacturer: Description: AHRI Reference No.: Capacity: Efficiency: Air Source Heat Pump MXZ-3C30NAHZ2 MSZFH06NA(x1)-MSZFH09NA(x2) M -Series Mitsubishi Electric Air Source Heat Pump 201754908 28400 18 SEER Elite Software Development, Inc. Fury -6995 W 33rd Ave Page 10 C:\...\Fury-6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM Rhvac - Residential & Light Commercial HVAC Loads - _ Elite Software Development, Inc. Breen Design Fury -6995 W 33rd Ave ; Evergreen, GO 80439_—___-- _---------- _ Pie 11_. Eq fl ment Data System 3 - Second Floor -cooling Cooling System Type: Air Source Heat Pump Outdoor Model: MXZ-4C36NAHZ Indoor Model: MSZFH06NA (x6) Tradename: M -Series Outdoor Manufacturer: Mitsubishi Electric Description: Air Source Heat Pump AHRI Reference No.: 201754911 Capacity: 36000 Efficiency: 19.1 SEER C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM Rhvac - Residential &Light Cammerc}a} HVAC Loads Breen Design ,� —_ _ -- ---. 9 Evergreen, CO 80439 � _ —_ Elite Software Development Ind. Fu Develop rY W nt,3rd In . Pam 12_i Detailed Room Loads Room 1 - Bed 4 (Average Load Procedure) _ N -GIs-Standard 12 IRC shgc-0.32 7.1 100%S W -GIs-Standard 12 IRC shgc-0.32 8 Calculation Mode: Htg. & clg. Occurrences: Room Length: 12.9 ft. System Number: 1 Room Width: 13.8 ft. Zone Number: 1 Area: 178.7 sq. ft. Supply Air: 44 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.8 AC/hr Volume: 1,429.5 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 44 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 320 ft./min. Percent of Supply: 0 % Runout Air Velocity: 320 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.071 in.wg./100 ft. Actual Summer Infil.: 2 CFM N -Wall-Basement framed -4 12.9 X 96.2 8 25.3 W -Wall-Basement framed -4 13.8 X 102.E 8 N -GIs-Standard 12 IRC shgc-0.32 7.1 100%S W -GIs-Standard 12 IRC shgc-0.32 8 0%S 0.062 6.2 0.320 25.3 0.320 25.3 641 0.5 180 12.6 202 36.7 Floor -21A-24 1 X 178.7 178.7 0.025 2.0 353 0.0 Subtotals for Structure: 1,978 Infil.: Win.: 3.3, Sum.: 1.7 107 2.178 233 0.290 Ductwork: 0 AED Excursion: People: 200 lat/per, 230 sen/per: 1 Room Totals: 2,211 0 0 0 0 0 0 -43 200 157 50 53 90 294 –0 487 31 0 38 230 786 I C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM g - 9 _ — ---- 51--- ——� -- y --p —9- � eE acDesign R Residential 80439 Light Commercial HVAC Loads Elite Software urD6995 W 3Pa6Ave e 13 ;, Detailed Room Loads - Room 2 - Rec Room (Average Load Procedure General -- - _ Calculation Mode: _ Htg. & clg. Occurrences: 1 Room Length: 23.0 ft. System Number: 1 Room Width: 12.0 ft. Zone Number: 1 Area: 276.0 sq.ft. Supply Air: 53 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.4 AC/hr Volume: 2,208.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 53 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 388 ft./min. Percent of Supply: 0 % Runout Air Velocity: 388 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.089 in.wg./100 ft. Actual Summer Infil.: 2 CFM ,Item Area U- Htg — Sen CIg Lat Sen . -IVOtt Quantity_ Value- HTM Loss HTM_ Gain. Gain ; S -Wall-Basement framed -4 23 X 8 161.7 0.062 -- 6.2 996 0.5 0 79 W -Wall-Basement framed -4 12 X 8 88 0.062 6.2 548 0.5 0 45 S -GIs-Standard 12 IRC shgc-0.32 11.1 0.320 25.3 281 19.1 0 213 0%S S -GIs-Standard 12 IRC shgc-0.32 11.1 0.320 25.3 281 19.1 0 213 0%S W -GIs-Standard 12 IRC shgc-0.32 8 0.320 25.3 202 36.7 0 294 0%S Floor -21 A-24 1 X 276 276 0.025 2.0 545 0.0 0 0 Subtotals for Structure: 2,853 0 844 Infil.: Win.: 4.3, Sum.: 2.2 140 2.179 305 0.286 -56 40 Ductwork: 0 0 AED Excursion: 45 Room Totals: 3,158 -56 929 C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM RNvac - Residential & Light Comme6cial HVAC Loads BreenDesignFury,6995 . -1 Elite Software beielofiirt, lnc. W 33rd Ave [ Evergreen, 80439_ I an in �,, 4�A Pas 15 Lpetailed Room Loads - Room 4 - Mech (Average Load Procedure) 0.6 0 21' Floor -21 A-24 1 X 30.9 30.9 0.025 2.0 61 -0.0 Calculation Mode: Htg. & c1g. Subtotals for Structure: Occurrences: 1 294 Room Length: 6.8 ft. System Number: 1 2,183 Room Width: 4.6 ft. Zone Number: I Area: 30.9 sq.ft. Supply Air: 6 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.4 AC/hr Volume: 247.3 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 6 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 64 ft./min. Percent of Supply: 0 % Runout Air Velocity: 64 ft./min. Actual Winter Infil.: 1 CFM Actual Loss: 0.004 in.wg./l 00 ft. Actual Summer Infil.: 0 CFM .Sort #t' , _y I an in �,, 4�A E -Wall-Basement framed -4 4.6 X 8 36.6 0.062 6.4 233 0.6 0 21' Floor -21 A-24 1 X 30.9 30.9 0.025 2.0 61 -0.0 -0 0 Subtotals for Structure: 294 0 21 Infil.: Win.: 0.6, Sum.: 0.3 18 2,183 40 0.273 -7 5 Ductwork: 0 0 AED Excursion: 1 Room Totals: 334 -7 27 C:\ ... \Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM I Rhvac - Residential & Light Commercial -HVAC Loads Breen Design 1Elite _S6fh4areD6i topment, Inc. Fury -6995 W 33rd Ave 1 i Evergreen, 00 80439 Page 6_' Detailed Room Loads - Room 5 - B Bath _(Avera ge LoadProcedure) LG7 Calculation Mode: Htg. & c1g. Occurrences: Room Length: 8.9 ft. System Number: I Room Width: 5.9 ft. Zone Number: I Area: 52.8 sq.ft. Supply Air: 13 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.8 AC/hr Volume: 422.5 cu.ft. Req. Vent. CIg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 13 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 146 ft./min. Percent of Supply: 0 % Runout Air Velocity: 146 ft./min. Actual Winter Infil.: 1 CFM Actual Loss: 0.019 in.wg./l 00 ft. Actual Summer Infil.: 1 CFM 4qrip nfain,---yi QW114Y MOW- N -Wall-Basement framed -4 8.9 X 8 64.2 0.062 6.2 398 0.5 0 32 N -GIs-Standard 12 IRC shgc-0.32 7.1 0.320 25.3 180 12.6 0 90 100%S Floor -21 A-24 1 X 52.8 52.8 0.025 2.0 104 0.0 0 0 Subtotals for Structure: 682 0 122 Infil.: Win.: 1.1, Sum.: 0.6 36 2.186 78 0.280 -14 10 Ductwork: 0 0 AED Excursion: 7 Room Totals: 760 -14 139 C:\ ... \Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM hvac -- R ildet�ial & Light Commercial HVAC Loatfs-- ` __—_ -----------,--- Development, Inc. Elite Softreen Breen-Design B Desi n �__-- Fury -6995 6995 W 33rd Ave , ve_g ee , CO 439 ........._- - ----- —- -- — ----- — - - — --- — Room Loads-- Room - Launder (Average Load Procedure _ _'age _Detailed - �LL _ Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 240.1 sq.ft. Supply Air: 38 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.2 AC/hr Volume: 1,920.4 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 38 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 431 ft./min. Percent of Supply: 0 % Runout Air Velocity: 431 ft./min. Actual Winter Infil.: 3 CFM Actual Loss:T_T 0.150 wg./1.00 ft�'T Actual Summer Infil.: 2L CFM � � ,T _ �r�a � fig __._.. sCriptift.fl, E�u n1 t Value.._ I TM Loss H fill. Gaiif Geirt -- N -Wall-Basement framed -4 12.2 X 85.5 0.062 6.1 526 0.5 _ .w_ 0 41 8 E -Wall-Basement framed -4 13.8 X 110.6 0.062 6.4 704 0.6 0 62 8 N -GIs-Standard 12 IRC shgc-0.32 7.1 0.320 25.3 180 12.6 0 90 100%S N -GIs-Standard 12 IRC shgc-0.32 5.3 0.320 25.3 135 12.5 0 67 100%S Floor -21 A-24 1 X 240.1 - 240.1 0.025 2.0 _ 474 0.0 0 _ 0 Subtotals for Structure: 2,019 0 260 Infil.: Win.: 3.2, Sum.: 1.7 104 2.176 227 0.288 -42 30 Ductwork: 0 0 AED Excursion: 15 Room Totals: 2,246 -42 305 C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM Light Commercial HVAC Loads r ----- ----- -T -- - - - -- Elite Software DevelcpmP Breen Design t, Fu 6995 W 33rd Ave Evergreen,aCO 8(7439 80 _ ._�� -- - -- --- - --_ __ - -- ---- 18 --- Detailed Room Loads -Room 10 - Livin9 Room (Averse Load Procedure) Calculation Mode: Htg. & cig. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: i Area: 530.0 sq.ft. Supply Air: 370 CFM Ceiling Height: 15.3 ft. Supply Air Changes: 2.7 AC/hr Volume: 8,126.7 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 0 CFM Runout Air: 92 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 471 ft./min. Percent of Supply: 0 % Runout Air Velocity: 471 ft./min. Actual Winter Infil.: 32 CFM Actual Loss: 0.117 in.wg./100 ft. Actual Summer Infil.: 17 CFM 1lsria Area -U- Htg Sen Cfg Lat-- peril __rl twet Quantity VaIWe HT4v! o Loss HTM. Caa►,n Giro 3 N -Wall-R20 13.9 X 15.3 135.2 0.066 5.2 705 1.1 0 155 E -Wall-R20 19.8 X 15.3 270.8 0.066 5.2 1,412 1.1 0 311 S -Wali-R20 13.4 X 15.3 133.5 0.066 5.2 696 1.1 0 153 W -Wall-R20 5.4 X 15.3 83.1 0.066 5.2 433 1.1 0 95 S -Wall-R20 12.6 X 15.3 143.8 0.066 5.2 750 1.1 0 165 N -Door-11 D 3.5 X 8.7 30.3 0.390 30.8 935 10.1 0 308 N -GIs-Standard 12 IRC shgc-0.32 30.3 0.320 25.3 767 12.7 0 384 100%S N -GIs-Standard 12 IRC shgc-0.32 17.5 0.320 25.3 442 12.6 0 221 100%S E -GIs-Standard 12 IRC shgc-0.32 32 0.320 25.3 809 36.7 0 1,173 0%S S -GIs-Standard 12 IRC shgc-0.32 72.2 0.320 25.3 1,826 19.1 0 1,382 0%S S -GIs-Standard 12 IRC shgc-0.32 36.1 0.320 25.3 912 19.1 0 690 0%S S -GIs-Standard 12 IRC shgc-0.32 13 0.320 25.3 328 19.2 0 249 0%S UP-Roof-R49 Roof 530 X 1 530 0.022 1.7 921 0.5 0 257 Floor-Slab R10-Radiant 65 ft..Per. 65 0.481 38.0 2,470 0.0 0 0 Subtotals for Structure: 13,406 0 5,543 Infil.: Win.: 31.8, Sum.: 16.5 998 2.264 2,259 0.298 -417 297 Ductwork: 0 0 j AED Excursion: 584 People: 200 Iat/per, 230 sen/per: 1 200 230 Room Totals: 15,665 -217 6,654 C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM r Rhvac -7f esidential & Light Commercial HVAC Loads Breen Design T Elite Software Developmerst Fury -6995 W 33rd Ave F E;vm reen, CO SQ439 Page 19 Detailed Room Loads Room 11 Mud Room (Average Load Procedure) Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 12.1 ft. System Number: 2 Room Width: 6.1 ft. Zone Number: 1 Area: 73.4 sq.ft. Supply Air: 60 CFM Ceiling Height: 15.3 ft. Supply Air Changes: 3.2 AC/hr Volume: 1,126.2 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 60 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 440 ft./min. Percent of Supply: 0 % Runout Air Velocity: 440 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.114 in.wg./100 ft. Actual Summer Infil.: 5 CFM rei3 -U- Hig S;n — Cig LatSerx Descr�ptn __-_ - - Quantity HFiulctss ETM Gain , j Gain N -Wall-R20 12.1 X 15.3 155.2 0.066 5.2 809 1.1 0 178 E -Wall-R20 6.1 X 15.3 93.2 0.066 5.2 486 1.1 0 107 N -GIs-Standard 12 IRC shgc-0.32 30 0.320 25.3 758 12.7 0 380 100%S(2) UP -Roof -R49 Roof 73.5 X 1 73.5 0.022 1.7 128 0.5 0 36 Floor -Slab R10 -Radiant 18 ft..Per. 18 0.481 38.0 684 0.0 0 0 Subtotals for Structure: 2,865 0 701 Infil.: Win.: 8.9, Sum.: 4.6 278 2.263 630 0.298 -116 83 Ductwork: 0 0 AED Excursion: 75 Room Totals: 3,495 -116 859 C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM Rhvac - Residential & Light -Commercial HVAC Loads - - - ^ -- - Elite Software Development;Inc. Breen Design f=ury -6995 W 33rd Ave j t Evergreen, PO 80439--- - — --- P40 ,20 Detailed Room Loads - _�. -- `� . - -- - -- -- -- — - Room 7 - Office/Bed (Average Load Procedure _ Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 10.1 ft. System Number: 2 Room Width: 13.2 tt. Zone Number: 2 Area: 132.8 sq.ft. Supply Air: 95 CFM Ceiling Height: 10.7 ft. Supply Air Changes: 4.0 AC/hr Volume: 1,416.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 95 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 484 ft./min. Percent of Supply: 0 % Runout Air Velocity: 484 ft./min. Actual Winter Infil.: 8 CFM Actual Loss- 0.124 in.wg./100 ft Actual Summer Infil.: 4 CFM -' ^ e^ Axesn g r Zwt_.� - Quan*Y_ _ LL Vatus..,. - _11T M-"I".c ss HTIs11 Gain _ G rr N -Wall-R20 10.1 X 10.7 86.9 0.066 5.2 453 1.1 0 100 W -Wall-R20 13.2 X 10.7 119.8 0.066 5.2 625 1.1 0 138 N -GIs-Standard 12 IRC shgc-0.32 20.7 0.320 25.3 523 12.6 0 261 100%S W -GIs-Standard 12 IRC shgc-0.32 20.7 0.320 25.3 523 36.7 0 758 - 0% S -- - - - - - - - - - - _ Subtotals for Structure: 2,124 0 1,257 Infil.: Win.: 7.9, Sum.: 4.1 248 2.265 562 0.298 -104 74 Ductwork: 0 0 AED Excursion: 150 People: 200 lat/per, 230 sen/per: 1 200 230 1 Room Totals: 2,686 96 1,711 C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM Elite Software Development, Inc. Rhvac - Resldentlat & f_ight Commercial HVAC Loads Breen Design Fury-6995 -W 33rd Ave Detailed Room Loads - Room 8 - Pw_r Avera_e Load Procedure Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 4.8 ft. System Number: 2 Room Width: 8.2 ft. Zone Number: 2 Area: 38.8 sq.ft. Supply Air: 7 CFM Ceiling Height: 10.7 ft. Supply Air Changes: 0.9 AC/hr Volume: 413.9 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 7 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 75 ft./min. Percent of Supply: 0 % Runout Air Velocity: 75 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.005 in.wg./100 ft. Actual Summer Infil.: 1 CFM i iferri Area tJ- _ Foga sign Cig' Lat _ . Sen t t esCre-..__.,.'I t!p_n--- _ Quantity----Uatt e _ _ HT 1 _ l qg HffM Gain Gain — N -Wall-R20 4.8 X10.7 50.7 0.066 5.2 264 1.1 0 58 Subtotals for Structure: 264 0 58 Infil.: Win.: 1.6, Sum.: 0.8 51 2.269 115 0.296 -21 15 Ductwork: 0 0 AED Excursion: 7 Room Totals: 379 -21 80 C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM Rfiini ce_af.L.f9--ht-`C-o-m—me-r-c-ia-l- Elite So—fw_r_eD_ Breen-Design e9W t, A_ O8i —HVAC— —Loads _le —�Evergreen, J g Detailed Room Loads - Room 9 - Kitchen (Average Load Procedure) - - 1 - -- Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 2 Area: 410.7 sq. ft. Supply Air: 130 CFM Ceiling Height: 10.7 ft. Supply Air Changes: 1.8 AC/hr Volume: 4,380.8 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 65 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 476 ft./min. Percent of Supply: 0 % Runout Air Velocity: 476 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.155 in.wg./100 ft. Actual Summer Infil.: 4 CFM -� _ fles rEption �_ � �_ Qua titer Vai e. TM. ! € §; HTtstl Gaff _ Garp N -Wail-R20 19.2 X 10.7 155.4 0.066 5.2 810 1.1 0 178 W -Wall-R20 3.9 X 10.7 41.8 0.066 5.2 218 1.1 0 48 N -GIs-Standard 12 IRC shgc-0.32 8.3 0.320 25.3 211 12.6 0 105 100%S N -GIs-Standard 12 IRC shgc-0.32 33.4 0.320 25.3 843 12.6 0 422 100%S N -GIs-Standard 12 1 RC shgc-0.32 8.3 0.320 25.3 211 12.6 0 105 100%S Subtotals for Structure: 2,293 0 858 Infil.: Win.: 7.9, Sum.: 4.1 247 2.265 560 0.299 -103 74 Ductwork: 0 0 AED Excursion: 205 Equipment: 0 1,200 Room Totals: 2,853 -103 2,337 C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM Light Commercial HVAC Loads---- Site Software Deve# te 1 Breen-Design W , 5 33 Eve een GOeB 9 I Detailed Room Loads - Room 24 - Dininq (Averae Load Procedure) Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 2 Area: 298.2 sq.ft. Supply Air: 554 CFM Ceiling Height: 21.8 ft. Supply Air Changes: 5.1 AC/hr Volume: 6,486.5 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 6 Actual Winter Vent.: 0 CFM Runout Air: 92 CFM Percent of Supply.: 0 Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 470 ft./min. Percent of Supply: 0 % Runout Air Velocity: 470 ft./min. Actual Winter Infil.: 33 CFM Actual Loss: 0.117 in.wg./100 ft. Actual Summer Infil.: 17 CFM �_ Area � _'.___ U '. Hi Sin Cl Late Ser► Lo 3zsetpttaQuandt - V_tue, _ HTM, Los;��_ HTM E -Wall-R20 5.4 X 21.8 118.3 0.066 5.2 617 1.1 0 136 S -Wall-R20 34.1 X 21.8 313.3 0.066 5.2 1,634 1.1 0 360 W -Wall-R20 8.8 X 21.8 190.3 0.066 5.2 992 1.1 0 219 S -Door-11 D 3.5 X 8.7 30.3 0.390 30.8 935 10.1 0 308 S -GIs-Standard 12 IRC shgc-0.32 311.5 0.320 25.3 7,875 19.1 0 5,963 0%S S -GIs-Standard 12 IRC shgc-0.32 70.3 0.320 25.3 1,777 19.1 0 1,346 0%S S -GIs-Standard 12 IRC shgc-0.32 15.8 0.320 25.3 398 19.1 0 301 0%S UP-Roof-R49 Roof 298.2 X 1 298.2 0.022 1.7 518 0.5 0 144 Subtotals for Structure: 14,746 0 8,777 Infil.: Win.: 33.4, Sum.: 17.4 1,050 2.264 2,377 0.298 -439 313 Ductwork: 0 0 AED Excursion: - - - - 875 Room Totals: 17,123 -439 9,965 C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM fterri Yvv:-"FI}mil_. .. _ .. -- 'Y.LilliGs �..�,�._..._. RhvBreact)es Residential &Light Cammercia! HVAC Loads T_ _. _-, ------ Inci — Elife SaftwaFury-8995 1`. ,?{.I_,.{.:._:..__.._.�� N -Wall-R20 6.2 X 8.5 53.1 WMint, 33rd Ave Evergreen, GQ 80439 277 1.1 _ 61 _ Page 24 Detailed Room Loads - Room 20 Master Wic (AverageLoad Procedure) 1.7 195 0.5 0 54 Floor -20R-30 1 X 27.9 27.9 Calculation Mode: Htg. & clg. 110 Occurrences: 0 11 Room Length: 6.3 ft. System Number: 3 Room Width: 17.9 ft. Zone Number: 1 2.936 Area: 112.0 sq.ft. Supply Air: 13 CFM Ceiling Height: 8.5 ft. Supply Air Changes: 0.8 AC/hr Volume: 952.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 13 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 147 ft./min. Percent of Supply: 0 % Runout Air Velocity: 147 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.019 in.wg./100 ft. Actual Summer Infil.: 1 CFM fterri Yvv:-"FI}mil_. .. _ .. :..�V=i.fCk{7 1 'Y.LilliGs �..�,�._..._. f,li{Yf' ... {.-4.f�__—_...,._. .{.{Y� �_ 1`. ,?{.I_,.{.:._:..__.._.�� N -Wall-R20 6.2 X 8.5 53.1 0.066 5.2 277 1.1 0 61 UP -Roof -R49 Roof 112 X 1 112 0.022 1.7 195 0.5 0 54 Floor -20R-30 1 X 27.9 27.9 0.038 4.0 110 0.4 0 11 Subtotals for Structure. 582 0 126 Infil.: Win.: 2.2, Sum.: 1.1 53 2.936 156 0.395 -29 21 Ductwork:0 0 j Room Totals - - - _ 738 -29 147 it C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM Rhvac -Residential & Light Commercial HVAC Loans Breen Design Elite Software Development, Inc. Fury-6995° W 33rd Ave 1 i;ver Teen, GO 80439 Detailed Room Loads -Room 21 -Master Bedroom (Average Load Procedure) Viral Calculation Mode: Htg. & cig. Occurrences: 1 Room Length: 12.7 ft. System Number: 3 Room Width: 17.9 ft. Zone Number: 1 Area: 227.0 sq.ft. Supply Air: 58 CFM Ceiling Height: 11.3 ft. Supply Air Changes: 1.4 AC/hr Volume: 2,554.3 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 58 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 425 ft./min. Percent of Supply: 0 % Runout Air Velocity: 425 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.124 in.wg./100 ft. Actual Summer Infil.: 3 CFM tim - T_� F Qecri tion ---4 _ _ y_ ,;,Vatue — TNf Lois .HTM _ Gain a�n'., N -Wall-R20 12.7 X 11.2 101.2 0.066 5.2 528 1.1 0 116 N -GIs-Standard 12 IRC shgc-0.32 20.7 0.320 25.3 523 12.6 0 261 100%S N -GIs-Standard 12 IRC shgc-0.32 20.7 0.320 25.3 523 12.6 0 261 100%S UP-Roof-R49 Roof 226.9 X 1 226.9 0.022 1.7 394 0.5 0 110 Floor-20R-30 1 X 28.6 28.6 0.038 4.0 113 0.4 0 11 Subtotals for Structure: 2,081 0 759 Infil.: Win.: 5.9, Sum.: 3.1 143 2.940 419 0.386 -77 55 Ductwork: 0 0 People: 200 lat/per, 230 sen/per: 1 200 230 Room Totals: 2,500 123 1,044 C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM C:\ ... \Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM eLightommercial KVAC Loads Elite Software Develo Ipne,BDesign eaceg Fury6995 W 33rd Ave Een, CO 80439 e26 Detailed Room Loads - Room 22 - Master Bath (Averse Load Procedure) Calculation Mode: Htg. & c1g. Occurrences: 1 Room Length: n/a System Number: 3 Room Width: n1a Zone Number: I Area: 175.5 sq.ft. Supply Air: 45 CFM Ceiling Height: 10.5 ft. Supply Air Changes: 1.5 AC/hr Volume: 1,843.2 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 45 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in, Actual Summer Vent.: 0 CFM Runout Air Velocity: 332 ft./min. Percent of Supply: 0 % Runout Air Velocity: 332 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.076 in.wg./l 00 ft. Actual Summer Infil.: 3 CFM T — �m^_� �. � — Af -- —4n t9 - d Sen -1 f3escri .tiara ��,� Qts_ �.__ .. t alue y HITT s _q*R ---1 � N -Wall-R20 11.8 X 10.5 101.4 0.066 5.2 529 1.1 0 116 N -GIs-7A-1 shgc-0.65 100%S 22 0.600 47.4 1,043 24.7 0 543 UP -Roof -R49 Roof 175.5 X 1 175.5 0.022 1.7 305 0.5 0 85 Floor -20R-30 1 X 58.1 58.1 0.038 4.0 229 0.4 0 22 Subtotals for Structure: 2,106 0 766 Infil.: Win.: 5.1, Sum.: 2.6 123 2.934 362 0.389 -67 48 Ductwork: 0 0 Room Totals: 2,468 -67 814 C:\ ... \Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM Rhvac - Residential &light Com ereiat H4EAG Loads Elite Software Development, Inc. Breen Design ® Fury -6995 W 33rd Ave Evergreen, CO 80439 Page 27 Detailed Room Loads Room 23 - Loft_(Average Load Procedure) Calculation Mode: Htg. & clg. Occurrences: _ 1 Room Length: n/a System Number: 3 Room Width: n/a Zone Number: 1 Area: 350.5 sq.ft. Supply Air: 437 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 6.8 AC/hr Volume: 3,855.8 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 0 CFM Runout Air: 109 CFM Percent of Supply.: 0 Runout Duct Size: 7 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 409 ft./min. Percent of Supply: 0 % Runout Air Velocity: 409 ft./min. Actual Winter Infil.: 17 CFM Actual Loss: 0.072 in.wg./100 ft. Actual Summer Infil.: 9 CFM ss - TMr cs HTM Gat Gain N -Wall-R20 10.7 X 11 56.7 0.066 �- 5.2 296 1.1 0 65 W -Wall-R20 3.5 X 11 16.5 0.066 5.2 86 1.1 0 19 S -Wall-R20 6 X 11 35.7 0.066 5.2 186 1.1 0 41 W -Wall-R20 18.1 X 11 156.4 0.066 5.2 815 1.1 0 180 N -Door-11 D 3.5 X 8.7 30.3 0.390 30.8 935 10.1 0 308 N -GIs-Standard 12 IRC shgc-0.32 30.3 0.320 25.3 767 12.7 0 384 100%S W -GIs-Standard 12 IRC shgc-0.32 22 0.320 25.3 556 36.7 0 807 0%S S -GIs-Standard 12 IRC shgc-0.32 30.3 0.320 25.3 767 19.1 0 581 0%S W -GIs-Standard 12 IRC shgc-0.32 17.1 0.320 25.3 433 36.6 0 628 0%S W -GIs-Standard 12 IRC shgc-0.32 25.4 0.320 25.3 641 36.7 0 930 0%S UP -Sky -Skylight 2012 shgc-0.55 6.1 0.550 43.5 264 126.4 0 767 UP -Sky -Skylight 2012 shgc-0.55 6.1 0.550 43.5 264 126.4 0 767 UP -Sky -Skylight 2012 shgc-0.55 6.1 0.550 43.5 264 126.4 0 767 UP -Sky -Skylight 2012 shgc-0.55 6.1 0.550 43.5 264 126.4 0 767 UP -Sky -Skylight 2012 shgc-0.55 3.7 0.550 43.5 160 126.3 0 464 UP -Roof -R49 Roof 350.5 X 1 322.6 0.022 1.7 561 0.5 0 156 Floor -20R-30 1 X 129.9 129.9 0.038 4.0 513 0.4 0 49 Floor -20R-30 1 X 53.8 53.8 0.038 4.0 213 0.4 0 20 Subtotals for Structure: 7,985 0 7,700 Infil.: Win.: 17.4, Sum.: 9.0 421 2.935 1,235 0.387 -228 163 Ductwork:0 - 0 Room Totals: 9,220 -228 7,863 C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM & Light ommmercial HVAC Loads --- ��- -- ----- ^ - Elite Software Devel e Inc 'Been Des Sndenflaf Iwergreen, 12 W rd e CO 80439 _ _. - Pap 28. detailed Room Loads -Room =Bed 1 (Average Load Procedure) -12 __ _ - Calculation Mode: Htg. & clg. Occurrences: T Room Length: n/a System Number: 3 Room Width: n/a Zone Number: 2 Area: 197.6 sq.ft. Supply Air: 77 CFM Ceiling Height: 8.8 ft. Supply Air Changes: 2.6 AC/hr Volume: 1,745.1 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 77 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 390 ft./min. Percent of Supply: 0 % Runout Air Velocity: 390 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.070 in.wg./100 ft. Actual Summer Infil.: 7 CFM en at #Y_ VANe N -Wall-R20 18.7 X 8.8 123.5 0.066 5.2 644 1.1 0 142 E -Wall-R20 10.6 X 8.8 93.4 0.066 5.2 487 1.1 0 107 W -Wall-R20 5.4 X 8.8 47.9 0.066 5.2 250 1.1 0 55 N -GIs-Standard 12 IRC shgc-0.32 20.7 0.320 25.3 523 12.6 0 261 100%S N -GIs-Standard 12 IRC shgc-0.32 20.7 0.320 25.3 523 12.6 0 261 100%S UP-Roof-R49 Roof 197.6 X 1 197.6 0.022 1.7 343 0.5 0 96 Floor-20R-30 1 X 186.7 186.7 0.038 4.0 738 0.4 0 71 Subtotals for Structure: 3,508 0 993 Infil.: Win.: 12.6, Sum.: 6.6 306 2.937 899 0.385 -166 118 Ductwork: 0 0 People: 200 lat/per, 230 sen/per: 1 200 230 Room Totals: 4,407 34 1,341 C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM ec - Residential & Light Commercial HVAC Loads -- T,o -p --- Elite Softw _ �y b6995 Bre Breen Design -�-- Fu W 33rd Ave C Evergreen, CO 80439 - - Paqe 29 Detailed Room Loads -Room 13 -Bath l (Average Load Procedure) Calculation Mode: Htg. & clg. Occurrences: Room Length: 6.1 ft. System Number: 3 Room Width: 9.0 ft. Zone Number: 2 Area: 54.7 sq.ft. Supply Air: 19 CFM Ceiling Height: 8.8 ft. Supply Air Changes: 2.4 AC/hr Volume: 483.4 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 19 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 219 ft./min. Percent of Supply: 0 % Runout Air Velocity: 219 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.047 in.wg./100 ft. Actual Summer Infil.: 1 CFM LPIEseriptzan y. _ Qtia4Ity Vatu� .. _t-1TM_ 1�4�SS ! Gain wart N -Wall-R20 6.1 X 8.8 43.7 0.066 5.2 228 LLHTi -_ 1.1 0 50 N -GIs-7A-1 shgc-0.65 100%S 10 0.600 47.4 474 24.7 0 247 UP -Roof -R49 Roof 54.8 X 1 54.8 0.022 1.7 95 0.5 0 26 Subtotals for Structure: 797 0 323 Infil.: Win.: 2.2, Sum.: 1.2 54 2.943 158 0.391 -29 21 Ductwork: - - -- - - 0 0 Room Totals: 955 -29 344 C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM Rhuec - Residential & Light -Comrnetcia! HVAC Loads Elite Software Development; —Inc, -7 Breen Design Fury -6995 W 33rd Ave Ev#!Vreen, CO 80439 _ – - Page 30 1 --- Detailed Room Loads -Roo - oom 14 - Bath 2 (Average Load Procedure) E General . Calculation Mode: Htg. & clg. Occurrences Room Length: 6.1 ft. System Number: 3 Room Width: 8.9 ft. Zone Number: 2 Area: 54.2 sq.ft. Supply Air: 2 CFM Ceiling Height: 8.8 ft. Supply Air Changes: 0.2 AC/hr Volume: 479.1 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 2 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 19 ft./min. Percent of Supply: 0 % Runout Air Velocity: 19 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 0 CFM I C1g La# �er� � ,l-1TN1,„_ GaG�n UP -Roof -R49 Roof 54.2 X 1 54.2 0.022 1.7 94 0.5 0 26 Subtotals for Structure: 94 0 26 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork:0 _ 0 Room Totals: 94 0 26 C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Breen Design Fury -6995 W 33rd Ave Ever re n, CO 80439_ - - - -- -- - -. _ - --- - _ _ -___a91 P Fetailed Room Loads _-Room_ 55 - Laundry ( veraae Load Procedure) Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: n/a System Number: 3 Room Width: n/a Zone Number: 2 Area: 167.6 sq.ft. Supply Air: 48 CFM Ceiling Height: 8.8 ft. Supply Air Changes: 1.9 AC/hr Volume: 1,480.3 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 48 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 351 ft./min. Percent of Supply: 0 % Runout Air Velocity: 351 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.085 in.wg./100 ft. Actual Summer Infil.: 3 CFM �m Area �� =U � Hag Sed Clg_ Lal den 13escr i%! ..: ?f ._._ , .__ _ _ -Quan t t - Value _ HTM dossG�a4n,l S -Wall-R20 3.7 X 8.8 16.7 0.066 5.2 87 1.1 0 19 E -Wall-R20 3.2 X 8.8 28 0.066 5.2 146 1.1 0 32 S -Wall-R20 8.3 X 8.8 57.8 0.066 5.2 301 1.1 0 66 S -GIs-Standard 12 IRC shgc-0.32 15.8 0.320 25.3 398 19.1 0 301 0%S S -GIs-Standard 12 IRC shgc-0.32 15.8 0.320 25.3 398 19.1 0 301 0%S UP -Roof -R49 Roof 167.6 X 1 167.6 0.022 1.7 291 0.5 0 81 Floor -20R-30 1 X 26.4 26.4 0.038 4.0 104 0.4 0 10 Subtotals for Structure: 1,725 0 810 Infil.: Win.: 5.5, Sum.: 2.9 134 2.934 393 0.388 -73 52 Ductwork: 0 0 Room Totals: 2,118 -73 862 C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM C:\...\Fury-6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM RF_er ac - Residential & Light Commercial HVAG Loads -- _,___=___T To— Elite Software bevelo ment inc. eird Breen Design Fury -6995 W Ave I I I Evergreen, CO 80439. _ — Pagg 32 Detailed Room Loads Room 16 Bed 2 (Average Load Procedure) Calculation Mode: Htg. & clg. Occurrences: Room Length: 14.4 ft. System Number: 3 Room Width: 9.9 ft. Zone Number: 2 Area: 143.0 sq.ft. Supply Air: 68 CFM Ceiling Height: 12.0 ft. Supply Air Changes: 2.4 AC/hr Volume: 1,716.6 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 68 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 344 ft./min. Percent of Supply: 0 % Runout Air Velocity: 344 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.063 in.wg./100 ft. Actual Summer Infil.: 3 CFM _T fem �isentwn Aria l:t- Ht SenT L`at Sen _ Ctayntta1ue. STMiGair Gain_; E -Wall-R20 9.9 X 12 98.4 0.066 5.2 513 1.1 0 113 E -GIs-Standard 12 IRC shgc-0.32 20.7 0.320 25.3 523 36.7 0 758 0%S UP -Roof -R49 Roof 143 X 1 143 0.022 1.7 248 0.5 0 69 Subtotals for Structure: 1,284 0 940 Infil.: Win.: 4.9, Sum.: 2.6 119 2.940 350 0.386 -65 46 Ductwork: 0 0 People: 200 lat/per, 230 sen/per: 1 200 230 j Room Totals: 1,634 135 1,216 C:\...\Fury-6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM Rhvac - Residential & Light Commercial HVAC Loads Mite Software Development, -Inc. Breen Design ® Fury-6995 W 33rd Ave Evergreen, CO 80439 page 33 i Detailed Room Loads - Room 17 - B2 Wic (Average Load Procedur) — _ � J - _- Calculation Mode: Htg. & clg Occurrences: 1 Room Length: n/a System Number: 3 Room Width: n/a Zone Number: 2 Area: 40.8 sq.ft. Supply Air: 60 CFM Ceiling Height: 12.0 ft. Supply Air Changes: 7.4 AC/hr Volume: 490.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 60 CFM Percent of Supply.: 0 % j Runout Duct Size: 5 in, Actual Summer Vent.: 0 CFM Runout Air Velocity: 441 ft./min. Percent of Supply: 0 % Runout Air Velocity: 441 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.133 in.wg./100 ft. Actual Summer Infil.: 2 CFM ,Descr lore Qt#arFt�tY V 1ue HTl�tl- Loss HTM_ Gain. rn' N -Wall-R20 1.5 X 12 -- . J�J18 0.066 _ . — 5.2 94 1.1 __ 0 21 E -Wall-R20 4.7 X 12 56 0.066 5.2 292 1.1 0 64 UP-Sky-Skylight 2012 shgc-0.55 7.5 0.550 43.5 326 126.4 0 949 UP-Roof-R49 Roof 40.8 X 1 33.3 0.022 1.7 58 0.5 0 16 Floor-20R-30 1 X 7 7 0.038 4.0 28 0.4 0 3 Subtotals for Structure: 798 0 1,053 Infil.: Win.: 3.1, Sum.: 1.6 74 2.931 217 0.392 -40 29 Ductwork: 0 0 Room Totals: 1,015 -40 1,082 C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM Lighf6mmerciat HVAC Loads---�--- -�--- Elite SoftwareDevelopment, Breen Design c 5 33rd Ave EenO 80439 Detailed Room Loads - Room 18 - Bed 3 (Average Load Procedure) -- - — Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: n/a System Number: 3 Room Width: n/a Zone Number: 2 Area: 208.2 sq.ft. Supply Air: 121 CFM Ceiling Height: 12.0 ft. Supply Air Changes: 2.9 AC/hr Volume: 2,498.9 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 60 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 443 ft./min. Percent of Supply: 0 % Runout Air Velocity: 443 ft./min. Actual Winter Infil.: 18 CFM Actual Loss: 0.134 in.wg./100 ft. Actual Summer Infil.: 9 CFM Descnption t�r Value_ F1TM, Loss HTM Gats<: _ �ain•� E -Wall-R20 13.1 X 12 141 0.066 5.2 735 1.1 0 162 S -Wall-R20 15.9 X 12 159 0.066 5.2 829 1.1 0 183 W -Wall-R20 7.7 X 12 92 0.066 5.2 480 1.1 0 106 E -GIs-Standard 12 IRC shgc-0.32 16 0.320 25.3 404 36.7 0 587 0%S S -GIs-Standard 12 IRC shgc-0.32 16 0.320 25.3 404 19.1 0 306 0%S S -GIs-Standard 12 IRC shgc-0.32 16 0.320 25.3 404 19.1 0 306 0%S UP-Roof-R49 Roof 208.2 X 1 208.2 0.022 1.7 362 0.5 0 101 Floor-2013-30 1 X 59.8 59.8 0.038 4.0 236 0.4 0 23 Subtotals for Structure: 3,854 0 1,774 Infil.: Win.: 18.2, Sum.: 9.4 440 2.936 1,292 0.386 -239 170 Ductwork: 0 0 People: 200 lat/per, 230 sen/per: 1 200 230 Room Totals: 5,146 -39 2,174 C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Breen Design Fury-6995 W 33rd Ave Evergreen, CO 80439_ _ __- _ _-- -------- _ -_ — _ -page-* Detailed Room Loads Room 19 B3 L (Average-Load Procedure) General �-_ Calculation Mode: Htg. & clg.----- Occurrences Room Length: 7.2 ft. System Number: 3 Room Width: 4.7 ft. Zone Number: 2 Area: 33.5 sq.ft. Supply Air: 53 CFM Ceiling Height: 12.0 ft. Supply Air Changes: 8.0 AC/hr Volume: 401.8 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 53 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 392 ft./min. Percent of Supply: 0 % Runout Air Velocity: 392 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.106 in.wg./100 ft. Actual Summer Infil.: 0 CFM .. -i�=�1tg C3ecri .tion _ Quarlti 'Value;_ _ kTM Lass _ HTM,i �,ain, UP-Sky-Skylight 2012 shgc-0.55 7.5 0.550 43.5 326 126.4 u 0 949 UP-Roof-R49 Roof 33.4 X 1 25_.9 0.022 1.7 45 0.5 0 13 Subtotals for Structure: 371 0 962 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 0 0 Room Totals: 371 0 962 C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM Indoor Model: Brand: LENNOX Description: Natural Gas or Propane Boiler Efficiency: 95 AFUE 13 SEER Rhvac - Residential & Light Commercial HVAC Loads radiant baseboards for basement only Elite Software Development, Inc Breen Design 0 Capacity: 139,000 Btuh 0 Btuh Sensible Capacity: n/a Fury -6995 W 33rd Ave Ever rg een, CO 80439 n/a 0 Btuh Pae 36J System 1 Room Load Summary _. -- _ __ Klin -n- Rur_ Room Roam Area Sens Htg Duct Duct Sens Lat Cig. Sys L NR- m v _ _ 1--- _ _ 5 ,--- ttth ` CFM ; Size veli Btuh 8tuh GSM ._ _ ---Zone 1 Bed 4 179 2,211 37 1-5 320 786 157 44 44 2 Rec Room 276 3,158 53 1-5 388 929 -56 52 53 3 Closet 102 1,304 22 1-4 250 109 -30 6 22 4 Mech 31 334 6 1-4 64 27 -7 2 6 5 B Bath 53 760 13 1-4 146 139 -14 8 13 6 Laundry -- - - 240 - - _ 2,246 38 - - 1-4 - 431 305 -42 - - - 17 38 - - - Humidification 554 System 1 total 881 10,567 168 2,295 8 12.7 168 System 1 Main Trunk Size: 5x8 in. Velocity: 604 ft./min Loss per 100 ft.: 0.112 in.wg C€rf1,- i yste Suf�tm`at+ - l Cc�olin Sensibib/i_afer�t Sensible Latent _ _ _Total-' ' _-__-- �'�--- __=._.�. _ ___$#uh----- Recommended:j 0.25 90%/10% 2,668 296 2,965 L9 Lw��_�-- _ -- Heating System Cooling System Heating System Cooling System Model: GWM-1501E Indoor Model: Brand: LENNOX Description: Natural Gas or Propane Boiler Efficiency: 95 AFUE 13 SEER comment: radiant baseboards for basement only Sound: 0 0 Capacity: 139,000 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM Rhvac - Residential & Light Commercial HVAC Loads Breen Design Elite Software De s Fury 8995 V1 Evergreen, CO 84439,_._ System 2 Room Load Summary f,`._ Htg N1iri ftilr Run 014 06 Mier- »x Room Area Sens Htg Duct Duct Sens twat CIS GSM__ ---Zone 1--- 10 Living Room 530 15,665 269 4-6 471 6,654 -217 370 370 11 Mud Room 73 3,495 60 1-5 4.40 859 -116 48 60 Zone 1 subtotal 603 19,160 329 7,514 -333 417 417 ---Zone 2--- 7 Office/Bed 133 2,686 46 1-6 484 1,711 96 95 95 8 Pwdr 39 379 7 1-4 75 80 -21 4 7 9 Kitchen 411 2,853 49 2-5 476 2,337 -103 130 130 24 Dining 298 17,123 294 6-6 470_ 9,965 -439 554 554 Zone 2 subtotal 880 23,041 396 14,093 -467 783 783 Humidification 3,451 System 2 total 1,484 - 45,652 725 21,607 -800 1,200 1,200 System 2 Main Trunk Size: 14x14 in. Velocity: 882 ft./min Loss per 100 ft.: 0.093 in.wg Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the "Average Load Procedure + Excursion" method. Cti tit}g' Serisrtil taunt S stbie La enf otal $h Recommended: 2.33 90%/10% 25,124 2,792 27,916 Actual: 2.37 90%/10% 25,560 2,840 28,400 Heating System Cooling Svstem Type: None Air Source Heat Pump Model: MXZ-3C30NAHZ2 Indoor Model: MSZFH06NA(xl)-MSZFH09NA(x2) Brand: M -Series Description: Air Source Heat Pump Efficiency: 0 18 SEER Sound: 0 0 Capacity: 0 Btuh 28,400 Btuh Sensible Capacity: n/a 25,560 Btuh Latent Capacity: n/a 2,840 Btuh AHRI Reference No.: n/a 201754908 C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Breen Design Fury -6995 W 33rd Ave ' Evergreen,,CO 80439., - ----- Page 38 System 3 Room Load Summary Htg - Rung R�tn;... _ Min Act Room Area Sens Htg Duct Duct Sens Lat Cig Sys No Name SF Btuh CFM Size Vel Btuh Stuh CFM CFM'. ---Zone �--- --- __ 20 Master Wic 112 738 13 1-4 147 147 -29 8 13 21 Master Bedroom 227 2,500 43 1-5 425 1,044 123 58 58 22 Master Bath 176 2,468 43 1-5 332 814 -67 45 45 23 Loft 351 9,220 160 4-7 409 7,863 -228 437 437 Zone 1 subtotal 865 14,926 259 9,868 -201 548 548 ---Zone 2--- 12 Bed 1 198 4,407 77 1-6 390 1,341 34 74 77 13 Bath 1 55 955 17 1-4 219 344 -29 19 19 14 Bath 2 54 94 2 1-4 19 26 0 1 2 15 Laundry 168 2,118 37 1-5 351 862 -73 48 48 16 Bed 2 143 1,634 28 1-6 344 1,216 135 68 68 17 B2 Wic 41 1,015 18 1-5 441 1,082 -40 60 60 18 Bed 3 208 5,146 89 2-5 443 2,174 -39 121 121 19 B3 Wic 33 371 6 1-5 392 962 0 53 53 Zone 2 subtotal 900 15,740 274 8,007 12 445 445 Humidification 2,908 System 3 total 1,765 33,574 533 17,875 -213 993 993 System 3 Main Trunk Size: 10x17 in. Velocity: 841 ft./min Loss per 100 ft.: 0.097 in.wg Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the "Average Load Procedure + Excursion" method. Cooling System Summary i Cooling, Sensible/Latent Sensible Latent Total Btuh Btuh Btuh Recommended: 1.92 90%/10% 20,785 2,309 23,094 Actual: 3.00 90%/10% 32,400 3,600 36,000 Heating System Cooling System Type: None Air Source Heat Pump Model: MXZ-4C36NAHZ Indoor Model: MSZFH06NA (x6) Brand: M -Series Description: Air Source Heat Pump Efficiency: 0 19.1 SEER Sound: 0 0 Capacity: 0 Btuh 36,000 Btuh Sensible Capacity: n/a 32,400 Btuh Latent Capacity: n/a 3,600 Btuh AHRI Reference No.: n/a 201754911 CA ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM Rhvac - Resirlenfiai &.light Cotrmerrla! HVAC Laarls --- - E!i#e Stsiir�rare Deveitspmert,•Inc. Breen Design Fury -6995 W 33rd Ave Evergreen, CO 80439 page .�� 1 -- Radiant Floor Report ----- Zone 2: 7-Office/Bed 1/2" PEX [25,12] 133 2,686 107 111 2,768 -82 8-Pwdr ..n or . SEW 410 Radiant Floor 9 -Kitchen Sens. Length Length Heat mental Room Description Room Heat To Meet To Fill Output Heat," Name .. _ �__ _ __- _ _. �Heaf Ci?t t,SPactr�g� Atsa -- - LcaSs�_ac; -- Ro±a _$tuts . ----- System 2 Main Floor -cooling: ----- 1/2" PEX [15,12] 112 738 49 92 1,378 -640 21 -Master 1/2" PEX [15,12] 227 2,500 167 198 2,969 ----- Zone 1: ----- Bedroom 22 -Master Bath 1/2" PEX [20,12] 176 2,468 123 150 3,001 10-Living Room 1/2" PEX [35,12] 530 15,665 448 485 16,973 -1,308 11 -Mud Room 1/2" PEX [65,12] 73 3,495 54 57 3,725 -230 Zone 1 Total: 13 -Bath 1 603 19,160 501 542 20,698 -1,538 ----- Zone 2: 7-Office/Bed 1/2" PEX [25,12] 133 2,686 107 111 2,768 -82 8-Pwdr 1/2" PEX [15,12] 39 379 25 27 410 -31 9 -Kitchen 1/2" PEX [15,12] 411 2,853 190 371 5,568 -2,715 24 -Dining 1/2" PEX [65,12] 298 17,123 263 265 17,205 -82 Zone 2 Total: 880 23,041 586 774 25,950 -2,909 System 2 Total: 1,484 42,201 1,088 1,316 46,649 -4,448 ----- System 3 Second Floor -cooling: ----- ----- Zone 1: ----- 20-Master Wic 1/2" PEX [15,12] 112 738 49 92 1,378 -640 21 -Master 1/2" PEX [15,12] 227 2,500 167 198 2,969 -469 Bedroom 22 -Master Bath 1/2" PEX [20,12] 176 2,468 123 150 3,001 -533 23 -Loft 1/2" PEX [30,12] 351 9,220 307 314 9,423 -203 Zone 1 Total: 865 14,926 647 754 16,770 -1,844 ----- Zone 2: ----- 12-Bed 1 1/2" PEX [30,12] 198 4,407 147 170 5,113 -706 13 -Bath 1 1/2" PEX [25,12] 55 955 38 41 1,023 -68 14 -Bath 2 1/2" PEX [ 15,12] 54 94 6 41 608 -514 15 -Laundry 1/2" PEX [15,12] 168 2,118 141 143 2,140 -22 !, 16 -Bed 2 1/2" PEX [15,12] 143 1,634 109 120 1,802 -168 17-132 Wic 1/2" PEX [35,12] 41 1,015 29 29 1,017 -2 18 -Bed 3 1/2" PEX [30,12] 208 5,146 172 180 5,411 -265 19-B3 Wic 1/2" PEX [20,12] 33 371 19 23 458 -87 Zone 2 Total 900 15,740 661 747 17,573 -1,833 System 3 Total: 1,765 30,666 1,307 1,501 34,342 -3,676 Building Total: 3,249 72,867 2,395 2,817 80,991 -8,124 Area values shown include only those rooms for which radiant floor properties have been entered. Sensible heat loss values on this report do not include losses associated with ductwork, ventilation, winter humidification or hot water piping. Tubing lengths include only the tubing that is part of the radiant floor panel itself and not the supply and return piping to and from the manifold. Tubing lengths are calculated from the Tubing Spacing input and an assumed installed coverage area that is based on a 6 -inch offset from each wall around the perimeter of a rectangular room. The Floor Heat Output Btuh values shown are calculated with the assumption that the tubing is installed to fill the room at the given spacing. If the Supplemental Heat Required is negative, the radiant floor output exceeds the sensible loss of the room by the indicated amount, assuming that the tubing is installed to fill the room at the given spacing. C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM System 2: _ �.__ _ rt__ T _ � _ ,_,.w --m _ - i _ . -- .. - _- - - ----_-- � RhYac -Residential- & Li ht Commercial HVAC Loads Zone 1: totation Elite Software Develo meat Inc. gn een{CO ensitie t nt i ecornrnend6dj De reel ... Faces, _ _ ..Sapply GFlvl 10 Living Room Fury -6995 'W 33rd Ave Ever rSteen 80439 _ .. 471 _ f ------- 11 Mud Room 60 Building Rotation Report-- *100 83 60 75 84 66 1--6 Zone 2: All rotation degree values in this report ---— - ------ are clockwise with respect to the - project's original orientation. -- - -1,005 5.63 Building orientation as entered (zero degrees rotation): Front door faces South 7 Office/Sed 95 *107 104 107 94 102 94 96 1--7 8 Pwdr *7 7 7 45° 90° 135'° 180° 2 5°7?° 1--4 _T315� High' Rm. Room Rot'. Rot. Rot, Rot. Rat. Rot. Rcpt. Rat. Duct CFM<_ CfIktl CFM .__-_ GFM CF'nI CFM CFi1�i�1=M 776 tz8 System 1: _ Zone 1: Zone 1: 1 Bed 4 44 45 40 44 44 *47 43 45 1--5 2 Rec Room 53 *63 60 53 53 56 63 63 1--5 3 Closet *22 22 22 22 22 22 22 22 1--4 4 Mech *6 6 6 6 6 6 6 6 1--4 5 B Bath 13 14 *17 15 13 15 17 13 1--4 6 Laundry *38 38 38 38 38 38 38 38 1--4 System 2: _ �.__ _ rt__ T _ � _ ,_,.w --m _ - i Zone 1: totation Front"door ensitie t nt i ecornrnend6dj De reel ... Faces, _ _ ..Sapply GFlvl 10 Living Room 370 526 *585 471 311 418 476 438 6--6 11 Mud Room 60 78 *100 83 60 75 84 66 1--6 Zone 2: 1350 Northwest 2,923 52,282 -1,005 5.63 1800 North 2,153 7 Office/Sed 95 *107 104 107 94 102 94 96 1--7 8 Pwdr *7 7 7 7 7 7 7 7 1--4 9 Kitchen 130 184 *222 188 137 171 185 157 3--6 24 Dining 554 912 *1,070 734 361 665 892 776 10--7 System 3: Zone 1: 20 Master Wic *13 13 13 13 13 13 13 13 1--4 21 Master Bedroom 58 90 113 101 73 102 *114 90 2--5 22 Master Bath 45 79 105 92 61 93 *105 79 1--6 23 Loft 437 444 421 444 437 *468 446 462 5--6 Zone 2: 12 Bed 1 77 106 130 118 89 119 *130 106 2--5 13 Bath 1 19 35 46 40 26 41 *46 35 1--5 14 Bath 2 *2 2 2 2 2 2 2 2 1--4 15 Laundry 48 69 79 61 37 61 *79 69 1--6 16 Bed 2 *68 61 47 61 68 56 40 56 1--6 17 B2 Wic 60 60 60 60 60 *61 60 60 1--5 18 Bed 3 121 *138 136 129 109 126 131 133 2--6 19 B3 Wic 53 53 53 53 53 *54 54 53 1--5 * Indicates highest CFM of all rotations. `►tr3 a Ba�i�rr� _ __-�� �_. __--_.___ _ �.__ _ rt__ T _ � _ ,_,.w --m _ - i totation Front"door ensitie t nt i ecornrnend6dj De reel ... Faces, _ _ ..Sapply GFlvl G�jtt _ _ +L .-_ Bain —T�rn� j 'I 00 South 2,361 41,777 *-1,005 4.50 450 Southwest 3,125 56,069 -1,005 6.04 900 West *3,455 *62,001 -1,005 *6.68 1350 Northwest 2,923 52,282 -1,005 5.63 1800 North 2,153 37,941 -1,005 4.08 2250 Northeast 2,794 50,029 -1,005 5.39 2700 East 3,119 56,068 -1,005 6.04 3150 Southeast 2,858 51,206 -1,005 5.51 * Indicates highest value of all rotations. ystertf 1._� , C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM Rhvae - Residential & Light Commercial HVAC Loads int Breen Design Gam- --- Gain Evergreen, CO 80439 2,295 *8 Building Rotation Report (eont'd) 2,827 Rotation Front door Supply Degrees Faces CFM 00 South *168 450 Southwest 168 900 West 168 1350 Northwest 168 1800 North 168 2250 Northeast 168 270° East 168 3150 Southeast 168 Indicates highest value of all rotations. Elite Software Development, Inc. Fury -6995 W 33rd Ave Page 41 Sensible int Recommended Gam- --- Gain Tons 2,295 *8 0.25 2,827 8 0.30 2,830 8 0.30 2,683 8 0.29 2,213 8 0.24 2,763 8 0.30 `2,934 8 '0.32 2,776 8 0.30 Rditation• Front door Supply Sensible Latent Recommended Degrees Faces CFM Gain Gain Tons 0. South 1,200 21,607 -`-800 - - -------2.-3-3- --2.3345° 450 Southwest 1,812 32,625 -800 3.51 900 West `2,087 `37,566 -800 `4.04 1350 Northwest 1,587 28,560 -800 3.07 1800 North 961 17,303 -800 1.86 2250 Northeast 1,434 25,818 -800 2.78 2700 East 1,735 31,237 -800 3.36 3150 Southeast 1,537 27,672 -800 2.98 * Indicates highest value of all rotations. System 3 Rotation Front door Supply Sensible Latent - Recommended ,Degrees Faces CFM Gain Gain Tons 00 South 993 17,875 *-213 1.92 450 Southwest 1,145 20,617 -213 2.22 900 West 1,200 21,605 -213 2.33 1350 Northwest 1,169 21,039 -213 2.27 1800 North 1,024 18,425 -213 1.98 2250 Northeast 1,192 21,448 -213 2.31 2700 East '1,216 *21,897 -213 *2.36 3150 Southeast 1,153 20,758 -213 2.23 * Indicates highest value of all rotations. C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM .�. - id Rhvac - Residential & Light -Commercial HVAC Loads Breen Design Evergreen, CO 80439 _v Building Rotation Report (cont'd) Building Rotation Tonnage Elite Software Development, Inc. l Fury -6995 W 33rd Ave Page 42 ; - Buildinq Recormmnded Tonnage C:\ ...\Fury -6995 W 33rd Ave.rh9 East Southeast Tuesday, September 4, 2018, 9:50 AM Rhvac - Residential & Light Commercial HVAC toads ^Elite Software Development, Inc. Breen Design Fury -6995 W 33rd Ave EveAreen,_CO 80439 ■ Page 43 _ _-- Buildin Rg otation Report (cont'd) Building Rotation Hourly Net Gain 80,000�............................................................................................... 1 70,000 I 60,000 i 50,000 45 j 40,000- 30,000 20,000 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day Front door faces South Front door faces Southwest Front door faces West �--� Front door faces Northwest Front door faces North �— Front door faces Northeast Front door faces East Front door faces Southeast C:\ ...\Fury -6995 W 33rd Ave.rh9 Tuesday, September 4, 2018, 9:50 AM A41 IV City of W heat�idge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM *This application must be signed by each sub -contractor confirming the same. Project Address: (n !2? ,S— ,,) 3 3 'f' Permit #:_ Zp General Contractor: -� ,Z , 23 Electrical Contractor - Wheat Ridge License # Company Name: State License #: Signature of Authorized Agent Phone #: Master #: Plumbing Contractor - Wheat Ridge License # Company Name: State License #: Signature of Authorized Agent Phone #: Master #: Mechanical Contractor - Wheat Ridge License # r Company Name: Signature of Authorized Agent Date Date Phone: L 'a- f zw p Date *This application must be signed by each sub -contractor confirming the same. 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:JobAddress: 6q95— W -3 Permit Number: 2 0 /'F o a S-7 Q !1 - - a ❑ No one available for inspection: Time Ms M Re -Inspection required: Yes No When corrections have been made, call-f3Tr�e-inspection at 303-234-5933 Datspect r 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: 3 % a'N i eoi,) Job Address: L? q �- 33 d Ave Permit Number: 1,?0/60� Va &D� 1.4 zvll�eor� / ❑ No one available for ins e ion: Timed AM/PM Re -Inspection require. Yes o When corrections have been made, call for re -inspection at 303-234-5933 Date: 9 �� Inspector:!// DO NOT REMOVE THIS NOTICE City of Wheat Ridge �r Homeowner Electrical PERMIT - 201802578 PERMIT NO: 201802578 ISSUED: 09/21/2018 JOB ADDRESS: 6995 W 33rd Ave EXPIRES: 09/21/2019 JOB DESCRIPTION: Homeowner electrical -install temporary power pole. 100 AMPS *** CONTACTS *** OWNER (720)231-4748 BURNETT TIMOTHY T *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,250.00 FEES Total Valuation 0.00 Use Tax 26.25 Permit Fee 53.70 ** TOTAL ** 79.95 *** COMMENTS *** *** CONDITIONS *** Must comply w/ 2012 IRC & 2017 NEC. Subject to field inspection. I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. If professionals are hired, those contractors are licensed with the City of Wheat Ridge and are listed on the permit. Consultations and inspections will only be performed with the homeowner of record present. I, by in 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 thispermrt. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be performed and t al r be ed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature/of OWS� ER or b6NTRACTOR (Circle one) Date I , This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and 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 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 6. T an or gra g of a permit shall not be construed to be a pen -nit for, or an approval of, an violation of any provision of any a ban a or ce 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. City of W heat l�jdge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Perm its(@ci.wheatridge.co.us FOR OFFICE USE ONLY Date: q a-/ I CO Plan/Perma Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: C.0 Propertv Owner 1 VV7 D+-, I i V r yl Phone: -7-'Zo Z Property Owner Email: Kct C � t"Ya �V i''n e+- C v", Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: S kV'i'e City, State, Zip: Architect/Engineer E-mail: Phone: Contractor Name: City of Wheat Ridge License M Phone: Contractor E-mail Address: For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Phone: CONTACT EMAIL(p/ease print): Sub Contractors (Must provide Wheat Ridge License No.): 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 # !- y7gB ❑ COMMERCIAL RESIDENTIAL 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. Sq. FULF +,e w, �0 rc� r o w c \I- 6 1� BTUs Ampsy Squares Gallons Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Project Value: (Contract value or the cost of all materials and labor included in the entire project) a. 00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLEONE. O NE (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of(OWNER) (CONTRACTOR) Signature (first and last name): DATE: Printed Name:0n0k' ,/ �� vr^.q DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: CONSTRUCTION TYPE: Building Division Valuation: U r' City of Wheat i e COMMUNITY DEVELOPMENT Official Certification of Property Owner Permit THIS IS TO CERTIFY that I, the property owner, by my signature, attest that I currently reside at the project property, or intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers, or, if hiring sub -contractors, list them on the permit. Consultations and inspections will only be performed with the homeowner of record present at the project property. Property Owner(s): m IJ ✓ r/\ -(--- �+ Project Property: (r) cj L—) 5 3 x 4 Project Type: ,� �,g j� C7�-✓ C V_ Notarized signature of Applicant State of Colorado } County of c } ss The foregoin6 instrument was acknowledged by me this� day of O_a by TAMARA D 0DEAN NOTARY PUBLIC STATE OF COLORADO NOTARY ID20164015481 MY COMMISSION EXPIRES APRIL 22, 2020 �� &Z—. My Commission Expires� 2JW Notary Public City of Wheat Ridge Homeowner Roof PERMIT - 201708834 PERMIT NO: 201708834 ISSUED: 11/03/2017 JOB ADDRESS: 6995 W 33rd AVE EXPIRES: 11/03/2018 JOB DESCRIPTION: Homeowner permit to reroof existing detached garage only. with TPO roofing and decking pitch 1/2/12 Flat roof 9 squares. **REVISION: Replace siding 300 sq ft; Added valuation $600.00 *** CONTACTS *** OWNER (720)231-4748 BURNETT, TIMOTHY *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,600.00 FEES Total Valuation 0.00 Use Tax 75.60 Permit Fee 109.20 ** TOTAL ** 184.80 *** COMMENTS *** *** CONDITIONS *** I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. Consultations and inspections will only be performed with the homeowner of record present. 6 nails per shingle is required. Ice dam membrane is required from eave edge to 2&#39; 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. Subject to field inspection. City of Wheat Ridge Homeowner Roof PERMIT - 201708834 PERMIT NO: 201708834 ISSUED: 11/03/2017 JOB ADDRESS: 6995 W 33rd AVE EXPIRES: 11/03/2018 JOB DESCRIPTION: Homeowner permit to reroof existing detached garage only. with TPO roofing and decking pitch 1/2/12 Flat roof 9 squares. "REVISION: Replace siding 300 sq ft; Added valuation $600.00 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 co es, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized ta' tain this permit and perform the work described and approved in conjunction with this ermrt. I further att t at T a le all r z irrekudE1I entities named within this document as parties to the work to be performed wor c tT b��e�¢disc s d in this document an�dd/off its' accompanying approved plans and specifications. I- r r Signature of R—W—CONTRACTOR `(Orcle one) Date I 1. This pet w 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 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 pe for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction.Ap' val ofwork is subjectto field inspection. Signature of Chief Building Official Da REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPE THE FOLLOWING BUSINESS DAY. City of �Wheat j�idge MUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(aD-ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Add to Permit # J� IVl Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: -V C_ W� Property Owner (please print): l jy>^h �' Phone:�a 2 '7 Property Owner Email: ± I ^U Cil I G ((e55 Mailing Address: (if different than property address) Address: , State, Zip: Submitting Company: Contact Person: Contractor: Contractors City License #: Contractor E-mail Address: Phone: Phone: Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: Sq. FULF v� Btu's Amps Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) 0,00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this ap.pliGKion to list that entity on this application. CIRCLE ONE:((ONER) (CONTRACTOR) or (AUTHORIZED REPR 7,,of (OWNER) (CONTRACTOR) ef PRINT NAME: / � � U (l 4-24 SIGNATURE: // DATE: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ A � City of Wheat Ridge Homeowner Roof PERMIT - 201708834 PERMIT NO: 201708834 ISSUED: 11/03/2017 JOB ADDRESS: 6995 W 33rd AVE EXPIRES: 11/03/2018 JOB DESCRIPTION: Homeowner permit to reroof existing detached garage only. with TPO roofing and decking pitch 1/2/12 Flat roof 9 squares. *** CONTACTS *** OWNER (720)231-4748 BURNETT, TIMOTHY *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,000.00 FEES Total Valuation 0.00 Use Tax 63.00 Permit Fee 93.35 ** TOTAL ** 156.35 *** COMMENTS *** *** CONDITIONS *** I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. Consultations and inspections will only be performed with the homeowner of record present. 6 nails per shingle is required. Ice dam membrane is required from eave edge to 2&#39; 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. Subject to field inspection. City of Wheat Ridge Homeowner Roof PERMIT - 201708834 PERMIT NO: 201708834 ISSUED: 11/03/2017 JOB ADDRESS: 6995 W 33rd AVE EXPIRES: 11/03/2018 JOB DESCRIPTION: Homeowner permit to reroof existing detached garage only. with TPO roofing and decking pitch 1/2/12 Flat roof 9 squares. I by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications. applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thispermit. I further attest that I am 1 Clod to include all entities named within this document as parties to the work to be performed and that er or rsclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNE, or CONTRk TOR (Circle one) Date I. This permit was issued based on the information provided in thepermit 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. 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 Oficial 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 applicable code Qr any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE NADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. I FOR OFFICE USE ONLY I # City of Date: L l Wheat Oge COMMUNITY DEVELOPMENT Plan/Permit# Building & Inspection Services Division Z U 1 1 C) W U; 7500 W. 291h Ave. Wheat RidCO 80033 Ridge, Plan Review Fee: Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(D_ci.wheatridge.co.us Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: (2 --Z I Property Owner (please print): � I rA {. Phone: � v �'"� y �J Property Owner Email: C Mailing Address: (if different than property address) Address City, State, Zip: Architect/Engineer: Architect/Engineer E-mail: Contractor: Contractors City License #: Contractor E-mail Address: Sub Contractors: Electrical W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # r A Phone: Phone: Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL [Ve�ESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION (RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Sq. FULF Amps )zQIrl v+�e (�oo r,", a,AJ P""Oolov-e ofhe R27Lce P, e- F �C, C k -7-p Q -too 0 Btu's d,e c k,J'?-5 29X Z:TiD-, o0 Pt�s . �0o(- P,k 12 X Ifz Gallons Squares 9 Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) , C) 0 0. C: o OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER/) (CONTRACTOR) Signature (first and last name): DATE: /r ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ City of Wheat Ridge Residential Demoliti PERMIT - 201708839 PERMIT NO: 201708839 ISSUED: 11/03/2017 JOB ADDRESS: 6995 W 33rd AVE EXPIRES: 11/03/2018 JOB DESCRIPTION: Residential Demo of Patio Awning,15ftx10ft=150sgft. *** CONTACTS *** OWNER (720)231-4748 BURNETT, TIMOTHY *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 600.00 FEES Total Valuation 0.00 Demolition Fee 50.00 ** TOTAL ** 50,00 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2014 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorize? to obtain this permit and perform the work described and approved in conjunction with this ermtt. I further attest that I am nor authoriz d to include all entities named within this document as parties to the work'to be performed and that all wor a is se t this document and/or its' accompanying approved plans and specifications. �, yI Signature of OWNER nor NTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2, This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3, If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5, The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief- °'ff`Icial it s Date REQUESTS MUST Bi�MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. «` City of ` W heat j�idge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: /' 1-7 Plan/Permit # �� 0 / Plan Review Fee: C)� Building Permit Application � V. *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Property Owner (please print): �) wt Property Owner Email: q C i Mailing Address: (if different than property address) Address , State, Architect/Engineer: Architect/Engineer E-mail: Contractor: Contractors City License #: Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # ciA(/ U li Phone: c, C"ci Phone: Phone: Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAID. or REPLACEMENT El OTHER (Describe) f7-e"� c 1, t , b,I (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) 2-e V) IV Sq. FULF ✓ L) ' Btu's Amps Gallons Squares / Other Project Value: (Co4ract value or the cost of all materials and labor included in the entire project) 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. CIRCLEONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ City of Wheat ii!dgle COMMUNITY DEVELOPMENT Official Certification of Property Owner for Non -Trade Specific Permit THIS IS TO CERTIFY that I, the property owner, by my signature, attest that I currently own the project property. I attest I am personally performing all work, without the assistance of hired or professional workers, or, if hiring sub -contractors, have the contractors doing the work listed on the permit. Consultations and inspections will only be performed with the homeowner of record present at the project property. ZI m the owner and live in the project property. Property Owner(s): Project Property: Project Type: -- a Notarized signature of Applicant State of Colorado } County of T1-JiT.1v.— } ss vCn 1(�C'Ck/ ISL'r'Pl - e Coo i �D. 00033 Thee foregoing instrument was acknowledged by me this day of Sv-, 20 by ROBIN LEE EATON Notary Public State of Colorado Notary ID # 20164034534 My Commission Expires 09-08-2020 My Commission Expires G a�2001 Notary Public DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT N0. ME93#5565 237-6944 Exr. 255 P.O. eOx ssa CITY OF WHEAT RIDGE, COLO. . THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILOING INSPECTOR ANO RECEIPTED BELOW. ~e•PPUCATION FOR MISCELCANEOUS PERMI JOB ADDRESS ~ 99S G✓ 33,"` F"Z OWNER ~'~"p.""-`- ~CI&.A- CONTRACTOR S~GNL~~ ~L.~G?!r'iC Ca ADDRESS fe- G.p~ 3 ~ ADDRESS .33 ~ LO~.) PHONE a3 &g a I ZIP CODE ~33 'CITV _1 Er(/✓G.e ZIP CODE ~~-<1 ONTRACT PRICE $ PHONE 4 77^ ~//G LICENSE NO. I. TYPE Ground❑ Woil❑ Proieetinq❑ Ofher SorDFocs 2. MATERIAL Totol Squara Faet SIGNS 3. ILIUMINATION Ysa❑ No❑ TYDS n---:•N-..... 4. SET BACK FROM PROPERTY IINE N_ S_ E_ W. ~ (Spxify whieh ia front ) ❑ ❑ ❑ . I. TYPE SolidE] Moro Than 80% ODsnO Lut T INSPECTION TICKET ' FENCES MATERIAL ' 3. SET BACK FROM PROPERTY LME N_ S_ E_ W. qDDRESS l9 (^1 S_ (Specify whieh ia tront) ❑ ❑ ❑ I. . OTHER 2 3 DATE: BLDG. PERM a SSG S DRAW SKETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHER STRUCTURE,GI1 (SETBACKS OR PROJECTIONS INCLUDED) PERMITN BLDG. CONTR. d~~ SUBCONTRACTOR DATE INSP. REQ. L ` ~ ( TYPE OF INSP. INSPECTION fiEMARKS STREET NAME SHOW DISTANCES FROM THE MAIN BUILDING TPADJOINING HOUSES, STREETS, i DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. W.R.FORM 6.79 I APPLICATION fOR PLUMBING;. ELECTRICAI THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORI PERMIT WILL EXPIRE 60 DAYS FROM DATE OF ISSUANCE !F W 6 4)--~^-~- f ELECTRICAL PERMIT STATE LICENSE N0. & PLUMBING PERMIT STATE LICENSE N0. MECHANICAL PERMIT _ F AI.UMI NUAt WIRE UNDER SRE B ILLEGAL FLOOR BSM I ST 2ND 3RD 4TH N0. FlEl:Circle0ne qI Propane C.ool Etx Solar N0. WATER CIASET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE AMPS BATH TUB STEAM - 8TU CHANGE SERViCE-AMPS St10WER AIR CONDITIONING-BTU UGHTIN6 SINK OTHER HEATING GARBAGE DISP. REFRICaERATION SYSTEM POWER SUB-CIRCUITS WATER HEATER qefri eront Group UTILITY(RANGE,DISPOSER,ETC) AUTO.WASHER Pounds CAar e FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS d CONTROLS FLOOR DRAIN ELEVATOR SIGNS URINAI TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES I hereby acknowledqe ihat ihis opplico- Tion ia eorroct and understand ihaf I connof stort fhis project unfil this oppli- eation ia approved. I shall comply with the lawa of the S1ote of Colorodo and to }hs Zoninp Requlafiona ond Buildinq Code of the Cify ot Wheat Ridqe. Any violation of the above ferma will cause immediate revoeafion of this permit. AJ g /L _ii, PERMIT FEE USE TAX I TOTAL FEE ~~oqd' I I CHIEF BUILDI ,CityofU'Vheat Ridge Date Issued q-o- 6r y3 NOT VALID UNLESS RECEIPTED o701r''~ CALL 237-6944 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS 40Glieonb 9i0nalun