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Home My WebLink About4541 Reed Streeti CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: /3/--/ Job Address: S• `// f e S.� Permit Number: ?.-V / 0 S '/ 30 r I 4 ❑ No one available for inspection: Time O =,36 M Re -Inspection required: es No When corrections have been made, schedule for re -inspection online at: httpJ/www.ci. wheatridge.co. usrinspection Date: 7///;--,:2a Inspector: -S/0 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE 1 - Building Inspection Division 'k-- (303) 235-2855 Office , INSPECTION NOTICE Inspection Type: Job Address: .S 7 Permit Number: Z-0 ❑ No one available for inspection: Time Re -Inspection required: Yes "-No When corrections have been made, schedule for re -inspection online at: http://Www.ci.wheatridge.co.uslinspection Date: Inspector: .5 fe DO NOT REMOVE THIS NOTICE � ► � i City of Wheat Ridge Residential Addition PERMIT - 201705930 PERMIT NO: 201705930 ISSUED: 10/11/2017 JOB ADDRESS: 4541 Reed St EXPIRES: 07/05/2020 JOB DESCRIPTION: SWO Residential Addition and remodel of existing, new electrical, and mechanical; 725 sq ft addition with new entry way; adding 15 house; new attached 3 car garage, full interior remodel; New total living space is 3,018 sq ft *** CONTACTS *** OWNER (303) 210-8034 FEES SUB (720) 459-1351 Plan Review Fee SUB (303)423-1982 31885.00 SUB (303) 422-0109 Extend Expired Permi SUB (303) 278-1332 240.00 **REVISION 12/2/2019: Redesigned roof line; No added valuation KUNZ DEAN D Bruce Hansen Bernie Algard Louis Buccino GARY RAY HALL plumbing ft back of 150295 B&M Electric 017790 Four Seasons Heating, Inc. 018490 Buccino Plumbing 020580 CIRCLE H PLUMBING & HEATING *** 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 11092.20 Use Tax 31885.00 Permit Fee 11680.30 Extend Expired Permi 240.00 Extend Expired Per 2 240.00 Extend Exp Permit 3x 240.00 Investigative Fees 11680.30 Plan Review Addll 60.00 ** TOTAL ** 91117.80 *** COMMENTS *** UA / Unassigned 0 / PROJECT VALUATION: 185,000.00 *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. All roughs to be done at Framing 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. Consultations and inspections will only be performed with the homeowner of record present.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. As part of the foundation inspection and PRIOR to the placement of concrete and before proceeding with any further construction, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Landscaping removed or damaged during construction must be replaced prior to final inspection. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. 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 Official 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. City of �W heat l:k Cclm'UNITY DI;VFLOPMFNT City of Wheat Ridge Municipal Building 7500 W. 291' 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,(d!ci.wheatridae.co.us or fax to 303-237-8929. Party requesting permit extension: Permit #, ��7 S .�c� Property Address: Vc- Vl Phone # 3ba, Email Address:d e h„ny,4rr_»� rmej D Reason for extension request: r N,4 t 1., , s 0 ,L �S Number of days requested: Printed Name 5T-40 ao For office use only This request has been: XApproved ❑ Denied Extended until: 7/05/2020 Approved by: Date: 6/05/2020 wivwxi.wheatridge.co.us City of' WheatFj, 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: perm its(Qci.wheatridge.co.us FOR OFFICE USE ONLY Date: Add to Permit # Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Owner Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Contact Person: Contractor: Contractors City License #: Contractor E-mail Address: Phone: Jr� 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). C/ Description of revised/amended work: 2A�'D U 3.M1NO2 IW-, C.MoJi- GNww, Sq. Ft./LF Amps Btu's SDI 7Z EC W26 d r- �4N►6-VV412 W oeAC - ! . EN C( -o5 W6- PAM o Z. �'vt P"3lz LAY ©r3- 19)FM. Wim Nr -re -)03 SET 7-0 Sk i ►� Sty 7 /N AJ i�- Gallons Squares Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) 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. CIRCLE ONE: (OWNER) CONTRACTOR) or (AU IOR EDREPRESENTAT VE) of (OWNER) (CONTRACTOR) 1 \ PRINT NAME\: (�SIGNATURE: DATE: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT OMMENTS: Re PUBLIC WORKS COMMENTS: Reviewer PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Requir:d Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION 96o r� Building Division Valuation: i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: i(t z cm Permit Number: �lr jYlifs l� 0P ❑ No one available for inspection; Time AM/PM Re -Inspection required: 'e No When corrections have been made, call for re -inspection at 303-234-5933 r Date: '_ - 7/? d Inspector: �X- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: e4R52 &Ll5g� F / Job Address: `'L5 1 o Permit Number: '°?r �� ❑ No one available for inspection: Time� ASPM Re -Inspection required: Yes No When corrections have been made, sch dule for re -inspection online at. httpL(Avww.ci. wheatridge.co. uslinspect y-� City of Wheat Ridge Residential Addition PERMIT - 201705930 PERMIT NO: 201705930 ISSUED: 10/11/2017 JOB ADDRESS: 4541 Reed St EXPIRES: 06/02/2020 JOB DESCRIPTION: SWO Residential Addition and remodel of existing, new electrical, plumbing and mechanical; 725 sq ft addition with new entry way; adding 15 ft back of house; new attached 3 car garage, full interior remodel; New total living space is 3,018 sq ft *** CONTACTS *** OWNER (303)210-8034 KUNZ DEAN D SUB (720)459-1351 Bruce Hansen SUB (303)423-1982 Bernie Algard SUB (303)422-0109 Louis Buccino SUB (303)278-1332 GARY RAY HALL 150295 B&M Electric 017790 Four Seasons Heating, Inc. 018490 Buccino Plumbing 020580 CIRCLE H PLUMBING & HEATING *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 185,000.00 FEES Total Valuation 0.00 Plan Review Fee 1,092.20 Use Tax 3,885.00 Permit Fee 1,680.30 Extend Expired Permi 240.00 Extend Expired Per 2 240.00 Extend Exp Permit 3x 240.00 Investigative Fees 1,680.30 ** TOTAL ** 9,057.80 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. All roughs to be done at Framing 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. Consultations and inspections will only be performed with the homeowner of record present.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. As part of the foundation inspection and PRIOR to the placement of concrete and before proceeding with any further construction, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Landscaping removed or damaged during construction must be replaced prior to final inspection. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. 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 e legal owner of the prop and am authorized to obtain this permit and perform the work described and approved in conjunction with this p rt. I further attest th I am legally authorized to include alI entities named within this document as partes to the work to be performe and i all wor o be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of O or CO TRACTOR (Circle one) Date 1. This permit wa sued based o the information provided in the permit application and accompanying plans and specifications and is subject to the co liance with ose documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall ex ' 365 s after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date 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, any violation of any provision of any applicable code or any ordinance pryregulation 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 j� COMMUNITY DEVELOPMENT ,ge 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 permitsAci.wheatridge.co.us or fax to 303-237-8929. Party requesting permit extension Permit Property Address: ACCA ST, Phone # ',-x:> EmailAddress: Reason for extension request: Number of days requested: Printed Name: J4a._\"'bJ For office use only This request has Approved by: Signature: - Date: 11�u ❑ Denied Extended until: OD Date: www.ci.wheatridge.co.us i tITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �`� `� e44 z� Job Address: Permit Number: ❑ No one available for inspection: ' - ® / AM/P Re -Inspection required: Yew o When corrections have been made, call for re -inspection at 303-234-5933 Date:_55 Inspector: --- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: PermitNumber: ❑ No one available for inspection: Times / "AM/,OM Re -Inspection required: Yes t Noi When corrections have been made, call for re -inspection at 303-234-5933 Date: ``2 • V �' Inspector: ' DO NOT REMOVE THIS NOTICE I i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: X_ Job Address: Permit Number: c:�2 9�)) '; 3,�r) ❑ No one available for inspections Tirnc AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:-") Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE— Building IDGE_,Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax y� INSPECTION NOTIPE Inspection Type: Job Address: - Permit Number: T� ❑ No one available for inspection: Tim Re -Inspection required: Yes l No When corrections have been made; c I or re-" ction at 303-234-5933 Dat '� Inspecto i CITY OF WHEAT RIDGE _:�9�*Building Inspdcton Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Sa f _R :'�:�,& ,- q N) Li Job Address: 4`5, 121E�77, Permit Number: __ )-c2 zff�) 5- '7;3 J ❑ No one available for inspection.; Time Re -Inspection required: Yes( No When corrections have been made, call for re -inspection at 303-234-5933 Date: �; / �' /I1 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspe on Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECT11%NOTICE Inspection Type: '3/�--a--�— Job Address: "' % e1 -7) 1 -- Permit Number:n J� ❑ No one available for inspection: Time`% 5� M -M Re -Inspection required: Yes lo -7 ter; When corrections have been made, ca 1 for re -inspection at 303-234-5933 I - / Date: l 4�'� / Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: a2 Job Address: Permit Number: tj �s'� a ❑ No one available for inspection: Time ,i4MyPM Re -Inspection required: Yes N When corrections have been made, call for re -inspection at 303-234-5933 Date: (4c ' Iq Inspector: -'�----__ DO NOT REMOVE THIS NOTICE i CITY 00'iNHEAT"RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 1 c> ❑ No one available for inspection: Ti Re -Inspection required: Yeo ''When corrections have been m de, ca for re -inspection at 303-234-5933 Da — �� Inspe r. DO NOT R VE THIS NOTICE #<r 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: Job Address: Permit Number:t ❑ No one available for inspection: Tim �,,"�M Re -Inspection required: Yes®,No When corrections have been made, cI r re -inspection at 303=234-5933 Date&�-'' Inspecj l DO NOT REMO THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number:t,� ),No one available for inspection: Time AM Re -Inspection required: Yesr No r When corrections have been made, call for re -inspection at 303-234-5933 Date: �Gr ' l Inspectol"2"Z DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Addition PERMIT - 201705930 Ili PERMIT NO: 201705930 ISSUED: 10/11/2017 Sn JOB ADDRESS: 4541 Reed St EXPIRES: 12/03/2019 s_ JOB DESCRIPTION: SWO Residential Addition and remodel of existing, new electrical, plumbing and mechanical; 725 sq ft addition with new entry way; adding 15 ft back of house; new attached 3 car garage, full interior remodel; New total living space is 3,018 sq ft *** CONTACTS *** OWNER (303) 210-8034 KUNZ DEAN D SUB (720) 459-1351 Bruce Hansen 150295 B&M Electric SUB (303)423-1982 Bernie Algard 017790 Four Seasons Heating, Inc. SUB (303)422-0109 Louis Buccino 018490 Buccino Plumbing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 185,000.00 FEES Total Valuation 0.00 Plan Review Fee 1,092.20 Use Tax 3,885.00 Permit Fee 1,680.30 Extend Expired Permi 240.00 Extend Expired Per 2 240.00 Investigative Fees 1,680.30 ** TOTAL ** 8,817.80 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. All roughs to be done at Framing 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. Consultations and inspections will only be performed with the homeowner of record present.Wo rk 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. As part of the foundation inspection and PRIOR to the placement of concrete and before proceeding with any further construction, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Landscaping removed or damaged during construction must be replaced prior to final inspection. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. 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 b egal owner of the property nd am authorized to obtain this permit and perform the work described and approved in conjunction with t isppe . I furl r attest that I legally authorized to include all entities named within this document as parties to the work to be p rtorme nd tha work to performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNE,Io CON CTOR (Circle one) Date 1. This permit was issued ased on t e information provided in the permit application and accompanying plans and specifications and is subject to the complianc with tho e documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 3 days er the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of ion. 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, anew 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 app! able code or ant ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Cb(ef Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City Of W heat Idg� COMM Y DEVELOPMENT E 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 permits(aki.wheatridge.co.us or fax to 303-237-8929. Party requesting permit extension: Permit # , -o t 7 y 99 3y Property Address: q Sq/ lm_zz <_: jr' Phone# �©`� �� j� - 3 Email Address:do'nocAluck.4/ Reason for extension request: Number of days requested: Printed Name:.) For office use only This request has been: Approved by: 21,Signature: Date: ❑ Denied Extended until: Date: Q ?j h nj www.ci.wheatridge.co.us r 1 i CITY OF WHEAT RIDGE �(303) Building Inspection Division(303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -5-1'7 - Me4et) 0,4 lg4uce-c Job Address: 19S-9/ 1�:ee S-� Permit Number: a O 1-7 t, S -q 3 n CA ❑ No one available for inspection: TimeAM PM Re -Inspection required: Yes CN� When corrections have been made, call for re -inspection at 303-234-5933 Date: S % Inspector: _ . DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building lnspe tion Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: -4, Permit Number: ;r �/ " ,S' 3C5 ❑ No one available for inspection: Time x'194 A PM Re -Inspection required: Yesf No *When corrections have been made, call for re -inspection at 303-234-5933 Date: / �I Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: r lei G Job Address: Permit Number:�� p ❑ No one available for inspection: Time! I in> -C .AOPM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: ! Inspector%1'�-',-," p . -. . %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 NOTI E "10D_ C om. i1 a,�i,r,� Inspection Type: 3 c 3 - Job Address: 9S --)l Permit Number: --D 0 1'7 a s- 9 -3 0 ❑ No one available for inspection: Time 9:: -;)q AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: i t . // Inspector: _�_L DO NOT REMOVE THIS NOTICE i CITY OF WHEAT BILGE BuilYing Inspection C ivision I� (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTI NQTIQE 303- 'o-x,n� Inspection Type: _32-2- wca 1 N Job Address: H S -IL! 1 P, e e g4 - Permit Number: ':2 017 © " 3 a a v 4e t` - 0 4-c1 I CX nvas- ops L1ol�s t� 1i ©k ❑ No one available for inspection: Time's _ 3 AM/ I� Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: . 03 -234 -Date:. //, Inspector: 72� DO NOT REMOVE THIS NOTICE a- 3 i CITY OF WHEAT RIDGE ��P�Building Inspection Division (303) 234-5933 Inspection line '(303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Se-� vin ` t 1 '�� C_ Job Address: c,, Permit Number: c) C)V� 0 �� ld all "biy, ❑ No one available for inspection.: Time I _D1,11 ' AM/6M Re -Inspection required: Yes9> When correctionshavebeen made, call for re -inspection at 303-234-5933 Date: i I Inspector:" DO NOT REMOVE THIS NOTICE o ® A i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 'F-oc)y Job Address: H SL -1 1 j �r C P n S Permit Number: aoI'1 O "� Cl '1)('� C 3 ❑ No one available for inspection, Time /PM Re -Inspection required: Yes 6�) When corrections have been made, call for re -inspection at 303-234-5933 Date: I S ! 1 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: C -c Permit Number: C_), on CSS C{ _� () ❑ No one available for inspection: Time ? 5u ° AM/PMS Re -Inspection required-/ Yes )No When corrections have been made, call for re -inspection at 303-234-5933 Date:—k Inspector: VA_ 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 Job Address: Permit Number: 2. o! 705�13!} °r LINo one available for inspection: Time �1 f- Q ipm Re -Inspection required: Yes /No When corrections have been made, call for re -inspection at 303-234-5933 Date:00 � Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 105 - STE-�� WA -1,(,Y Job Address:{ f' (6, CD St - Permit Number: 001 -� C) S"I 0 ` Gm� tiM r�lc- �n��'��C'-n�M• ❑ No one available for inspection: Time A PM Re -Inspection required: Ye6 When corrections have been made, call for re -inspection at 303 -2 4-5 33 2 Date: 107, 1G11iInspector: Dm / Axl�_ DO NOT REMOVE THIS OTICE 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: /0-3- 5 Job Address: L-1 5-11► Permit Number: 2 0/ 7 0 Sq -3 0 ❑ No one available for inspection: Time `i3 = Re -Inspection required: Yes @� When corrections have been made, call for re -inspection at 303-234-5933 Date: / 0 &V q/ //S Inspector: DO NOT REMOVE THIS NOTICE oS9 30 Cityof �W heat fge MUN1TY" D'Li'tL(-)PNILN City of Wheat Ridge Municipal Building 7500 W. 29m Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION This form, including the Exhibit on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification must be submitted for review and approval prior to the placement of concrete and before proceeding with any further construction. DATE: 10.19.2018 PERMIT# -:�c3 I S 01 3 e, ADDRESS: 4541 Reed Street LOT 8 , BLOCK 2 , Columbine Heights SUBDIVISION I hereby certify that the location of the proposed structural foundation for the property described above has been laid out by me or directly under my supervision. The foundation setbacks for proposed corners as stated herein have been found by me to be in compliance with all civil engineering and Building Permit construction plans as approved by the City of Wheat Ridge. The MINIMUM SETBACK DISTANCES from the property lines are determined to be: FRONT: 25' REAR: 10' SIDE: 10' SIDE: 5' If in floodplain, the MINIMUM ELEVATION determined to be N/A (NAVD88). The above measurements have been determined on the following location: Check only one): XX Top of proposed foundation prior to placement of concrete Top of foundation subsequent to placement of concrete The setback and elevation #measurement locations are identified on the attached exhibit. Signed Print Weston D. Spears Professional Surveyor ,A D V r 10/19/2018,,,, 33056 Date 10.19.2018 FOR FFICE USE ONLY Approved by: /o/ l In/ecr6r Date L U0� heatrid.2c.co.us Rev 09/18 11 TELLER MANOR SET N0. 4 REBAR AND LOT 12 CAP PLS 26296 5' WITNESS CORNER 1 *414 09 _ I LOT 13 N 8954'12" E 139.28' z LOT 8 ------- 15.7' -------- 14.7' 34.5' BLOCK 2 COVERED 0.24 ACRES PATIO " NADDITION 4.' S I I 32_2'---- 15.7' 4.9' EXSTINGO SINGLE STRY BRICK HOUSE LOT 1 GARAGE `q '^ 2.0 11.8' 21.6' 9.8 32. I N.T.S. _ I I L -----1-------------------- CONCRETE N I SETBACI( NNE (TYP) I I I FENCE S 89'54'12" W 139.27' (1397) LOT 2 LOT 7 zo (-) C) sq 3D 29.4' I I i I �I I V Z O JI I I I - CONCRETE DRIVEWAY HQ Wz o En W � �o FOUND 1/2" o SMOOTH ROD AT 3' OFFSET o N D O L Ice N D Sp ,` ti(P NOTICE TO SURVEYOR: No elevations shown on approved plan set. %I. Elevations shall be shown for ALL foundation corners. � io/19/2oi 38056 2. Foundation corners with minimum elevation and setback distance shall be identified. O 3. Drawing must be properly oriented (North = top of page). .� 4. Show the roadway in front of the property. 1 5. If drawing is to -scale, provide the scale. If not to -scale show as N.T.S. LL L� Rev 09/17 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: 31 d, T- m 19 mt.�p Job Address: q 5_V1,0S'- Permit Number: ol &o?{ ❑ No one available for inspection: Time VUy AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: )0 / Inspector: L� 7Y DO NOT REMOVE THIS NOTICE City of " Wheat jAe MMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29`n 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 permits4,ci.wheatrid eg co.us or fax to 303-237-8929. Parry requesting permit extension: Permit 4!421:20 S J 36 Property Address: 9S j k --�-, Phone #, pC2 Email Address: ` Reason for extension request: ao iZ CC T Number of days requested: Printed Name: — Lz_ Signature: Date: /D For office use only This request has bee : Ap ved ❑ Denied Extended until: 1` Approved by: Date: www.d.wheatridge.co.us City of Wheat Ridge Residential Electric PERMIT - 201802674 PERMIT NO: 201802674 ISSUED: 10/03/2018 JOB ADDRESS: 4541 Reed St EXPIRES: 10/03/2019 JOB DESCRIPTION: Temporary electric - 200 amps *** CONTACTS *** OWNER (303)210-8034 KUNZ DEAN D SUB (720)459-1351 Bruce Hansen 150295 B&M Electric *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,250.00 FEES Total Valuation 0.00 Use Tax 47.25 Permit Fee 93.35 ** TOTAL ** 140.60 *** COMMENTS *** *** CONDITIONS *** Must comply w/ 2012 IRC & 2017 NEC. Subject to field inspection. I, by m signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications= applicable building codes, and all a licable municipal codes, policies and procedures, and that I am the legal owner or have been authortzed the legal owner of the property dam authorized to obtain this permit and perform the work described and approved in conjunction with this e` , rt. I further attest that I legally authorized to include all entities named within this document as parties to the work to be erforme�and that avork to performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNVue�kased A�on CTOR (Circle one) Date I . This permit was iinformation provided in the permit application and accompanying Flans and specifications and is subject to the complia ce with thos documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expir 365 days a r the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the dat of expirat' n. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subjec aL equal to one-half of the original ermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a 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 ordinai 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. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: 10 3 Plan/Permit # Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Owner Property Owner Email: Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: Cl -� ± Lc-:�6 '-�> ) City, State, Zip:l✓T JhCC.r 4 P, J ,. Co Phone Orr_hitect/Enginaerm AW41C12�2c Architect/Engineer E-mail:(, J(t'p J'S(__C J'S(-_Ct ..Q4dn.-+ = Phone: %,-)n -a 7 35��% ) cc to\ Contractor Name: City of Wheat Ridge License #: Phone: Contractor E-mail Address: For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Phone: CONTACT EMAIL(please print): Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # I�i�'f r'Zc.=C1'/C1L Other City Licensed Sub: Other City Licensed Sub: City License # City License # ❑COMMERCIAL XRESIDENTIAL 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. '; yo vo 4CO �'�l`� ��f�i N I�rsGc�•vc=cT S'�" 06e -c -z - Sq. FULF BTUs Gallons Amps Squares 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) rata) eO'-) O"'NER/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 (C TRA R) or ( THORIZED REPRESENTATIVE) of (OWNER) (CON/TRACTOR) Signature (first andlast name): DATE: Zo 3 'y Printed Name: DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: CONSTRUCTION TYPE: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuation: A i CITY OF WHEAT RIDGE Vr Building Inspection''Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -3) S- S o w e r �a n Job Address: q 5- �l ) R eed S � Permit Number: -0 p l -7 o s 9 3 0 Wei �a, n ArZ__ Ved ❑ No one available for inspection: Time - 3 AM PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date:_51 / & IJ :K Inspector: 'TL DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Addition PERMIT - 201705930 PERMIT NO: 201705930 ISSUED: 10/11/2017 JOB ADDRESS: 4541 Reed ST EXPIRES: 10/11/2018 JOB DESCRIPTION: Residential Addition and remodel of existing, new electrical, plumbing and mechanical; 725 sq ft addition with new entry way; adding 15 ft back of house; new attached 3 car garage, full interior remodel; New total living space is 3,018 sq ft *** CONTACTS *** OWNER (303)210-8034 KUNZ DEAN D SUB (720)459-1351 Bruce Hansen 150295 B&M Electric SUB (303)423-1982 Bernie Algard 017790 Four Seasons Heating, Inc. SUB (303)422-0109 Louis Buccino 018490 Buccino Plumbing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 185,000.00 FEES Total Valuation 0.00 Plan Review Fee 1,092.20 Use Tax 3,885.00 Permit Fee 1,680.30 Investigative Fees 1,680.30 ** TOTAL ** 8,337.80 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. All roughs to be done at Framing 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. Consultations and inspections will only be performed with the homeowner of record present.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. As part of the foundation inspection and PRIOR to the placement of concrete and before proceeding with any further construction, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Landscaping removed or damaged during construction must be replaced prior to final inspection. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, '1 'EBQ SSRNISng ONIM0770J 3HI N0I103dSNI 2503 EYQ SSaNISag A" Nd6S:TT 7.9 ZQYN 88 IS= S.LS3nb3H ale4 iuloujo Suipling jaigD jo a.TnleuOiS 'uorloodsui piar of loofgns sl �laomjo jmoddd •uopipsunf sigl jo uoilein2a r .To aout,wplo Cue .To apoo olquoilddt, ,(uu jo uoisinoad Xue j6 uoileloin Ue `Io lenoaddu ue jo `aoj 3rw.Tad a aq of pbn.ilsuoo aq Iou llugs liur5ad e jo 2uiluea� ao aout,nssf aqZ '< [ P PI fl qt 3 l q 3 1 u 3 uoTSTnTa saornaa uogoadsu ut, dui m a woa conn ons o t,noadde ua ung nog;inn �LTonn It,aouoo ao paaooad lou pegs pue suo►35adsuT pa.r boja lU jo Xoilod pagsilgelso glint aout,pa000t, ui uoisrnrQ saorn.iaS uoiloadsul put, Ouiplmg aqI �rlou pegs Sap oq liw►ad agZ '< leno.rddt, oyroa s pue aoiad lnoglim .ralemio mod leanleu aql jo'a2uego > ui slinsai pt,gs legl paw.rojaad oq ilegs aauut,w �ut,�o wii3dIOM ol\i 't o uouaaosip alos agl lt, s sliuuad paaidxaJo uoisualxa ao aaut,nssr-a ruuad nnau Cut, oaIenoTdde ommunO aousaanuaooSoT 30 2uippng jaig0 oy �• 3 I 3 P pue saa3 `sluawaamba.T paepums agl of toafgns oq Ilt,gs Iiwaad ,tiau u jo annus •paurelgo oq of po.unbaa aq Xuw liwaad m u `sandxa imiod sigldl 'f aa} IrwTadlleui3i.ro aql jo jleq-auo of ienba aaj t, of toafgns aq Xew put, It,IDUJO uipling }aigj agt3o uoitaaosrp aql to patut,T� oq opt,m sX P pgl uegt wow ou jo uo►suatxa ud •uoi aqt 01101 d paniaoat pue $uilun' ur opew aq tsnw uorsuatxa .Toj stsonba2l Clrnilot,�o ssalpae531 aout,nssr3o att,p aql as e sxep S9£ an it,gs *iwIad sTq L 'z 'sompaooid pue saioi od `suor eln2aa `saouewpio `satntels ;)t roTlddt, lit, pue `stuawnogp sogl qj!m ooui?rld o aqt of loorgns si pue suorleor�ioads pue sut,l� dui Cue w000t, put, uo4� ogddt, Iiw.Tad oql ur papinoid uorlt,wag3ui qt uo paseq panss Um tiwaad sigl ' I ale4 (Quo alol.D) do LD .I NOD ao LIMO ,to a.rnit,u&S 'suogeogpods put, sut,ld panoiddt, demur CUedw000e ,slr .So/put, uawnoo sr u5 oso osi sl awao .Tad a aq of 1aon� agt of saryrt,d se tuawnoo sr ur I P ql P I P P t �aom 11 qI pu, p ql gtim pawt,u saitqua JIB apnloui o1 paMOL[tne XIILIZal w ;t,gl Isom nggn3 I glin� uoitounfuoo ui panoadde pue paquosap �l.ron� ayl wToiaad pue imiaad sigl uieigo of pazi.Toglne we pue adoid ogldo.raunmo par_iaoglne ueaq aneq ao aaunno It,�al ai urt, I lt,gl pue `somp000id pue saroilod `sapoo ledioiunw algt,oilddt, llu pue `sapoo 5uiplm� ,, . oUpods pue sueld panoadde nuiXuedwoom, lit, glinn XIdwoo llt,gs pawToj.Tad aq oI NJonn aql legl lsallu XgaTaq op `a.mii u' T98Z-S£Z-£0£ ;12 quawq.zpdaQ sxzoM o?Tgnd 43pquoo !peainbaa aq Apui gTwaad PM-jo-gg5T.z K • sTL-T.zaT2w .z-2Tzwzs zo szanpd aiotaq City of �W heatdge MUNrry DEVELOPMENT R OFFICE USE ONLY Date: 'Zi // 1 / Plan/Permit #CJ I ,7 /) Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 � Plan Review Fee: Office: 303-235-2855 *Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(ci)ci.wheatridge.co.us _ Building Permit Application Please complete all highlighted areas on both sides of this form. Incomplete applications ma p ' es ` Property Address: Owner Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer E-mail: Contractor: Contractors City License M Contractor E-mail Address: Sub Contractors: Electrical. 84'g1 4 /cc 4i-iCQ W. R. City License # d S U a.9 S Other City Licensed Sub: 'ity License # a z7ri7 Phone:'/C-�3`% Phon3 / 0 Plumbing: per l ex-, II UM LI A5 W. R. City License # 6 a,4 "16 Other City Licensed Sub: City License # Mechanical: /bra GG ---..04% W.R. City License # J ; r; Complete all information on BOTH sides of this form Rev. 03/2017 RESIDENTIAL Building Permit — Plan Review Worksheet Address: S Z-/ / V? L� � 17- Zoning: 12- — --z- Lot Lot Size: J co) 4,1 '7 o sq. ft. Lot Width: -7S ft. Property in the flood plain? If yes, notify PW Floodplain Administrator and add surveying condition FLD Type of project (applicable survey conditions in parenthesis): ❑ Accessory ISP, ILC or site plan none if in floodplain (FLD) Addition ILC and site plan if Win 2' of setback or in floodplain (FND) if in floodplain (FLD) ❑ New ILC and site plan yes (FND) if Win 2' of setback (NRS) if in floodplain (FLD) Maximum Lot Coverage: qb % Existing Improvements: House: 1-7o 1 sq. ft. Shed: sq. ft. Detached garage: .5`7 U sq ft. Other: sq. ft. Total Existing Lot Coverage 2_Z_TS 2 2 sq. ft sq. ft. Proposed Improvements: House/addition: sq. ft. Shed: sq. ft Detached Garage: sq. ft. Other: sq. ft. Proposed+Existing S Li sq. ft Lot Coverage 3 `'j % r iH1tV j •Z� i $_. .k Required Setbacks: FR 25 S `� R l'O a&N h M T "c"SE2 I4Lt-c � t-�L . k Provided Setbacks: FRI,ecn : r 1� S 5- S ZZ •H R � 2i� " For additions or new construction, is thest cure wit�Ytin 2 feet of minimum setbacks? If yes, add surveyingondition ND. Maximum Height: 'I) _5 ft. Maximum Size: / sq. ft. Proposed Height:ft. Proposed Size: `' sq ft. i Does the bulk plane apply? (Y/N) 0 If yes, does it meet on all sides (Y/N): FR S ' S R -- (See 26-642 and 26-120.C.1 - applies to all single-family structures (new, addition, accessory) in R -1C and R-3) Parkland Conditions j Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? N If yes, have parkland dedication fees already been paid (eg with a previous land use approval)? N If\ If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG. Streetscape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots ❑ New development ❑ Additions that increase floor area by 60% or more — use formula: (proposed floor area tic - existing floor area �_ Zf-S ) / existing floor area _ _65 % inc. If any box above is checked... (see next page) Rev. 03/2017 For SF/DUPLEX—Is there existing ❑ Curb ❑ Gutter L35 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY—Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. Other Conditions Access (applies to all new driveways, garages, additions, or new homes/units) ❑ 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. ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. ❑ In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. ❑ For all uses, one access point per property is permitted. Landscaping (applies to additions and new dwelling units) ❑ For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Street trees required: Street trees provided: ❑ 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. jr��D g -L's _ r^ a,RJ City Of Wh6at�dge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHOWZATION FORM Project Address: 5/ General Contractor: Electrical Contractor Company Name:_ State License #: Signature of Authorized Agent Plumbing Contractor Permit #: Phone #: Master #: %"06/'� Date , Phone #: P Y vcc i,, a ,r, Com an Name: ,� � f �, State License #: / Q Master #: Wheat Ridge ' ense #: Signature of Authorized Agent Date Mechanical Contractor company Name: /=ou,.s Phone: -10 y� 3 - /�Sra• Wheat Ridge License #:-, r}-� , S .1 Signature of Authorized Agent bate *This application must be signed by each sub -contractor confirming the same, City of wheat id 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): ),,�= Project Property: Notarized signa'fure grAppkant State of Colorado } County of _111- 212-sSdAJ } ss The foregoing instrument was acknowledged by me this � day of iqU, 20A2 by JOLA ADAMS NOTARY PUSLIC STATE OF COLORADO NOTARY ID 19974009402 MY COMMISSION EXPIRES MAY 23. 2021 My Commission Expires �.�3/20 9) Notary Public Cit} of Wheat �dge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303,235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 6- A7- 17 Project Address: Name of Firm/individual submitting documents: Project Type/Description: Ali, T I ^A 1 6 1 rnrd r� ! Signature of Firm Representative or Individual: f` DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, �L- k -J I k.. I S , am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o West Metro Fire Protection a Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Agency Notes: Signature:Ylyydr-,,J,.t;,rf Date: G -ZS,17 City of W heat j-icgyc CITY OF WHEAT RIDGE BOLDING AND INSPECTION SER% ICES DIVISION 7500 "' 29th Av e Wheat Ridge. CO 80033-8001 p. 303.235.2855. t. 303.237.5929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: /� � 3 / ? Project Address: t Name of Firm/Individual submitting documents: Project Type/Description: I, , am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary . for review and approval of the project indicated above. Agency represented: (Please check one) o Wheat Ridge Fire Protection o Wheat Ridge Sanitation District o Ary Fire Protection heat Ridge Water District o Clear Creek Sanitation District o Fruitdale Sanitation District o Consolidated Mutual Water District o Westridge Sanitation District o Valley Water District n o Other Denver Water V.;� -6—/— S t•'(j"L.�'r 1 � �' Project Description: Project Address: Permit App. Date: Permit Valuation: Type of Use: Occ. Group: No. Stories: Design Professional: Applicant Contact: CORRECTION LIST PLAN REVIEW COMMENTS Residential Addition and Interior Remodel 4541 Reed St. Plan Check No.. - o.:8/11117 8/11117 Plan Check. Expires.- xpires:$185,000 $185,000 Adjusted Valuation: Residential Type of Const.: R3 Fire Sprinklers One Dave Sechler Same Occ. Load: Phone: Phone: 201705930 8/11/18 $0 VB (720) 273-3504 Same Plan Check Engineer: Dan Schultz Phone: (303) 235-2583 Engineer's Email: dsch u ltz(&caa profession als.com; Fx] 1St Review: 8/29/2017 FX�2nd Review: �/� 3rd Review: Italic comments Bold Comments By Appt. The project plans were reviewed for compliance with the following codes and standards: 2012 IRC; 2012 IBC; 2012 IPC; 2012 IEC; 2016 IMC; 2012 International Energy Conservation Code (IECC) The code section references are from the 2012 IRC, unless otherwise stated. • RESPONSE LETTER. To expedite project approval, Please provide a separate written response indicating the sheet number, note number & or detail number where each comment was addressed on the plans. • Cloud and delta all revisions and include in the title block of all pages. • Resubmit all previously reviewed plans, updated plans and supporting documents with each subsequent review. • AFTER 2nd PLAN REVIEW: Please call the plan check engineer listed above to schedule a plan review appointment, to expedite project approval. • For clarification of any plan review comment, please call the plan check engineer listed above. Note: Plan checks expire 180 days from date of submittal. CHARLES ABBOT(' AssocIATES, I V. 390 IN fERLOCRF I CRESCENT -T FLOOR' BROOA4PILLD, CO 80021 T01 FREE: (866) 930-4980 EMA11. WVdkM1 CAAPROFLSSIO,ALS.COAI GENERAL Obtain plan review approval from the following: a. Building Division c. Wheat Ridge Sanitation District d. Wheat Ridge Water District (Water meter size) All final structural drawings approved for permit issuance, shall be wet stamped and signed by the respective design professional. To be verified prior to permit issuance. 3. ude the following on all plan sheets in the title block: Type of construction Sprinklered or Non-sprinklered 4. devise the scope of work on the application to include the new attached patio cover. de a detailed scope of work on the cover sheet of the plans. Note on the cover sheet: "Prior to commencement of any work, a `walk through inspection' shall be �Y scheduled with the city of Wheat Ridge Building Division, by the applicant, contractor or owner. " Add the following note to the cover sheet: "Inspection required by Soils Engineer. Soils Engineer shall provide to the Building Inspector Certification of inspection for consistency with the Soils Engineer's r ommendations." Note on details A, B and C, sheet S1 the Soils Engineer's recommendations regarding the foundation drainage pipe and gravel bed requirements per Geotechnical Engineering Report page 7, dated 7/28/17, LIGHT & VENTILATION The proposed master bedroom is utilizing the existing 36" x 48" window, which provides a maximum nominal area of 12 s.f. of glazing. The master bedroom is 16.5'x14' = 231 sq. ft., which requires approximately 18 s.f of glazing. Exterior glazed openings of habitable rooms for natural light shall be minimum 8% of the room floor area. Artificial lighting may be used in lieu of natural lighting provided a whole house mechanical ventilation is provided in accordance with Sec. M1507. Provide verification that e existing mechanical system meets the requirements of section M1507. (IRC R303) V he proposed master bedroom is utilizing the existing 36" x 48" window, which provides a maximum ominal area of 6 s.f. of openable area to the outdoors. Openable ventilation area of habitable rooms must be 4% or more of the room floor area. The master bedroom is 16.5'x14' = 231 sq. ft., which requires approximately 9 s.f. of glazing. The openable area need not be openable provided in meets the minimum requirements of emergency egress of section 310 and a whole house mechanical ventilation system is provided in accordance with M1507. Verify the window meets with emergency egress requirements and the existing mechanical system meets the requirements of Section M1507. (IRC R303) CHARLES ABBOTT ASSOCIATLS, 1\C. 390 IATERLOCKEN CRESCENT."' FLOOR- BROOMFIELD, C0 80021 TOLL FREE :(866)530-4980 EMAIL. WWW.CAAPROFESSIONALS.COM V,7R WALLS ovide a fire rated proJection Protections in of the eaves least Projections fire-resistance-rated i ns inistan Sp ra elered along the north structures located > property line less MEA construction on the 2 ft. and � 5 ft. than 5 feet from NS O EGRESS underside. to thePropertyrn the properly (IRC 8302.1(1nline shall be Provide verification the Table R302.1(1)of at requirements of I existing window habitable s RC 310. xi eve new pace, provide one o a sleeping room in and master bedroom A net clear Avery s escape o base Corn with Opening penin basement greater than 200eS the ,� _'Minimum clear o g area of not less than g meeting all o f the followin sq. ft or egress � Minimu pening height of 24 inches.? sq. ft' (5 0 s g; IRC Containing e bottom opening width q ft. esca ( R. m of window o °f 20 inches. pe for grade — floor Window control o pening shall not be window). Wind 2 pening device shall not re more than 44 inches from 5. he landing duce the re m the floor. shall be gat the required net clear opening area of the 3 m of 36 inches in ench doors ' window R the direction �s non Com exceed Y4 units ve of travel. pliant. Landis rlical in 12 units horizontal. Exterior landin s s g lengths at exterior Provide g hall be doors a cross section (2 percent permitted to door shall not of the threshold ) (IRC 8311.3) have shalt not be be mote than 1 %inches lower new fro a slope not to the lower landing re than 7 4 inches the than nt door. Landis gs g or floor. (IRC below the top of the top of the threshold. floors at the required egress �• At cross 8311.3.1) threshold exterior landingg following Section q, sheet q7 provided the provide the following door does °r floor not swing over • Maximum 9 notes and dimension WJ__b_? m rise of 7.75 inches and s at the new Provide minimum run stairway showing than a nosing between 0.75,, (tread) g the 11„. (IRC ) of 10 inches. 8311.7.4.3 and and 1.25” on stairwa (IRC 8311.7.4) C. Minimum width exception 1) Ys with solid risers Of 36 inches. (IRC 8311. where Minimum headroomtread depth is less of 6 7� 1) Handrails ft. 8 inches. (IRC R311.7-2) shall satisfy the following: f�'Add a dimension at the stair to handrail. Note the following: 7 1) Handrail height shall be 34 to 38 inches above the nosing of Al—r- Handrail with 8311.7 7.3 item . Circular cross-sections XLff— .. 1.) shall ndrails have a diameter of 1.25 6.25 inches with other than circular to 2 inches. with a maxima cross-sections (I8C m cross-section of shall have a 2.25 inches. perimeter dimension of 4 (IRC 8311.7.7.3 item 1 to CHARLES ABBO ) 390 �n'reR .ochEti cRFscE;TT AssOCLA T►,S F011 FREE: (866 FLOOR- _ j -i C�• 1530-4980 R00,11FIELD, M.�)C. WW�V x'080021 CAA P1?0FESSCONALS C0b4 Ao- Handrails with a perimeter greater than �QJ Handrail shall be continuous 6 25 inches (pr except at the landing, without interruption(!RC 8311.7.7,3 item 2.) 2.) 9. volute, or turnout on lowrby anewel post or obstruction (IRC other Clear space between handrail and 8311.7.7 2 exception CONST wall shall be 1, pt1On 1 & RUCT/ON A 5 inches AND N//SC DETAILS minimum. (IRC 8311. 9. rovide and show new 7� 7�2) and existing smoke a. Carbon monoxide ala and carbon monoxide detectors in the following alarms shall be installed in the following Outside each separate dwelling locations: ,�rr• On eve g ►ocations: every level of a separate g unit sleeping area in Show a Weedwelling unit including the immediate vicinity inches p screed for stucco g basements. y of the bedroom above paved at the foundation (s). areas. (IRC R703. plate line 11. Enclosed attics and 6.2.1) a minimum of 4-inches roof rafters shall have cross rafters above earth or 2 cross ventilation for ed where ceilings the entrance of rain and gs are a following requirements. snow. Show attic ventilation tsp , S b ppiied directly to the underside of (IRC 8806,2) YPe size ventilating openings protected a. Openings shall be and location. Vents shall against b. The net free ventilating area ced so as to provide cross ventilation of the meet the c g area shat! not be less than attic space. Openings shall have corrosion-resistant 1/150 of the a minimum and 3/4 inch attic area. maximum o wire mesh or other d. Per the cit open ng. approved located at least Wheat below material with 1/16 inch Ridge Requirements at least 50% of the re or cornice vents. the ridge or highest point of the with the ventilation e. Where the ratio of 1/300 is space with the balance area must be vents shall be located used to vent the provided by eave not more than 3 attics, not less than 40% ui►dings With co ft. below the rid but not that exceed 30 s combustible ceilingridge or highest more than 50% quare feet and °r roof construction point. of the measured from the to have shall have Show p °f the ceiling-framing a vertical height of 30 inches an attic access on pans if vertical g-framin or greater. opening to attic areas rtical he of trusses is g members to the The vertical height Attic access rough greater than 30 inches.underside of the roof-framing ght shall be other readily gh framed opening shall not be less (IRC 8807.1) 9 members. Y accessible location. than Where eave or cornice vents are Shoal on plans. 22"X30" and shall be inch s (IRC 8807) located in pace shall be installed, insulation shall not block the free flow of a hallway or Show on plans. I provided between the insulation ( RC 8806.3) and the roof sheathingair. q Roof drainage shall have minimum °f e t. roof and at the location of the vent. drainage to the a controlled method of water dis 8801.3) ground surface at (east five feet aWaosal fro m roofs that will collect and discharge y or to an approved drainage system. (IRC ti iF2P VS r AW I GA RA GE 16. The following is required for Garages the separation board s beneath of the private habitable roo 9arage from Dpara applied to the underside ms shall be Separated m the dwelling 9e side elsewhere. (IRC Table floor frasby no less than unit: oors shall be 1 able 8302.6) Ming. Provide minim , 5/8 inches equipped 3/8" solid core or um / inch type r gypsum with a sell self-closing gypsum board (IRC R302.5.1) 9 and set Min 20 -minute fire rated on the latching device in sprinklered and non_ VENEER / F/REPL sprinklered A CE n sprinklered on 17. For thfire dwellings. A/--a.--Hearth oplace/chimne y specify the following:extension thickness and Minimum extension the fire n dimension dimensions. place openin ►s 16 inches in rt of and shall extend 9 inhere Minimum thickness for at least the fireplace at le hearth extension is 2 inches. Chimney R 1001.9.2 R 1001.10 at least 1 quare feet or lar, beyond Aj--& Chi ) 2 inches be ger the each side of y shall extend at least 2 ft beyond each hearth exte not be less than side of the fireplace R 1003.9) 3 ft. above the highest than an place ghest point Y portion of the aintain where the chimney building within located chimney clear Y passes 10 ft., but s in the interior clearance to combustibles through the hall minima of the roof. (IRC Minimum air space clearance building Per 81003.18. MECHANICAL 2 / to combustibles►to�2 �nchesteriorAwajlpof Portion building masonry chimney (201 NTE ney Q��er sec RNA T/ONAL ►n9 shall have a �'" v 402.5 !M MECHANICAL CODE IMC C, exhaust fans in J ans shall be bathrooms shall in • Fans must be energy star co accordance Bathroo controlled b mPl►ant and ducted with the IECC m exhaust fans Y a hum to the outside. and table 1I47507 4 continuous. shall Y control. 19 provide a minimum exhaust ca Provide and and vertical len ow a minima capacity of in accordance length of the exhaust d►amehall not vent the clothes 50 cfm intermittent dance with 1 vent s exhaust nt for or 20 cfm MC 50 ELECTR/CAL 2.2.1 & 504-4Z 1. exceed 14 feet withta dryer. The (2014 NAT/O/�/ a maximum combined horizontal A--:)'U—Note on the AL ELECTRICAL CODE NEC)f two 90 -degree bends NATIONAL in sheet E7: ECJ All luminaires shall be high efficacy. /Exhaust fans shall be switched s Sighting in garages I separately from paces shall be laundry rn the lighting system. controlled b rooms and utility Y vacancy sensorsrooms' at least one luminaire minaire in each of these 'ot�TE ABBOT"1'.�SSO�'1:11r:S RtoCKEN CRESCE,4T. ILL FREE: (866 INC. ) 530-1980 E1 OOR-BR0.,,,, IA IL: '""-" . C.A.9 PROF,; , CO 80021 S S74NA ELp, L S. COM LAA yV Lighting under cabinets shall be switched separately from other lighting systems. Exterior receptacles shall be listed as weather proof/ tamper resistant. All new receptacles shall be as listed tamper resistant. (NEC 406.12) Provide and show G.F.C.I. protection to all 120 volt, 15 and 20 amp receptacles installed in bathrooms where installed within 6 feet of a bathtub or shower stall, within 6 feet of the edge of a sink, garages and accessory buildings, outdoors, crawl spaces, unfinished basements, kitchens, laundry areas, utility and wet bar outlets located within 6 feet and boathouses. Exception: A receptacle supplying only a permanently installed fire alarm or burglar alarm. Provide and show on plans A.F.C.I. protection for all 15 and 20 ampere branch circuits supplying outlets in dwelling unit kitchens, family, dining, living, parlors, libraries, dens, bedrooms, sunrooms, recreation ,,,,,rooms, closets, hallways, or similar rooms and areas per (NEC sec 210.12.) Show location of electrical panel on plans. Electrical panels are not permitted in closets, bathrooms, and pantries. Plumbing (2012 INTERNATIONAL PLUMBING CODE IPC) 0--?I.-Note on the plans: All new plumbing fixture flows rates shall comply with sec 403 and 408 IPC. Water closets — 1.28 gal maximum �5 Kitchen faucets — 1.8 gal maximum / Lavatory faucets — 1.5 gal maximum Shower heads — 2.0 gal maximum INTERNATIONAL ENERGY CONSERVATION CODE (IECC) Specify U -factors values for all fenestrations on window and door schedules. Add note to schedules, "Fenestrations must have temporary and permanent labels for verification of the building inspector." Outdoor lighting shall be high efficacy and controlled by a switch that does not override to ON the automatic actions of a photocell and motion sensor or photo control and automatic time switch control, astronomical time clock or Energy Management System. CHARLES ABBOTT ASSOCIATES, INC. 390 N FERLO(CKEN CRESCENT, 3" FLOOR- BROOMFIELD, CO 80021 TOLL .FREE:(866)530-1980 E.\SAIL: wkkt' C- WROFFSSIONALS.COb1 Project Description: Project Address: Permit App. Date: Permit Valuation: Type of Use: Occ. Group: No. Stories: Design Professional Applicant Contact: CodA PROFESSIONAL BUILDING Z RAFET,:LNGINI-A, RING INT R.ASIRII(A I RF %IA',AGEni I:':I CORRECTION LIST PLAN REVIEW COMMENTS Residential Addition and Interior Remodel 4541 Reed St. Plan Check No.: 201705930 8/11/17 Plan Check. Expires: 8/11/18 $185,000 Adjusted Valuation: $0 Residential Type of Const.: VB R3 Fire Sprinklers: ? One Occ. Load: Dave Sechler Phone: (720) 273-3504 Same Phone: Same Plan Check Engineer: Dan Schultz Phone: (303) 235-2583 Engineer's Email: dschultz(cDcaaprofessionals.com; X 1St Review: 8/29/2017 2"d Review: 3rd Review: Italic comments Bold Comments By Appt. The project plans were reviewed for compliance with the following codes and standards: 2012 IRC; 2012 IBC; 2012 IPC; 2012 IEC; 2016 IMC; 2012 International Energy Conservation Code (IECC) The code section references are from the 2012 IRC, unless otherwise stated. • RESPONSE LETTER. To expedite project approval, Please provide a separate written response indicating the sheet number, note number & or detail number where each comment was addressed on the plans. • Cloud and delta all revisions and include in the title block of all pages. • Resubmit all previously reviewed plans, updated plans and supporting documents with each subsequent review. • AFTER 2nd PLAN REVIEW: Please call the plan check engineer listed above to schedule a plan review appointment, to expedite project approval. • For clarification of any plan review comment, please call the plan check engineer listed above. Note: Plan checks expire 180 days from date of submittal. CHARLES ABBOTT ASSOCIATES, INC. 390 INTERLOCKEN CRESCENT, 1" FLOOR• BROOMFIELD. CO 80021 TOLL FREE:(866)530-4950 EMAIL: AV'W\A'_CAAPROFESSIONALS.COM tlwio" PR01-FimoN 11 BrIMING X S1,FFn FN(;INF.F RINo I'NFR%J I R('( Il'RF .1,11N:%Ci NIF.NI GENERAL 1. Obtain plan review approval from the following: a. Building Division c. Wheat Ridge Sanitation District d. Wheat Ridge Water District (Water meter size) 2. All final structural drawings approved for permit issuance, shall be wet stamped and signed by the respective design professional. To be verified prior to permit issuance. 3. Include the following on all plan sheets in the title block: a. Type of construction b. Sprinklered or Non-sprinklered 4. Revise the scope of work on the application to include the new attached patio cover. 5. Provide a detailed scope of work on the cover sheet of the plans. 6. Note on the cover sheet: "Prior to commencement of any work, a 'walk through inspection' shall be scheduled with the city of Wheat Ridge Building Division, by the applicant, contractor or owner. " 7. Add the following note to the cover sheet: "Inspection required by Soils Engineer. Soils Engineer shall provide to the Building Inspector Certification of inspection for consistency with the Soils Engineer's recommendations. " 8. Note on details A, B and C, sheet S1 the Soils Engineer's recommendations regarding the foundation drainage pipe and gravel bed requirements per Geotechnical Engineering Report page 7, dated 7/28/17. LIGHT & VENTILATION i. The proposed master bedroom is utilizing the existing 36" x 48" window, which provides a maximum nominal area of 12 s.f. of glazing. The master bedroom is 16.5'x14' = 231 sq. ft., which requires approximately 18 s.f of glazing. Exterior glazed openings of habitable rooms for natural light shall be minimum 8% of the room floor area. Artificial lighting may be used in lieu of natural lighting provided a whole house mechanical ventilation is provided in accordance with Sec. M1507. Provide verification that the existing mechanical system meets the requirements of section M1507. (IRC R303) 2. The proposed master bedroom is utilizing the existing 36" x 48" window, which provides a maximum nominal area of 6 s.f. of openable area to the outdoors. Openable ventilation area of habitable rooms must be 4% or more of the room floor area. The master bedroom is 16.5'x14' = 231 sq. ft., which requires approximately 9 s.f. of glazing. The openable area need not be openable provided in meets the minimum requirements of emergency egress of section 310 and a whole house mechanical ventilation system is provided in accordance with M1507. Verify the window meets with emergency egress requirements and the existing mechanical system meets the requirements of Section M1507. (IRC R303) CHARLEs ABBOTT AssocIATEs, INC. 190 IN 1 FRF 0( KI ('RFs FN i _ 3" 1100R• BRO MU 11 1 u. ('O 8002 1 101 I I R1 F: (966)530.4Q80 F\1 \11 : AA'VAVV'.CAAPRUFI-SSIUN,A1 S.C(M LAA PROFESSIONAL BUILDING & SAFF.TYIENC IN FERING/INFR'.,I RU( I I'FI[ MANAGFN9F,I EXTERIOR WALLS 3. Provide a fire rated projection of the eaves along the north property line less than 5 feet from the property line. Projections in non-sprinklered structures located >_ 2 ft. and < 5 ft. to the property line shall be of at least 1 -hour fire -resistance -rated construction on the underside. (IRC R302.1(1) and Table R302.1(1) MEANS OF EGRESS 4. Provide verification the existing window in the new master bedroom complies with the egress requirements of IRC 310. In every sleeping room and basement greater than 200 sq. ft. or containing habitable space, provide one openable escape opening meeting all of the following: (IRC R310) a. A net clear opening area of not less than 5.7 sq. ft. (5.0 sq. ft. escape for grade — floor window). b. Minimum clear opening height of 24 inches. c. Minimum clear opening width of 20 inches. d. The bottom of window opening shall not be more than 44 inches from the floor. e. Window control opening device shall not reduce the required net clear opening area of the window R 312.2.2. 5. The landing at the new rear exterior French doors is non compliant. Landing lengths at exterior doors shall be a minimum of 36 inches in the direction of travel. Every landing shall have a minimum dimension of 36 inches measured in the direction of travel. Exterior landings shall be permitted to have a slope not to exceed'/ units vertical in 12 units horizontal. (2 percent) (IRC R311.3) 6. Provide a cross section of the threshold at the new front door. Landings or floors at the required egress door shall not be more than 1 % inches lower than the top of the threshold. The exterior landing or floor shall not be more than 7 3/ inches below the top of the threshold provided the door does not swing over the lower landing or floor. (IRC R311.3.1) At cross section A, sheet A7 provide the following notes and dimensions at the new stairway showing the following: a. Maximum rise of 7.75 inches and minimum run (tread) of 10 inches. (IRC R311.7.4) b. Provide a nosing between 0.75" and 1.25" on stairways with solid risers where tread depth is less than 11 ". (IRC R311.7.4.3 and exception 1) c. Minimum width of 36 inches. (IRC R311.7.1) d. Minimum headroom of 6 ft. 8 inches. (IRC R311.7.2) Handrails shall satisfy the following: a. Add a dimension at the stair to handrail. Handrail height shall be 34 to 38 inches above the nosing of treads. (IRC R311.7.7.1) b. Note the following: i. Handrail with circular cross-sections shall have a diameter of 1.25 to 2 inches. (IRC R311.7.7.3 item 1.) ii. Handrails with other than circular cross-sections shall have a perimeter dimension of 4 to 6.25 inches with a maximum cross-section of 2.25 inches. (IRC R311.7.7.3 item 1) CHARLES ABBOTT' ASSOCIATES, INC. 390 INTERLOCKFN CRESCENT. 3"' FLOOR- BROOMFIELD. CO 80021 TOLL FREE: (866) 530-4980 ENTAIL: NN/NN'\V'.CAAPROFFSSIONALS.COM PROF FCC101. at 111AFDING R. CpFLFY FNG7NEFRINC, IN FR%STRl'(It RF NA NN 1GFMENT iii. Handrails with a perimeter greater than 6.25 inches (IRC R311.7.7.3 item 2.) iv. Handrail shall be continuous without interruption by newel post or other obstruction, except at the landing, volute, or turnout on lowest tread. (IRC R311.7.7.2, exception 1 & 2.) v. Clear space between handrail and wall shall be 1.5 inches minimum. (IRC R311.7.7.2) CONSTRUCTION AND MISC DETAILS 9. Provide and show new and existing smoke and carbon monoxide detectors in the following locations: a. Carbon monoxide alarms shall be installed in the following locations: i. Outside each separate dwelling unit sleeping area in the immediate vicinity of the bedroom(s). ii. On every level of a dwelling unit including basements. 10. Show a weep screed for stucco at the foundation plate line a minimum of 4 -inches above earth or 2 inches above paved areas. (IRC R703.6.2.1) 11. Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters shall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain and snow. Show attic ventilation type, size and location. Vents shall meet the following requirements. (IRC R806.2) a. Openings shall be placed so as to provide cross ventilation of the attic space. b. The net free ventilating area shall not be less than 1/150 of the attic area. c. Openings shall have corrosion -resistant wire mesh or other approved material with 1/16 inch minimum and'/ inch maximum opening. d. Per the city of Wheat Ridge Requirements at least 50% of the required ventilation area must be located at least 3 feet below the ridge or highest point of the space with the balance provided by eave or cornice vents. e. Where the ratio of 1/300 is used to vent the attics, not less than 40% but not more than 50% of the vents shall be located not more than 3 ft. below the ridge or highest point. 12. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that exceed 30 square feet and have a vertical height of 30 inches or greater. The vertical height shall be measured from the top of the ceiling -framing members to the underside of the roof -framing members. Show on plans if vertical height of trusses is greater than 30 inches. (IRC R807.1) 13. Attic access rough framed opening shall not be less than 22"X30" and shall be located in a hallway or other readily accessible location. Show on plans. (IRC R807) 14. Where eave or cornice vents are installed, insulation shall not block the free flow of air. A minimum of a 1 - inch space shall be provided between the insulation and the roof sheathing and at the location of the vent. Show on plans. (IRC R806.3) 15. Roof drainage shall have a controlled method of water disposal from roofs that will collect and discharge roof drainage to the ground surface at least five feet away or to an approved drainage system. (IRC R801.3) CHARLES ABBOTT ASSOCIATES, INC. 390 IN I IKI 0( Kf N CRI WI N 1.3" ' 11 OOR• BROOMFIt I O. CO 80021 101tFREE: (866)530-+9R0 ENIA11 : N VV'VA'.('AAPROFF-SSIO\AI SA ON] CAA PROFESS IONA I. BUILDING & SAFET}';ENGINFERINGIN FRASTRUCT I RF MAN ACIEM11FNI GARAGE 16. The following is required for the separation of the private garage from the dwelling unit: a. Garages beneath habitable rooms shall be separated by no less than 5/8 inches type X gypsum board applied to the underside of floor framing. Provide minimum '/2 inch gypsum board on the garage side elsewhere. (IRC Table R302.6) b. Doors shall be 1 3/8" solid core or min 20 -minute fire rated door (for non-sprinklered dwellings) equipped with a self-closing and self -latching device in sprinklered and non-sprinklered dwellings. (IRC R302.5.1) VENEER / FIREPLACE 17. For the fireplace/chimney specify the following: a. Hearth extension thickness and dimensions. Minimum thickness for hearth extension is 2 inches. Minimum extension dimension is 16 inches in front of and at least 8 inches beyond each side of the fireplace opening. Where the fireplace opening is 6 square feet or larger, the hearth extension shall extend at least 20 inches in front of and at least 12 inches beyond each side of the fireplace opening. (IRC R1001.9.2, R1001.10) b. Chimney shall extend at least 2 ft. higher than any portion of the building within 10 ft., but shall not be less than 3 ft. above the highest point where the chimney passes through the roof. (IRC R1003.9) c. Maintain chimney clearance to combustibles per R1003.18. Any portion of a masonry chimney located in the interior of the building or within the exterior wall of the building shall have a minimum air space clearance to combustibles of 2 inches. MECHANICAL (2012 INTERNATIONAL MECHANICAL CODE IMC) 18. Per sec 402.5 IMC, exhaust fans in bathrooms shall in accordance with the IECC and table M1507.4. c. Fans shall be energy star compliant and ducted to the outside. d. Fans must be controlled by a humidity control. e. Bathroom exhaust fans shall provide a minimum exhaust capacity of 50 cfm intermittent or 20 cfm continuous. 19. Provide and show a minimum 4" diameter exhaust vent for the clothes dryer. The combined horizontal and vertical length of the exhaust vent shall not exceed 14 feet with a maximum of two 90 -degree bends in accordance with IMC 502.2.1 & 504.4.2.1. ELECTRICAL (2014 NATIONAL ELECTRICAL CODE NEC) 20. Note on the following in sheet E1: a. All luminaires shall be high efficacy. b. Exhaust fans shall be switched separately from the lighting system. c. Lighting in garages, laundry rooms and utility rooms, at least one luminaire in each of these spaces shall be controlled by vacancy sensors. CHARLES ABBOTT ASSOCIATES, INC. 390 INTERLOCKEN CRESCENT. 3"' FLOOR- BROOMFIEI_D, CO 80021 TOLL FREE: (860) 530-4980 EMAIL: WNVNV.CAAPR0FESS10NALS.00M CAA y PROFFCCION ry( 51. HDI \ NAFF. T\ FNOIN EFR IN(_; 1',FR\Si Rt( I URF M1N\GFAIFNT d. Lighting under cabinets shall be switched separately from other lighting systems. e. Exterior receptacles shall be listed as weather proof/ tamper resistant. f. All new receptacles shall be as listed tamper resistant. (NEC 406.12) 21. Provide and show G.F.C.I. protection to all 120 volt, 15 and 20 amp receptacles installed in bathrooms where installed within 6 feet of a bathtub or shower stall, within 6 feet of the edge of a sink, garages and accessory buildings, outdoors, crawl spaces, unfinished basements, kitchens, laundry areas, utility and wet bar outlets located within 6 feet and boathouses. Exception: A receptacle supplying only a permanently installed fire alarm or burglar alarm. 22. Provide and show on plans A.F.C.I. protection for all 15 and 20 ampere branch circuits supplying outlets in dwelling unit kitchens, family, dining, living, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, hallways, or similar rooms and areas per (NEC sec 210.12.) 23. Show location of electrical panel on plans. Electrical panels are not permitted in closets, bathrooms, and pantries. Plumbing (2012 INTERNATIONAL PLUMBING CODE IPC) 24. Note on the plans: All new plumbing fixture flows rates shall comply with sec 403 and 408 IPC. a. Water closets — 1.28 gal maximum b. Kitchen faucets — 1.8 gal maximum c. Lavatory faucets — 1.5 gal maximum f. Shower heads — 2.0 gal maximum INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 25. Specify Ll -factors values for all fenestrations on window and door schedules. Add note to schedules, "Fenestrations must have temporary and permanent labels for verification of the building inspector." 26. Outdoor lighting shall be high efficacy and controlled by a switch that does not override to ON the automatic actions of a photocell and motion sensor or photo control and automatic time switch control, astronomical time clock or Energy Management System. CHARLES ABBOTT ASSOC'IATFS, INC. 190 IN I I-Rl 0( KIN URI ,('F',1, 3 " FI OOR• BR()OMI IFI D. CO 80021 Tn1 I I'RiF.: (866) 530-4980 EV1'AII : AA VA'\\.CAAI'R01+SSIUNALS('0A1 MARTIN/MARTIN CON51_1 LTI NG ENGINEERS June 28, 2017 Dean Kunz Caliber Homes Email: denverdean@prodigy.net Re: Wheat Ridge Sanitation District -4541 Reed St. Martin/Martin, Inc Project No.: 17456.C.01 Dear Mr. Kunz, On behalf of the Wheat Ridge Sanitation District (WRSD), Martin/Martin Inc., acting as the District Engineer, offers the following in response to the design plans received June 28`h, 2017 concerning a proposed addition for the property at 4541 Reed St. The proposed addition appears as if a new attached garage, laundry area, study, and porch are proposed. The Wheat Ridge Sanitation District has no objections with the proposed addition conditional on the items identified herein are fully addressed. The following are general requirements for sanitary sewer service. Rules, Regulations and Standards of the District must be complied with at all times. The subject lot is entirely within the service and boundary area of the Wheat Ridge Sanitation District. Treatment of sewage generated within the Wheat Ridge Sanitation District is provided by Metro Wastewater Reclamation District. If there are any additional plumbing modifications or additions, the District will need to review and approve plans prior to construction. Please coordinate with the corresponding water district to determine if the current water meter size is acceptable. If the water meter needs to be upsized, please further coordinate with WRSD for plan review. If any construction work needs to take place outside of the residence, WRSD must be contacted for inspection. Costs All costs involved are to be deposited in advance— engineering, reviews, design, construction, observation and inspections — are the responsibility of the Owner/Developer at the then current rate fee structure. A minimum 72 -hour notice prior to construction is required following District receipt of all fees. These fee amounts can be paid directly to the District Office prior to connection, payable to Wheat Ridge Sanitation District, which also collects Metro Wastewater's "connection fees". Any questions regarding this document, please contact us at (303) 431-6100. Sincerely, I Bill Willis, PE Cc: Mike Bakarich —Wheat Ridge Sanitation District MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTIN MARTIN.COM BIPROVEMENT SURVEY PLAT OF ` 50.00' LOT H BLOCK 2, COLUMBINE HEIGHTS, LOCATED IN THE ---- FOUND No. 4- NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 SOUTH REBAR RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO LOT 8 HORIZON HEIGHTS r GRAPHIC SCALE 0 20 0 ti' 31) IJ�J �J g ( IN FEET ) SCALE: 1"=20' DATE: 08.11.2015 1/2' ROD FFSET CAL • ED SUBDIVISION ,2" ?OD =SET DESCRIPTION: LOT 8, BLOCK 2, COLUMBINE HEIGHTS, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, CONTAINING 0.24 ACRES MORE OR LESS. SURVEYOR'S CERTIRCATE: I, NOEL L. POTTER, A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF COLORADO, HEREBY CERTIFY THAT THIS IMPROVEMENT SURVEY PLAT WAS MADE IN ACCORDANCE WITH APPLICABLE STANDARDS OF PRACTICE, WAS PREPARED UNDER MY RESPONSIBLE CHARGE BASED ON A FIELD SURVEY PERFORMED ON JULY 22, 2015, AND TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF IS AN ACCURATE REPRESENTATION OF THAT FIELD SURVEY. THIS SURVEY IS NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED OR IMPLIED. COLORADO P.L.S. NO, 26296 FOR AND ON BEHALF OF C.C.S. CONSULTANTS, INC. NOTES: 1. BEARINGS ARE BASED UPON THE EAST LINE OF LOTS 6 AND 7, BLOCK 2, COLUMBINE HEIGHTS HAVING AN ASSUMED BEARING OF S 0015'19" E, WITH BOTH ENDS BEING FOUND IN PLACE 1/2" SMOOTH RODS. 2. ALL DIMENSIONS SHOWN HEREON ARE IN U.S. SURVEY FEET, ALL BEARINGS SHOWN HEREON ARE IN DEGREES -MINUTES -SECONDS. 3. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND BOUNDARY MONUMENT OR ACCESSORY COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE 18-4-508, C.R.S. 4. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVERED SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON, 5. THE SURVEY REPRESENTED BY THIS PLAT DOES NOT CONSTITUTE A TITLE SEARCH BY C.C.S. CONSULTANTS, INC. TO DETERMINE EASEMENTS OR RIGHT-OF-WAY OF RECORD. 6. • = SET NO. 4 REBAR, 18" LONG, WITH i" RED PLASTIC CAP, MARKED CCS PLS 26296 7. THIS SURVEY CONTAINS A CALCULATED AREA OF 0.24 ACRES. 8. RECORD INFORMATION DENOTED BY ( ) PARENTHESIS. COUNTY SURVEYOR'S CERTIRCATE: DEPOSITED THIS —DAY OF , 20— AT — M., IN BOOK OF THE COUNTY SURVEYOR'S LAND SURVEY PLATS/RIGHT-OF-WAY SURVEYS AT PAGE , RECEPTION NUMBER COUNTY SURVEYOR DEPUTY COUNTY SURVEYOR C.C.S. CONSULTANTS, INC. 4860 Robb Street, Suite 206 2893 N. Monroe Avenue Wheat Ridge, CO 80033 Loveland, CO 80538 Phone: 303.403.4706 Phone: 970.635.3031 w m RU SMO( AT Geotechnical Engineering Report Proposed Residential Additions 4541 Reed Street Wheat Ridge, Colorado Prepared for: Mr. Dean Kunz 4541 Reed Street Wheat Ridge, CO 80033 Prepared by: Cole Garner Geotechnical CGG Project No.: 17.22.118 JULY 28, 2017 Cole Garner Geotechnical 1070 W. 124th Ave, Ste. 300 Westminster, CO 80234 303.996.2999 July 28, 2017 Mr. Dean Kunz 4541 Reed Street Wheat Ridge, CO 80033 Re: Geotechnical Engineering Report Proposed Residential Additions 4541 Reed Street Wheat Ridge, Colorado CGG Project No. 17.22.118 Cole Garner Geotechnical (CG Geotech) has completed a geotechnical engineering investigation for the proposed residential additions to be constructed at the referenced address in Wheat Ridge, Colorado. This study was performed in general accordance with our proposal number P17.22.075, executed June 29, 2017. This geotechnical summary should be used in conjunction with the entire report for design and/or construction purposes. It should be recognized that specific details were not included or fully developed in this section, and the report must be read in its entirety for a comprehensive understanding of the items contained herein. The section titled General Comments should be read for an understanding of the report limitations. • Subsurface Conditions: Subsurface conditions encountered at the site included approximately 3 feet of existing man-made fill material comprised of sandy lean clay to clayey sand. Native silty to clayey sands were encountered underlying the fill and transitioned into fine to coarse sand with some gravel at a depth of about 14 feet below existing site grade. Sedimentary claystone bedrock was encountered below the sands at a depth of about 16 feet below existing site grade and extended to the full depth of exploration. Groundwater was encountered in our boring during drilling at a depth of about 14 feet below existing site grade. When checked about one week later, groundwater was encountered at a depth of about 12% feet below existing site grade. Other specific information regarding the subsurface conditions is shown on the attached Boring Logs. • Existing Fill: As discussed, approximately 3 feet of existing man-made fill was encountered in our boring. We assume that the fill was placed as part of the existing development of the site. Based on the limited field and laboratory test data, the existing fill appears to be relatively compact. However, it is possible that unsuitable materials (such as organics and construction debris) may also be present within or buried by the fill. We recommend that additional observation and testing of the existing fill (where present) be performed prior to construction of foundations, slabs, or other Geotechnical Engineering Report Proposed Residential Additions —4541 Reed Street, Wheat Ridge, CO CGG Proiect No. 17.22.118 features on the site. Where unsuitable materials are encountered, some limited removal and recompaction may be needed. • Foundations and Floor Slabs: Based on the results of our field and laboratory testing, we believe spread footing foundations and conventional slab -on -grade floors will provide acceptable performance for the proposed additions. Movement associated with properly designed spread footings and floor slabs bearing on these soils is expected to be within generally accepted tolerance of about 1 inch for total foundation and floor slab movement. Foundation excavations should be evaluated by CGG to confirm or modify our recommendations. Where any significant layers of loose or low-density materials are encountered, some limited removal, moisture -conditioning, and recompaction will be required. Detailed design and construction recommendations are provided in the report. Surface Drainage: The amount of movement associated with foundations, floor slabs, pavements, etc. will be related to the wetting of underlying supporting soils. Therefore, it is imperative the recommendations outlined in the "Grading and Drainage" section of this report be followed to reduce potential movement. We appreciate being of service to you in the geotechnical engineering phase of this project, and are prepared to assist you during the construction phases as well. Please do not hesitate to contact us if you have any questions concerning this report or any of our testing, inspection, design and consulting services. Sincerely, Cole Garner Geotechnical Glenn D. Ohlsen, P.E. Project Engineer �Rp,OQ REG�ST 41250 �$ 7/28/11: ��SS�ONALE�G� Copies to: Addressee (1 PDF copy) r Andrew J. Gafner, P.E. Principal, COO Cole Garner Geotechnical Page ii Engineering and Materials Testing Geotechnical Engineering Report Proposed Residential Additions — 4541 Reed Street, Wheat Ridge, CO CGG Project No. 17.22.118 TABLE OF CONTENTS Page No. Letterof Transmittal ............... ................................................................. .................... I......................... INTRODUCTION..................................................................................................................................... 1 PROJECTINFORMATION....................................................................................................................... 1 SITE EXPLORATION PROCEDURES......................................................................................................... 2 FieldExploration............................................................................................................................. 2 LaboratoryTesting.......................................................................................................................... 2 SITECONDITIONS.................................................................................................................................. 3 SUBSURFACE CONDITIONS................................................................................................................... 3 Soiland Bedrock Conditions............................................................................................................ 3 Field and Laboratory Test Results................................................................................................... 3 GroundwaterConditions................................................................................................................. 3 ENGINEERING RECOMMENDATIONS....................................................................................................4 GeotechnicalConsiderations..........................................................................................................4 Foundation Design and Construction.............................................................................................. 4 LateralEarth Pressures................................................................................................................... S SeismicConsiderations................................................................................................................... 7 Below -Grade Construction..............................................................................................................7 Floor Slab Design and Construction................................................................................................ 8 Final Grading, Landscaping, and Surface Drainage......................................................................... 9 Earthwork...................................................................................................................................... 10 General Considerations.......................................................................................................... 10 SitePreparation...................................................................................................................... 10 SubgradePreparation............................................................................................................. 11 Compaction Requirements..................................................................................................... 11 Excavation and Trench Construction...................................................................................... 11 Additional Design and Construction Considerations..................................................................... 12 Exterior Slab Design and Construction................................................................................... 12 Underground Utility Systems.. ................................................................................................ 12 Concrete Corrosion Protection., ............................................................................................. 12 GENERALCOMMENTS......................................................................................................................... 13 APPENDIX A: BORING LOCATION DIAGRAM, BORING LOG APPENDIX B: LABORATORY TEST RESULTS APPENDIX C: GENERAL NOTES, PERIMETER DRAIN DETAIL Cole Garner Geotechnical Page iii Engineering and Materials Testing Cole Garner Geotechnical 1070 W. 124`h Ave, Ste. 300 Westminster, CO 80234 303.996.2999 GEOTECHNICAL ENGINEERING REPORT PROPOSED RESIDENTIAL ADDITIONS 4541 REED STREET WHEAT RIDGE, COLORADO CGG Project No. 17.22.118 July 28, 2017 INTRODUCTION This report contains the results of our geotechnical engineering exploration for the proposed residential additions to be constructed at the referenced address in Wheat Ridge, Colorado. The purpose of these services is to provide information and geotechnical engineering recommendations relative to: • Subsurface soil and bedrock conditions • Groundwater conditions • Foundation design and construction • Lateral earth pressures • Floor slab design and construction • Below -grade construction • Earthwork • Drainage The recommendations contained in this report are based upon the results of field and laboratory testing, engineering analyses, our experience with similar subsurface conditions and structures, and our understanding of the proposed project. PROJECT INFORMATION We understand that the project will consist of the construction of one-story additions to the existing single-family residence at the subject site. We understand that the existing residence is supported on a spread footing foundation. Proposed construction will include a new entryway addition to the front of the house, and a full length addition to the back of the house, as well as construction of a new attached three car garage to the southwest side of the house. We understand that the existing one-story detached garage will be demolished and removed from the site. We anticipate the proposed additions t Geotechnical Engineering Report Proposed Residential Additions — 4541 Reed Street, Wheat Ridge, CO CGG Project No. 17.22.118 will include wood -framed construction supported on a reinforced concrete foundation. We assume a slab -on -grade floor will be utilized for the garage floor, and that a crawl space will be utilized for the home additions. Although not provided, we assume structural loading will include maximum wall and column loads on the order of about of about 2 to 4 kips per linear foot, and 50 kips, respectively. If our assumptions above are not accurate, or if you have additional useful information, please inform us as soon as possible. SITE EXPLORATION PROCEDURES The scope of the services performed for this project included site reconnaissance by a field engineer, a subsurface exploration program, laboratory testing and engineering analysis. Field Exploration: We investigated the subsurface conditions on the site with a total of one test boring. The boring was advanced with a truck -mounted drilling rig utilizing 4 -inch diameter, solid stem auger to a depth of about 35 feet below existing site grades. A lithologic log of the boring was recorded by our field personnel during the drilling operations. At selected intervals, samples of the subsurface materials were obtained by driving modified California barrel samplers. Penetration resistance measurements were obtained by driving the sample barrel into the subsurface materials with a 140 -pound automatic hammer failing 30 inches. The penetration resistance value is a useful index to the consistency, relative density or hardness of the materials encountered. Groundwater measurements were made in the boring at the time of site exploration and about one week later. The boring was loosely backfilled with the auger cuttings upon completion of groundwater measurements. Laboratory Testing: Samples retrieved during the field exploration were returned to the laboratory for observation by the project geotechnical engineer, and were classified in general accordance with the Unified Soil Classification System described in Appendix C. Bedrock was classified according to the General Notes for Rock Classification. At that time, an applicable laboratory -testing program was formulated to determine engineering properties of the subsurface materials. Following the completion of the laboratory testing, the field descriptions were confirmed or modified as necessary, and Boring Logs were prepared. These logs are presented in Appendix A. Laboratory test results are presented in Appendix B. These results were used for the geotechnical engineering analyses and the development of foundation and earthwork recommendations. Laboratory tests were performed in general accordance with the applicable local or other accepted standards. rJ Geotechnical Engineering Report Proposed Residential Additions — 4541 Reed Street, Wheat Ridge, CO CGG Project No. 17.22.118 Selected soil and bedrock samples were tested for the following engineering properties: • Water content • Dry density • Swell/Consolidation SITE CONDITIONS • Grain size • Plasticity Index • Water-soluble sulfates The project site is located at 4541 Reed Street in Wheat Ridge, Colorado. Existing development on the lot consists of a one-story residential home that includes a basement level. The home is centrally located on the lot. A one-story detached garage is present in the southwest corner of the lot. An existing concrete driveway is present along the southern property boundary. At the time of our field exploration, existing vegetation on the lot consisted of a low growth of grass as well as multiple bushes/shrubs. Several mature trees were also present on the lot. The lot is generally even with a slight downward slope toward Reed Street. SUBSURFACE CONDITIONS Soil and Bedrock Conditions: Subsurface conditions encountered at the site included approximately 3 feet of existing man-made fill material comprised of sandy lean clay to clayey sand. Native silty to clayey sands were encountered underlying the fill and transitioned into fine to coarse sand with some gravel at a depth of about 14 feet below existing site grade. Sedimentary claystone bedrock was encountered below the sands at a depth of about 16 feet below existing site grade and extended to the full depth of exploration. Other specific information regarding the subsurface conditions is shown on the attached Boring Logs. Field and Laboratory Test Results: Field test results indicated that the sandy clay/clayey sand fill soils varied from medium stiff/loose in consistency/relative density, respectively. The silty to clayey sand soils varied from loose to medium dense while the underlying fine to coarse sands were medium dense. The bedrock ranged from firm to medium hard. The clay fill soils are considered moderately plastic and a sample of the clay fill was non -expansive at existing moisture content. The underlying sand soils are generally considered non -plastic and non -expansive. Groundwater Conditions: Groundwater was encountered in our boring during drilling at a depth of about 14 feet below existing site grade. When checked about one week later, groundwater was encountered at a depth of about 12-%: feet below existing site grade. Based upon review of U.S. Geological Survey Maps ('Hillier, et al, 1983), regional groundwater beneath the project area is expected 1 Hillier, Donald E.; Schneider, Paul A., Jr.; and Hutchinson, E. Carter, 1983, Depth to Water Table (1976-1977) in the Greater Denver Area, Front Range Urban Corridor, Colorado, United States Geological Survey, Map 1-856-K. 3 Geotechnical Engineering Report Proposed Residential Additions — 4541 Reed Street, Wheat Ridge, CO CGG Project No. 17.22.118 to be encountered in unconsolidated alluvial deposits at depths generally between 10 and 20 feet below the ground surface. Zones of perched and/or trapped groundwater, where not already present, may occur at times in the subsurface soils overlying bedrock, on top of the bedrock surface, within fractures of the bedrock, or within sandstone seams. The location and amount of perched water is dependent upon several factors including hydrologic conditions, type of site development, irrigation demands on or adjacent to the site, fluctuations in water features, seasonal and weather conditions. ENGINEERING RECOMMENDATIONS Geotechnical Considerations: Based on the information obtained from our subsurface exploration and laboratory testing of selected samples the site appears suitable for proposed residential additions. The soils encountered near foundation bearing elevations are considered suitable for support of conventional spread footing foundations and slab -on -grade floors at the site. However, approximately 3 feet of existing man-made fill was encountered in our boring. We assume that the fill was placed as part of the existing development of the site. Based on the limited field and laboratory test data, the existing fill appears to be relatively compact. However, it is possible that unsuitable materials (such as organics and construction debris) may also be present within or buried by the fill. We recommend that additional observation and testing of the existing fill (where present) be performed prior to construction of foundations, slabs, or other features on the site. Where unsuitable existing fills or other unsuitable materials (loose sands, etc.) are encountered, some limited removal and recompaction may be needed. Design and construction recommendations for the foundation systems and other earth -connected phases of the project are outlined below. Foundation Design and Construction: Based on the subsurface conditions encountered at the site, the use of spread footing foundations is considered feasible for support of the proposed additions, provided that typical foundation movements can be tolerated. The geotechnical engineershould be contacted to observe the soil conditions exposed in the foundation excavation(s) to confirm the soils are suitable for support of new foundations. if unsuitable materials are encountered, some limited removal and recompaction could be required. Since the foundations supporting the additions will be subject to movement relative to the existing structure, it is recommended that the proposed additions be constructed structurally independent of the existing building (if possible). The influence and interaction of existing and proposed footings on the foundation soils should be evaluated and taken into account in the design of the proposed additions. Care should be taken during construction to avoid affecting the foundation of the existing structure. 4 Geotechnical Engineering Report Proposed Residential Additions — 4541 Reed Street, Wheat Ridge, CO CGG Project No. 17.22.118 The following foundation design criteria may be used for the structural design of foundations. Foundation Design Criteria Design Value Bearing Soils Undisturbed native sand soils or properly compacted fill materials approved by the Geotechnical Engineer Maximum net allowable bearing pressure 2,000 psf Min. depth below grade, exterior wall footings 36 inches Min. depth below grade, interior footings 12 inches Estimated total foundation movement 1 inch Estimated differential movement % to Y. inch The design bearing pressure applies to dead loads plus design live load conditions. The design bearing pressure may also be increased by 1/3 when considering total loads that include wind or seismic conditions. Additional foundation movements could occur if excessive water from any source infiltrates the foundation soils; therefore, proper drainage should be provided in the final design and during construction. Failure to maintain proper surface drainage could result in excessive soil -related foundation movement. Footings and foundations should be reinforced as necessary to reduce the potential for distress caused by foundation movement. As discussed, CGG should be contacted to observe all foundation excavations, prior to forming for footing construction. If any areas of loose or low-density soils are observed, limited removal, moisture conditioning, and recompaction may be required. Lateral Earth Pressures: Earth pressures will be influenced by structural design of the walls, conditions of wall restraint, methods of construction, wetting of backfill materials, and/or compaction and the strength of the materials being restrained. Loads that should be considered by the structural engineer on walls are shown below. Finished 1 H (ftj P< 5 Pi Active Pressure assumes movement At -Rest Pressure should be used where movement is restrained a s = Z Geotechnical Engineering Report Proposed Residential Additions — 4541 Reed Street, Wheat Ridge, CO CGG Project No. 17.22.118 Active earth pressure is commonly used for design of freestanding cantilever retaining walls and assumes wall movement. The "at -rest" condition assumes no wall rotation. Walls with unbalanced backfill levels on opposite sides (i.e. basement or crawispace walls) should be designed for earth pressures at least equal to those indicated in the following table. The recommended design lateral earth pressures do not include a factor of safety and do not provide for possible hydrostatic pressure on the walls. EARTH PRESSURE COEFFICIENTS Earth Coefficient for backfill Equivalent fluid Surcharge Earth pressure pressure type pressure, pcf pressure Pl PZ psf conditions psf Active (Ka) On-site clay soils - 0.38 45 (0.38)S (45)H At -Rest (Ko) On-site clay soils - 0.54 65 (0.54)S (65)H Passive (Kp) On-site clay soils — 2.3 275 --- --- Conditions applicable to the above conditions include: • for active earth pressure, wall must rotate about base, with top lateral movements 0.01 Z to 0.02 Z, where Z is wall height • for passive earth pressure, wall must move horizontally to mobilize resistance • uniform surcharge, where S is surcharge pressure • in-situ soil backfill weight a maximum of 120 pcf • horizontal backfill, compacted to at least 95 percent of standard Proctor maximum dry density • loading from heavy compaction equipment not included • no groundwater acting on wall • no safety factor included • ignore passive pressure in frost zone Backfill placed against the structure should consist of on-site soils processed to a soil -like consistency with a maximum size of about 4 to 6 inches. Backfill should be moisture conditioned to near optimum, placed in relatively thin lifts appropriate for the compaction equipment used. Backfill of shallow crawispace walls and interior backfill should be compacted to at least 95 percent of standard Proctor dry density. Care should be used during the backfill process not to over -compact backfill and cause damage to basement walls, window wells, and other features. We typically recommend that exterior basement (if used) wall backfill should be compacted to at least 90 percent of standard Proctor dry density (ASTM D698). As such, some settlement of the backfill should be anticipated and should be repaired immediately to prevent ponding of water adjacent to foundations. We recommend a perimeter drain be installed at the foundation level to control the water level behind any basement/retaining/crawlspace walls. If this is not possible, then combined hydrostatic and lateral 6 Geotechnical Engineering Report Proposed Residential Additions — 4541 Reed Street, Wheat Ridge, CO CGG Project No. 17.22.118 earth pressures should be calculated for lean clay backfill using an equivalent fluid weighing 90 and 100 pcf for active and at -rest conditions, respectively. These pressures do not include the influence of surcharge, equipment or floor loading, which should be added. Heavy equipment should not operate within a distance closer than the exposed height of retaining walls to prevent lateral pressures more than those provided. Seismic Considerations: Based on the soil conditions encountered in the test holes drilled on the site, we estimate that a Site Class D is appropriate for the site according to the 2015 International Building Code (Section 1613.3.2 referencing Table 20.3-1 of ASCE 7, Chapter 20). This parameter was estimated based on extrapolation of data beyond the deepest depth explored, using methods allowed by the code. Actual shear wave velocity testing/analysis and/or exploration to 100 feet was not performed. Below -Grade Construction: We understand that the existing residence includes a basement level and that no issues related to groundwater/perched water development have been reported. We typically recommend the installation of a perimeter drain system for below grade areas in order to collect and divert any perched groundwater that may develop. To reduce the potential for perched groundwater to impact foundation -bearing soils and enter below - grade areas, installation of a perimeter drainage system around the proposed crawl space foundation is recommended. In our opinion, the drainage system should be constructed around the exterior perimeter of the foundation, sloped at a minimum of 1/8 inch per linear foot, and should direct perched water to a sump pit where accumulated water may be pumped outside of the below grade area, well away from the home. Where perimeter drainage systems are utilized, they should consist of a minimum 4 -inch diameter perforated or slotted pipe, embedded in free -draining gravel, placed in a trench at least 12 inches in width. The edge of the trench should be sloped at a 1:1 slope beginning at the bottom outside edge of the footing. The trench should not be cut vertically at the edge of the footing. The bottom of the trench should be sloped as directed toward the outfall of the drain system and lined with a polyethylene moisture barrier that is sealed to the foundation walls and extended to at least the edge of the backfill zone. Gravel should extend a minimum of 3 inches beneath the bottom of the pipe and at least 6 inches above the pipe. The gravel should be covered with drainage fabric prior to placement of foundation backfill. A general construction detail of the recommended system is attached. Experience indicates that over a period of time, moist conditions and possibly standing water can develop in crawl space areas. Crawl space areas should be well ventilated to help control humidity and to facilitate moisture release. To help promote drainage towards the perimeter of the structure, we suggest "crowning" the subgrade at the center of the crawl space area. To further control humidity, consideration could be given to placing a vapor retarder on the exposed soils in the crawl space. The vapor retarder should be sealed at joints and attached to concrete foundation elements. 7 Geotechnical Engineering Report Proposed Residential Additions -4541 Reed Street, Wheat Ridge, CO CGG Project No. 17.22.118 Floor Slab Design and Construction: As discussed, the soils encountered on this lot exhibited low expansive potential. This testing was conducted in part to evaluate the risk of movement of conventional slab -on -grade floors. The Slab Performance Risk Categories as defined by the Colorado Association of Geotechnical Engineers (CAGE) are outlined below: Slab Performance Risk Category Representative Percent Swell (500 psf Surcharge) Representative Percent Swell (1,000 psf Surcharge) Low 0 to less than 3 0 to less than 2 Moderate 3 to less than 5 2 to less than 4 High 5 to less than 8 4 to less than 6 Very High 8 or more 6 or more Note: The representative percent swell values presented are not necessarily measured values; rather, they are a judgment of the swell of the soil and/or bedrock profile likely to influence slab performance. According to CAGE recommendations, the use of a slab -on -grade floor system is generally considered acceptable (typical movements will be within generally acceptable tolerances) when bearing on soils or bedrock within the Low and Moderate Slab Performance Risk Categories. The soils encountered on this lot are in the Low Slab Performance Risk Category; therefore, the use of a slab -on -grade floor system is considered suitable at the site. Assuming soil conditions are similar to those encountered in our test boring, we believe there is low risk of post -construction floor slab movement. Typically, slab -on -grade floors will be subject to some movement, even when bearing on low expansive, properly compacted subgrade. We believe that total and differential floor slab movement could be on the order of 1 inch, when bearing on approved soils. If this degree of movement cannot be accepted, the use of a structural floor system, supported independent of the subgrade soils, is recommended as a positive means of eliminating floor system movement. Slab -on -grade subgrade soils should be evaluated prior to foundation construction and all subgrade soils prepared as outlined in the "Earthwork" section of this report. For structural design of concrete slabs - on -grade, a modulus of subgrade reaction of 100 pounds per cubic inch (pci) may be used for floors supported on existing or compacted soils at the site. Additional floor slab design and construction recommendations are as follows: • Positive separations and/or isolation joints should be provided between slabs and all foundations, columns or utility lines to allow independent movement. • Control joints should be provided in slabs to control the location and extent of cracking. 8 Geotechnical Engineering Report Proposed Residential Additions —4541 Reed Street, Wheat Ridge, CO CGG Project No. 17.22.118 • A minimum 2 -inch void space should be constructed below non-bearing partition walls placed on the floor slab. Special framing details should be provided at doorjambs and frames within partition walls to avoid potential distortion. Partition walls should be isolated from suspended ceilings. The thickness of the partition void should be checked periodically and adjusted as needed to maintain a void space. • Interior trench backfill placed beneath slabs should be compacted in accordance with recommended specifications outlined below. • The use of a vapor retarder should be considered beneath concrete slabs on grade that will be covered with wood, tile, carpet or other moisture sensitive or impervious coverings, or when the slab will support equipment sensitive to moisture. When conditions warrant the use of a vapor retarder, the slab designer and slab contractor should refer to ACI 302 for procedures and cautions regarding the use and placement of a vapor retarder. • Floor slabs should not be constructed on frozen subgrade. • Other design and construction considerations, as outlined in Section 302.111 of the ACI Design Manual, are recommended. Final Grading, Surface Drainage and Landscaping: All grades must be constructed to provide positive drainage away from structure during construction, and it is imperative that grades be maintained throughout the life of the proposed residence. Water permitted to pond near or adjacent to the perimeter of structure (either during or post -construction) can result in significantly higher soil movements than those discussed in this report. As a result, any estimations of potential movement described in this report cannot be relied upon if positive drainage is not constructed and maintained, and water is allowed to infiltrate the supporting subgrade. We typically recommend exposed ground around foundations be sloped at a minimum of 10 percent grade for at least 10 feet beyond the perimeter of the building, where possible. Flatter slopes maybe appropriate in areas where site constraints require. The use of swales, chases and/or area drains may be required to facilitate drainage in unpaved areas around the perimeter of the building. After building construction and prior to completion of landscaping, we recommend that verification of final grading be performed to document that positive drainage, as described above, has been achieved. A review of grading should also be performed after landscaping to assure grades have been maintained. Areas where foundation backfill has settled should be repaired immediately to prevent ponding of water adjacent to foundations. Based on our experience, roof drain downspouts tend to deliver large amounts of water near foundations. Downspouts should discharge on pavements or be extended away from the structure a 0 Geotechnical Engineering Report Proposed Residential Additions —4541 Reed Street, Wheat Ridge, CO CGG Project No. 17.22.118 minimum of 5 to 10 feet through the use of splash blocks or downspout extensions. Roof drains may also be designed to discharge to storm sewers by solid, rigid PVC pipe or daylighted to a detention pond or other appropriate outfall, however, a Civil Engineer should be consulted to design the system if this option is considered. We do not recommend discharging flow below the ground surface using flexible pipe, as pipe grades and pipe integrity are difficult to maintain using this product. Outfalls should be protected from damage, blockage, and small animals. Landscaped irrigation adjacent to foundations should be minimized or eliminated. Planters located adjacent to the structure should preferably be self-contained. Sprinkler mains and spray heads should be located a minimum of 5 feet away from the building line and outside the foundation backfill zone, if possible. Trees or other vegetation whose root systems have the ability to remove excessive moisture from the subgrade and foundation soils should not be planted next to the structure. Trees and shrubbery should be kept away from the exterior edges of foundations, a distance at least equal to 1.5 times their expected mature height. Backfill against footings, exterior walls and in utility and sprinkler line trenches should be well compacted and free of all construction debris to reduce the possibility of moisture infiltration. Earthwork: • General Considerations: The following presents recommendations for site preparation, excavation, subgrade preparation and placement of engineered fills on the project. All earthwork on the project should be observed and evaluated by CGG. The evaluation of earthwork should include observation and testing of engineered fills, subgrade preparation, foundation bearing soils and other geotechnical conditions exposed during the construction of the project. • Site Preparation: Strip and remove existing vegetation and other deleterious materials from proposed building and pavement areas. All exposed surfaces should be free of mounds and depressions that could prevent uniform compaction. Stripped materials consisting of vegetation and organic materials should be wasted from the site or used to revegetate landscaped areas or exposed slopes after completion of grading operations. As discussed, loose or low-density soils could be encountered in excavations at the site. These materials may not be suitable for support of foundations directly. CGG should be contacted to observe all foundation excavations, prior to forming for footing construction. If any areas of loose or low-density soils are observed, some limited removal, moisture conditioning, and recompaction may be required. 10 Geotechnical Engineering Report Proposed Residential Additions — 4541 Reed Street, Wheat Ridge, CO CGG Project No. 17.22.118 It is anticipated that excavations for the proposed construction can be accomplished with conventional, heavy-duty earthmoving equipment. The stability of the site subgrade will be affected by precipitation, repetitive construction traffic, or other factors. If unstable conditions are encountered or develop during construction, workability may be improved by scarifying and aeration. Overexcavation of wet zones and replacement with granular materials may be necessary. • Subgrade Preparation: The engineer should evaluate foundation subgrade soils in order to confirm or modify our recommendations for the bearing soils. All subgrade soils below new fill, slab -on - grade floors, exterior PCC flatwork, and pavements should be scarified to a minimum depth of 12 inches, moisture conditioned and compacted as discussed below just prior to construction of these elements. • Compaction Requirements: Clean on-site soils or approved imported materials may be used as fill material. Engineered fill for site development, grading, and below foundations and floor slabs should be placed and compacted in horizontal lifts, using equipment and procedures that will produce recommended moisture contents and densities throughout the lift. Fill soils should be placed and compacted according to the following criteria: Item Description Fill Lift Thickness 8 to 12 inches or less in loose thickness Clayey soils: 95% of standard Proctor dry density (ASTM D698); Compaction Requirements Non -plastic sands: 95% of modified Proctor dry density (ASTM 1557) Clayey soils: Optimum to +3% above optimum moisture content Moisture Content Non -plastic sands: -2% below to +2% above optimum We recommend engineered fill be tested for moisture content and compaction during placement on a regular basis. Should the results of the in-place density tests indicate the specified moisture or compaction limits have not been met, the area represented by the test should be reworked and retested as required until the specified moisture and compaction requirements are achieved. The compacted soils should not be allowed to dry out prior to foundation/floor slab construction. • Excavation and Trench Construction: The clays are expected to stand on relatively steep slopes, however, caving sand soils may also be encountered in excavations during construction. The individual contractor(s) should be made responsible for designing and constructing stable, temporary excavations as needed to maintain stability of both the excavation sides and bottom. All excavations should be sloped or shored in the interest of safety following local and federal regulations, including current OSHA excavation and trench safety standards. The soils to be penetrated by the proposed excavations may vary significantly across the site. The contractor should verify that similar conditions exist throughout the proposed area of excavation. If 11 Geotechnical Engineering Report Proposed Residential Additions — 4541 Reed Street, Wheat Ridge, CO CGG Project No. 17.22.118 different subsurface conditions are encountered at the time of construction, the actual conditions should be evaluated to determine any excavation modifications necessary to maintain safe conditions. As a safety measure, it is recommended that all vehicles and soil piles be kept to a minimum lateral distance from the crest of the slope equal to no less than the slope height. The exposed slope face should be protected against the elements. Additional Design and Construction Considerations: • Exterior Slab Design and Construction: Flatwork and pavements will be subject to post construction movement due to backfill settlement and/or soil/frost heave. The amount of movement will be related to the compactive effort used when the fill soils are placed and future wetting of the subgrade soils. The potential for damage would be greatest where exterior slabs are constructed adjacent to the building or other structural elements. To reduce the potential for damage, we recommend: • exterior slabs in critical areas be supported on a zone of recompacted soils. • Supporting of flatwork at building entrances and other critical areas on haunches attached by the building foundations. • placement of effective control joints on relatively close centers and isolation joints between slabs and other structural elements. • provision for adequate drainage in areas adjoining the slabs. • use of designs which allow vertical movement between the exterior slabs and adjoining structural elements. • Underground Utility Systems: All underground piping within or near the proposed structure should be designed with flexible couplings, so minor deviations in alignment do not result in breakage or distress. Utility knockouts in foundation walls should be oversized to accommodate differential movements. It is strongly recommended that a representative of the geotechnical engineer provide full-time observation and compaction testing of trench backfill within building and pavement areas. • Concrete Corrosion Protection: Testing of select samples of the soils that will likely be in contact with site concrete for the presence of water-soluble sulfates indicated negligible concentrations. ACI rates the measured concentrations as being a negligible risk of concrete sulfate attack. However, for additional protection from concrete sulfate attack, we recommend the use of ASTM Type II Portland cement (or equivalent) for all concrete on and below grade. Project concrete should be 12 Geotechnical Engineering Report Proposed Residential Additions — 4541 Reed Street, Wheat Ridge, CO CGG Project No. 17.22.118 designed for moderate sulfate risk in accordance with the provisions of Section 318, Chapter 4, of the ACI Design Manual. GENERAL COMMENTS CGG should be retained to review the final design plans and specifications so comments can be made regarding interpretation and implementation of our geotechnical recommendations in the design and specifications. CGG should also be retained to provide testing and observation during the excavation, grading, foundation and construction phases of the project. The analysis and recommendations presented in this report are based upon the data obtained from the boring performed at the indicated location and from other information discussed in this report. This report does not reflect variations that may occur across the site, or due to the modifying effects of weather. The nature and extent of such variations may not become evident until during or after construction. If variations appear, we should be immediately notified so that further evaluation and supplemental recommendations can be provided. The scope of services for this project does not include, either specifically or by implication, any environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the potential for such contamination or pollution, other studies should be undertaken. This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with generally accepted geotechnical engineering practices. No warranties, either express or implied, are intended or made. Site safety, excavation support, and dewatering requirements are the responsibility of others. In the event that changes are planned in the nature, design, or location of the project as outlined in this report, the conclusions and recommendations contained in this report shall not be considered valid unless CGG reviews the changes, and either verifies or modifies the conclusions of this report in writing. 13 APPENDIX A BORING LOCATION DIAGRAM BORING LOG Loom ef 1. Z-.- Dt4rtl _W? AWS4 M.VgSLOO N )Dvam uvm a I-- 90'91 M Xl9,4t.00 N Cole Garner Geotechnical BORING NUMBER 1 1070 W. 124th Avenue, Suite 300 PAGE 1 OF 1 Westminster, CO. 80234 Telephone: 303.996.2999 CLIENT Mr. Dean Kunz PROJECT NAME Proposed Residential Additions PROJECT NUMBER 17.22.118 PROJECT LOCATION 4541 Reed Street - Wheat Ridge, CO DATE STARTED 7/5/17 COMPLETED 7/5/17 GROUND SURFACE ELEV. Not Provided PROPOSED ELEV. Not Provided DRILLING CONTRACTOR Elite Drillinq SURFACE CONDITIONS Concrete driveway - approx 5" thick DRILLING METHOD Geoprobe/Solid Stem Auger GROUND WATER LEVELS: HAMMER TYPE Automatic DURING DRILLING 14.00 ft LOGGED BY BE CHECKED BY AG AFTER DRILLING 12.50 ft - 7/13/17 2 p o MATERIAL DESCRIPTION f— W 0 JJ O � 0) Z) a} W d Q U) W 0O U w o: O `L N W o z� W (L Wo Dz F oz 20 U c Q r cr 0 0O(9 W O d a J U Q JQ Wo� FILL - SANDY LEAN CLAY to CLAYEY SAND, fight brown, brown, dry to moist, medium stiff/loose 3 CL/SC CB 100 8/12 11.4 115 -0.3/500 SILTY SAND to CLAYEY SAND, fine to medium grained, dark brown, light brown, brown, dry to wet, very loose to medium dense 14 5 SM CB 100 5112 7.5 106 -0.7/500 10 SM/SC CB 100 16/12 21.7 102 15 FINE to COARSE SAND. with gravel, brown, light brown, mast to wet, medium dense 19 SW -SM CB 100 34/12 13.8 20 CLAYSTONE BEDROCK, sandy, brown, grey, olive -brown, moist, firm to medium hard 35 - CB 100 32/12 14.9 107 25 - CB 100 50/10 15.6 111 30 - CB 100 50/11 18.7 112 35 - CB 25 50 /10 25.6 Appro)dmate bottom of borehole at 35.0 feet. APPENDIX B LABORATORY TEST RESULTS Geotech Cole Garner Geotechnical SWELLICONSOLIDATION TEST 1070 W. 124th Avenue, Suite 300 Westminster, CO. 80234 Telephone: 303.996.2999 CLIENT Mr. Dean Kunz PROJECT NAME Proposed Residential Additions PROJECT NUMBER 17.22.118 PROJECT LOCATION 4541 Reed Street - Wheat Ridge CO 10 8 6 4 a + O J z J z O 2 w o W W o.K V V v _m z O N �- r Q o _I -2 O .E U z 0 U U Ww O -4 a z ww z -6 z m F - z w O '$ O U J m a W 0.1 1 10 100 APPLIED PRESSURE, ksf r N r F n w of 3 0 U) z z T z Note: Water Added to Sample at 500 psf. Date: 7/18/17 Q J w z z 0 U BOREHOLE DEPTH Classification Yd MC% r 1 2.0 FILL -SANDY LEAN CLAY to CLAYEY SAND 115 11 Cole Garner Geotechnical SWELUCONSOLIDATION TEST 1070 W. 124th Avenue, Suite 300 Westminster, CO. 80234 Telephone: 303.996.2999 CLIENT Mr. Dean Kunz PROJECT NAME Proposed Residential Additions PROJECT NUMBER 17.22.118 PROJECT LOCATION 4541 Reed Street - Wheat Ridge CO 10 8 6 4 a + O J U J Z O 2 Q L a W W V � n Q � co Z _Q N 1� Q o J g O U z W O U W ,A1 O -'i a F z c� ww z z -6 M in z w 0 o -8 0 U m a W -10 0.1 1 10 100 U h APPLIED PRESSURE, ksf N n H O O m g BOREHOLE DEPTH Classification MC% U) 0 U) z z Note: Water Added to Sample at 500 psf. Date: 7/18/17 afQ J 01 z z 01 Yd • 1 4.0 SILTY SAND 106 8 • - Garner Geotechnical CO.1070 W. 124th Avenue, Suite 300 80234 Geotech Telephone. -1 •.6 ..• 'CLIENT Dean Kunz PROJECT NAME 4541 Reed St Proposed Residential Additions PROJECT NUMBER 17.22.118 PROJECT LOCATION 4541 Reed St - Wheat Ridge, CO U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS HYDROMETER 1 1 / •1 1 .1 it 1 11 :' 11■rIII1111Y�ulIIIIYIIIIIIY11111YYIIIII111■�III1111■� .,11■�IIIIIII■X1111111■Is 1111 1111111■ 1111111■� .11■�IIIIIII■�Ilil!'1■1111111■1111111■�IIIIIII■� 1■■mIlllll■■®Illllli■mIIIIIII■11■t 11■�If11111■®IIi1111l�,�IIIIII■■III 1■MMIIIIII■t 11■�IIIIIII■®If11111��II1i111■�If11111■1111111■t 1■■mIlllll■mIIIIll1■►iIllill■■111111111 111111111 :,11■�IIIIIII■�IIIIIII■��IIIIIII■�IIIIIIIlls 11■�IIIIIII�®111111■■a Illlll■■IIII11 in 1■■mIlllll■■m111111■■m►111111■01111111 ■E .11■�IIIIIII■�IIIIIII■�i�i1111■�IIIIIII■�IIIIIII■� ,11■�III1111■®1111111■1111111■1111111■�IIi1111■Is 11■�IIIIIII■®1111111■�1111►11■�filiIl■■11111111 ME ,11■�IIIIIII■®1111111■�11111fin IIIIII■■1111111■E 11■�IIIIIII■�11i1111■111111► ■�III1111■�IIIIIII■� 11■�IIIIIII■�IIIIIII■�IIIIIIi� �IlI1111■Hills! 111111011111111111111 PIONEER IIIIIII■ Hills! 1■■mIlllil■■ 0r1Il1111■IIIIII■� 11■�IIIIIII■X1111111■ 1111111■�IIIIIII■E NINE .. 111■�IIIl111■®Iin111■1111111■�IIIf111■�IIf1111■� 11 , 1 •. •11 211111111111111119101- • m��®m 1111■ ■�� 1111■ =COBBLES GRAVEL SAND SILT OR CLAY coarse fine coarse medium fine rsNDill evgepLVFV8gVrafaFs'3rp wuE)\)%3lim8XSa+m_meaa aemazWLZe-o„wmaeae-aamse �a-j z 2 �a- ca /< a. a- a- �/ Wk{ Ea 2 2 \ \{ z z \ ) Oco ° E! \ / \ cC) �k ¥ a LL O w/ U) � e 2 7 A5 »§ 0 0 = o $LU 75 2 L ~ 1 ° -u Z5 \ o ? 0 § \ \ / 3 > n o R o CO 9 ff k/ k 8 \ 2 2 +$ m e== o w& ƒ \� Q R & \ ƒ \ ƒ / c 2 / w � \ o� n / / 2 = § � v c c C) k &7) z k /EEE c c c E c 7/ Ea _% / $ƒ w w ww 2$ Of _ = m m m = // �\ k Z §� 6 U 200000 R e w e m o /ƒ 2 m m m m C� \ � a g z C) 7 U@® 2 7 7± U U Q U //k� cLU£ /§ \ q# 2/ 2 04% CO . k [ z u o 7 w rsNDill evgepLVFV8gVrafaFs'3rp wuE)\)%3lim8XSa+m_meaa aemazWLZe-o„wmaeae-aamse APPENDIX C GENERAL NOTES PERIMETER DRAIN DETAIL Geotech GENERAL NOTES DRILLING & SAMPLING SYMBOLS: SS: Split Spoon - 1%" I.D., 2" O.D., unless otherwise noted HS: Hollow Stem Auger ST: Thin -Wailed Tube — 2.5" O.D., unless otherwise noted PA: Power Auger RS: Ring Sampler - 2.42" I.D., 3" O.D., unless otherwise noted HA: Hand Auger CB: California Barrel - 1.92" I.D., 2.5" O.D., unless otherwise noted RB: Rock Bit BS: Bulk Sample or Auger Sample WB: Wash Boring or Mud Rotary The number of blows required to advance a standard 2 -inch O.D. split -spoon sampler (SS) the last 12 inches of the total 18 -inch penetration with a 140 -pound hammer falling 30 inches is considered the "Standard Penetration" or "N -value". For 2.5" O.D. California Barrel samplers (CB) the penetration value is reported as the number of blows required to advance the sampler 12 inches using a 140 -pound hammer falling 30 inches, reported as "blows per inch," and is not considered equivalent to the "Standard Penetration" or "N -value". WATER LEVEL MEASUREMENT SYMBOLS: WL: Water Level WS: While Sampling WCI: Wet Cave in WD: While Drilling DCI: Dry Cave in BCR: Before Casing Removal AB: After Boring ACR: After Casing Removal Water levels indicated on the boring logs are the levels measured in the borings at the times indicated. Groundwater levels at other times and other locations across the site could vary. In pervious soils, the indicated levels may reflect the location of groundwater. In low permeability soils, the accurate determination of groundwater levels may not be possible with only short-term observations. DESCRIPTIVE SOIL CLASSIFICATION: Soil classification is based on the Unified Classification System. Coarse Grained Soils have more than 50% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are principally described as clays if they are plastic, and silts if they are slightly plastic or non -plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse-grained soils are defined on the basis of their in-place relative density and fine-grained soils on the basis of their consistency. FINE-GRAINED SOILS COARSE-GRAINED SOILS Boulders BEDROCK With (CB) (SS) 12 in. to 3 in. (300mm to 75 mm) (CB)SSS , Relative (CBJ (SS), Blows/Ft. Blows/Ft. Consistency Blows/Ft. Blows/Ft. Density Blows/Ft. Blows/Ft. Consistency <3 0-2 Very Soft 0-5 <3 Very Loose < 24 < 20 Weathered 3-5 3-4 Soft 6-14 4-9 Loose 24-35 20-29 Firm 6-10 5-8 Medium Stiff 15-46 10-29 Medium Dense 36-60 30-49 Medium Hard 11-18 9-15 Stiff 47-79 30-50 Dense 61-96 50-79 Hard 19-36 16-30 Very Stiff > 79 > 50 Very Dense > 96 > 79 Very Hard > 36 > 30 Hard RELATIVE PROPORTIONS OF SAND AND GRAVEL Descriptive Terms of Percent of Other Constituents Dry Weight GRAIN SIZE TERMINOLOGY Major Component of Sample Particle Size Trace < 15 Boulders Over 12 in. (300mm) With 15-29 Cobbles 12 in. to 3 in. (300mm to 75 mm) Modifier > 30 Gravel 3 in. to #4 sieve (75mm to 4.75 mm) Sand #4 to #200 sieve (4.75mm to 0.075mm) Silt or Clay Passing #200 Sieve (0.075mm) RELATIVE PROPORTIONS OF FINES PLASTICITY DESCRIPTION Descriptive Terms of Percent of Other Constituents Dry Weight Term Plasticity Index Trace < 5 Non -plastic 0 With 5-12 Low 1-10 Modifiers > 12 Medium 11-30 High 30+ UNIFIED SOIL CLASSIFICATION SYSTEM Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests" Soil Classification Group Symbol Group NameB Coarse Grained Soils Gravels Clean Gravels Cu Z 4 and 1 s Cc s 3E GW Well graded gravel' More than 50% retained More than 50% of coarse Less than 5% fines` fraction retained on Cu < 4 and/or 1 > Cc > 3E GP Poorly graded gravel` on No. 200 sieve No. 4 sieve Gravels with Fines More Fines classify as ML or MH GM Silty gravelF I " than 12% fines` Fines classify as CL or CH GC Clayey gravel` I." Sands Clean Sands Cu a 6 and 1 5 Ccs 3E SW Well graded sand' 50% or more of coarse Less than 5% fines' Cu < 6 and/or 1 > Cc > 3E SP Poorly graded sand' fraction passes No. 4 sieve Sands with Fines Fines classify as ML or MH SM Silty sand`,' More than 12% fines' Fines classify as CL or CH SC Clayey sand'"' Fine -Grained Soils Silts and Clays Inorganic PI > 7 and plots on or above "A" line' CL Lean clay"L" 50% or more passes the Liquid limit less than 50 PI < 4 or plots below "A" line' ML Silt" --m No. 200 sieve Organic Liquid limit - Oven Organic clay"`"" dried <0.75 OL Liquid limit - not Organic silt" L."LO dried Silts and Clays Inorganic PI plots on or above "A" line CH Fat clay,`" Liquid limit 50 or more PI plots below "A" line MH Elastic silt"`"" Organic Liquid limit - oven dried Organic clay'L'."' < 0.75 OH Liquid limit - not dried Organic silt"L"A° Highly organic soils Primarily organic matter, dark in color, and organic odor PT Peat "Based on the material passing the 3 -in. (75 -mm) sieve "If fines are organic, add "with organic fines" to group name. e If field sample contained cobbles or boulders, or both, add "with cobbles ' If soil contains a 15% gravel, add "with gravel" to group name. or boulders, or both" to group name. J If Atterberg limits plot in shaded area, soil is a CL -ML, silty clay. cGravels with 5 to 12% fines require dual symbols: GW -GM well graded "If soil contains 15 to 29% plus No. 200, add "with sand" or "with gravel with silt, GW -GC well graded gravel with clay, GP -GM poorly gravel," whichever is predominant, graded gravel with silt, GP -GC poorly graded gravel with clay. L If soil contains z 30% plus No. 200 predominantly sand, add °Sands with 5 to 12% fines require dual symbols: SW -SM well graded "sandy" to group name. sand with silt, SW -SC well graded sand with clay, SP -SM poorly graded "''If soil contains z 30% plus No. 200, predominantly gravel, add sand with silt, SP -SC poorly graded sand with clay "gravelly" to group name. i ECu = D6dDi0 Cc = (D3o) "PI z 4 and plots on or above "A" line. D,o x D6o 0 P < 4 or plots below "A" line. F If soil contains a 15% sand, add "with sand" to group name. P PI plots on or above "A" line. GIf fines classify as CL -ML, use dual symbol GC -GM, or SC -SM. °PI plots below "A" line. 60 For classification of fine-grained 1 •; soils and fine-grained fraction 'I 50 —of coarse-grained soils Equation of "A" - line Horizontal at PI_4 to LL -25.5. X 40 -- then PI=0.73 (LL -20) O -_— —� p Equation of "U" - line Z Vertical at LL=16 to PI=7, the PI=0.9 G� 30 (LL 1 o&0v 20 G 1 a MH or OH 10 — -- -- ----- -----' -- - a--- L - MIL MLo OL 0 - 0 10 16 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT (LL) ROCK CLASSIFICATION (Based on ASTM C-294) Sedimentary Rocks Sedimentary rocks are stratified materials laid down by water or wind. The sediments may be composed of particles or pre-existing rocks derived by mechanical weathering, evaporation or by chemical or organic origin. The sediments are usually indurated by cementation or compaction. Chert Very fine-grained siliceous rock composed of micro -crystalline or cyrptocrystalline quartz, chalcedony or opal. Chert is various colored, porous to dense, hard and has a conchoidal to splintery fracture. Claystone Fine-grained rock composed of or derived by erosion of silts and clays or any rock containing clay. Soft massive and may contain carbonate minerals. Conglomerate Rock consisting of a considerable amount of rounded gravel, sand and cobbles with or without interstitial or cementing material. The cementing or interstitial material may be quartz, opal, calcite, dolomite, clay, iron oxides or other materials. Dolomite A fine-grained carbonate rock consisting of the mineral dolomite [CaMg(CO3)21- May contain noncarbonate impurities such as quartz, chert, clay minerals, organic matter, gypsum and sulfides. Reacts with hydrochloric acid (HCL). Limestone A fine-grained carbonate rock consisting of the mineral calcite (CaCO3). May contain noncarbonate impurities such as quartz, chert, clay minerals, organic matter, gypsum and sulfides. Reacts with hydrochloric acid (HCL). Sandstone Rock consisting of particles of sand with or without interstitial and cementing materials. The cementing or interstitial material may be quartz, opal, calcite, dolomite, clay, iron oxides or other material. Shale Fine-grained rock composed of or derived by erosion of silts and clays or any rock containing clay. Shale is hard, platy, of fissile may be gray, black, reddish or green and may contain some carbonate minerals (calcareous shale). Siltstone Fine grained rock composed of or derived by erosion of silts or rock containing silt. Siltstones consist predominantly of silt sized particles (0.0625 to 0.002 mm in diameter) and are intermediate rocks between claystones and sandstones and may contain carbonate minerals. ROCK CLASSIFICATION (Based on ASTM C-294) Metamorphic Rocks Metamorphic rocks form from igneous, sedimentary, or pre-existing metamorphic rocks in response to changes in chemical and physical conditions occurring within the earth's crust after formation of the original rock. The changes may be textural, structural, or mineralogic and may be accompanied by changes in chemical composition. The rocks are dense and may be massive but are more frequently foliated (laminated or layered) and tend to break into platy particles. The mineral composition is very variable depending in part on the degree of metamorphism and in part on the composition of the original rock. Marble A recrystallized medium- to coarse-grained carbonate rock composed of calcite or dolomite, or calcite and dolomite. The original impurities are present in the form of new minerals, such as micas, amphiboles, pyroxenes, and graphite. Metaquartzite A granular rock consisting essentially of recrystallized quartz. Its strength and resistance to weathering derive from the interlocking of the quartz grains. Slate A fine-grained metamorphic rock that is distinctly laminated and tends to split into thin parallel layers. The mineral composition usually cannot be determined with the unaided eye. Schist A highly layered rock tending to split into nearly parallel planes (schistose) in which the grain is coarse enough to permit identification of the principal minerals. Schists are subdivided into varieties on the basis of the most prominent mineral present in addition to quartz or to quartz and feldspars; for instance, mica schist. Greenschist is a green schistose rock whose color is due to abundance of one or more of the green minerals, chlorite or amphibole, and is commonly derived from altered volcanic rock. Gneiss One of the most common metamorphic rocks, usually formed from igneous or sedimentary rocks by a higher degree of metamorphism than the schists. It is characterized by a layered or foliated structure resulting from approximately parallel lenses and bands of platy minerals, usually micas or prisms, usually amphiboles, and of granular minerals, usually quartz and feldspars. All intermediate varieties between gneiss and schist and between gneiss and granite are often found in the same areas in which well-defined gneisses occur. ROCK CLASSIFICATION (Based on ASTM C-294) Igneous Rocks Igneous rocks are formed by cooling from a molten rock mass (magma). Igneous rocks are divided into two classes (1) plutonic, or intrusive, that have cooled slowly within the earth; and (2) volcanic, or extrusive, that formed from quickly cooled lavas. Plutonic rocks have grain sizes greater than approximately 1 mm, and are classified as coarse- or medium -grained. Volcanic rocks have grain sizes less than approximately 1 mm, and are classified as fine-grained. Volcanic rocks frequently contain glass. Both plutonic and volcanic rocks may consist of porphyries that are characterized by the presence of large mineral grains in a fine-grained or glassy groundmass. This is the result of sharp changes in rate of cooling or other physico-chemical conditions during solidification of the melt. Granite Granite is a medium- to coarse-grained light-colored rock characterized by the presence of potassium feldspar with lesser amounts of plagioclase feldspars and quartz. The characteristic potassium feldspars are othoclase or microcline, or both; the common plagioclase feldspars are albite and oligoclase. Feldspars are more abundant than quartz. Dark -colored mica (biotite) is usually present, and light-colored mica (muscovite) is frequently present. Other dark -colored ferromagnesian minerals, especially honblende, may be present in amounts less than those of the light-colored constituents. Quartz-Monzonite Rocks similar to granite but contain more plagioclase feldspar than potassium and Grano -Diorite feldspar. Basalt Fine-grained extrusive equivalent of gabbro and diabase. When basalt contains natural glass, the glass is generally lower in silica content than that of the lighter - colored extrusive rocks. LABORATORY TEST SIGNIFICANCE AND PURPOSE TEST SIGNIFICANCE PURPOSE California Bearing Used to evaluate the potential strength of subgrade soil, Pavement Thickness Ratio subbase, and base course material, including recycled Design materials for use in road and airfield pavements. Consolidation Used to develop an estimate of both the rate and amount of Foundation Design both differential and total settlement of a structure. Direct Shear Used to determine the consolidated drained shear strength Bearing Capacity, of soil or rock. Foundation Design, and Slope Stability Dry Density Used to determine the in-place density of natural, inorganic, Index Property Soil fine-grained soils. Behavior Expansion Used to measure the expansive potential of fine-grained Foundation and Slab soil and to provide a basis for swell potential classification. Design Gradation Used for the quantitative determination of the distribution of Soil Classification particle sizes in soil. Liquid & Plastic Limit, Used as an integral part of engineering classification Soil Classification Plasticity Index systems to characterize the fine-grained fraction of soils, and to specify the fine-grained fraction of construction materials. Permeability Used to determine the capacity of soil or rock to conduct a Groundwater Flow liquid or gas. Analysis pH Used to determine the degree of acidity or alkalinity of a Corrosion Potential soil. Resistivity Used to indicate the relative ability of a soil medium to carry Corrosion Potential electrical currents. R -Value Used to evaluate the potential strength of subgrade soil, Pavement Thickness subbase, and base course material, including recycled Design materials for use in road and airfield pavements. Soluble Sulfate Used to determine the quantitative amount of soluble Corrosion Potential sulfates within a soil mass. Unconfined To obtain the approximate compressive strength of soils Bearing Capacity Compression that possess sufficient cohesion to permit testing in the Analysis for unconfined state. Foundations Water Content Used to determine the quantitative amount of water in a soil Index Property Soil mass. Behavior REPORT TERMINOLOGY (Based on ASTM D653) Allowable Soil The recommended maximum contact stress developed at the interface of the foundation Bearing Capacity element and the supporting material. Alluvium Soil, the constituents of which have been transported in suspension by flowing water and subsequently deposited by sedimentation. Aggregate Base A layer of specified material placed on a subgrade or subbase usually beneath slabs or Course pavements. Backfill A specified material placed and compacted in a confined area. Bedrock A natural aggregate of mineral grains connected by strong and permanent cohesive forces. Usually requires drilling, wedging, blasting or other methods of extraordinary force for excavation. Bench A horizontal surface in a sloped deposit. Caisson (Drilled A concrete foundation element cast in a circular excavation which may have an enlarged Pier or Shaft) base. Sometimes referred to as a cast -in-place pier or drilled shaft. Coefficient of A constant proportionality factor relating normal stress and the corresponding shear stress Friction at which sliding starts between the two surfaces. Colluvium Soil, the constituents of which have been deposited chiefly by gravity such as at the foot of a slope or cliff_ Compaction The densification of a soil by means of mechanical manipulation Concrete Slab -on- A concrete surface layer cast directly upon a base, subbase or subgrade, and typically used Grade as a floor system. Differential Unequal settlement or heave between, or within foundation elements of structure. Movement Earth Pressure The pressure exerted by soil on any boundary such as a foundation wall. ESAL Equivalent Single Axle Load, a criteria used to convert traffic to a uniform standard, (18,000 pound axle loads). Engineered Fill Specified material placed and compacted to specified density and/or moisture conditions under observations of a representative of a geotechnical engineer. Equivalent Fluid A hypothetical fluid having a unit weight such that it will produce a pressure against a lateral support presumed to be equivalent to that produced by the actual soil. This simplified approach is valid only when deformation conditions are such that the pressure increases linearly with depth and the wall friction is neglected. Existing Fill (or Materials deposited throughout the action of man prior to exploration of the site. Man -Made Fill) Existing Grade The ground surface at the time of field exploration. REPORT TERMINOLOGY (Based on ASTM D653) Expansive The potential of a soil to expand (increase in volume) due to absorption of moisture. Potential Finished Grade The final grade created as a part of the project. Footing A portion of the foundation of a structure that transmits loads directly to the soil. Foundation The lower part of a structure that transmits the loads to the soil or bedrock. Frost Depth The depth at which the ground becomes frozen during the winter season. Grade Beam A foundation element or wall, typically constructed of reinforced concrete, used to span between other foundation elements such as drilled piers. Groundwater Subsurface water found in the zone of saturation of soils or within fractures in bedrock. Heave Upward movement. Lithologic The characteristics which describe the composition and texture of soil and rock by observation. Native Grade The naturally occurring ground surface. Native Soil Naturally occurring on-site soil, sometimes referred to as natural soil. Optimum Moisture The water content at which a soil can be compacted to a maximum dry unit weight by a Content given compactive effort. Perched Water Groundwater, usually of limited area maintained above a normal water elevation by the presence of an intervening relatively impervious continuous stratum. Scarify To mechanically loosen soil or break down existing soil structure. Settlement Downward movement. Skin Friction (Side The frictional resistance developed between soil and an element of the structure such as a Shear) drilled pier. Soil (Earth) Sediments or other unconsolidated accumulations of solid particles produced by the physical and chemical disintegration of rocks, and which may or may not contain organic matter. Strain The change in length per unit of length in a given direction. Stress The force per unit area acting within a soil mass. 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S�— Permit Number: r�;)O/�Q3� ❑ No one available for inspection: Time () ' 11Y "AM/PM Re -Inspection required: Yes `' No When corrections have been made, call for re -inspection at 303-234-5933 Datel,�' //' /Inspector:�)�� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE%�� Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: )v F(ta-M t Job Address: 1I5e-ll kd Sf- Permit Number: 7 b% %D q3o ❑ No one available for inspection: Time �AMPM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date://, 17 Inspector: DO NOT REMOVE THIS NOTICE !u n . 0 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: t' S Permit Number: 17 0 ❑ No one available for inspection: Time / Re -Inspection required: Yes'Nor When corrections have been made, call for re -inspection at303-234-5933 Date: ft ` �)& - / 7 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: , �D ❑ No one available for inspection: Time �5 () M Re -Inspection required: Yes rNo When corrections have been made, call for re -inspection at 303-234-5933 Date:_Inspector: DO NOT REMOVE THIS NOTICE 4' `CITY OF WHEAT RIDGE _]��Building Inspection Division ' (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: / / /fit Job Address: Jr�% S Permit Number: ❑ No one available for inspection: Time d, f AMLP Y) Re -Inspection required: Yes ,'No When corrections have been made, calf -for re -inspection at 303 -234 - Date: 2-3' /7 Inspector: 6/ /)6 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGEICt�-' Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 31--S/ &0 Job Address: /(-,-e Permit Number: . 0_115qsa 36 ❑ No one available for inspection: Time AM[PM,) Re -Inspection required: Yes(Nom' When corrections have been made, call for re -inspection at 303-234-5933 Date: A�- ;)3• % i Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE $$ Building Inspection Division (303) 234-5933 Inspection line , (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: J iJ( fi/4 ),c/ Job Address: Permit Number: 6.j %O�93a ❑ No one available for inspection: Time rqM/Y' M MT. Re -Inspection required: s No When corrections have been made, call for re -inspection at 303 -234 - Date: /_7 Inspector: �� 9 j6�1- DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE �/ Building Inspection Division 1 (303) 234-5933 inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: / �;.PGL I,(if- Job Address: G S Permit Number: /�J ❑ No one available for inspect•, : Time - �M/ M Re -Inspection required: YesXfor When corrections have been madenspection at 303-2 34-5933 Date: /10(C?0- Inspector: -,,j1/ DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE , I Building Inspection Division A (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Az5 4-::::c- Permit Number: %U �GJjQ ❑ No one available for inspec-t' n: Time A /1' Re -Inspection required: Yes No--;? When corrections have been made, call for re -inspection at 303-234-5933 ,j Date: U Inspector: k.)00 G / /�Q(% DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE �'(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax ' INSPECTION NOTICE Inspection Type: �L�C.(%� Ike—(� Job Address: 7S7/ -- Permit /--- Permit Number: ❑ No one available for inspection: Time _% j o KIPM Re -Inspection required: (y No *When corrections have been made, call for re -inspection at $03-234-5833 Date:fQ-/ •/7' � Inspector: % l'� )r�1 — DO NOT REMOVE THIS NOTICE E ISSUED: 05/13/2010 tirc WFF,3T t'Q66.M3.1F-0i'rY OE GP E T P T }�5'ClISdEfli,3 e3fni: tvrtrrrsb r" �G / �� Bi91Li :3tt3 #S?�fiE— {3t#33 --- X933). Daie: G1TY{i xa F € HEAT MGE 7500 WEST 29TH AVENUE p ct pRA�� WHEAT MDGE, CCt SOM - (303- 235.2055) APPUCATION `N Property Owner: }'''tLbA Mkoz— Poperty Address: �j q/ � %awr // Pima: , N D� $�✓( 3 Contractor License No. J � T 7�` Company: � fJ CaO Phone: 5) - OWNERCONTRACTORSISKATUREOF MER5i3NDMIC AND A GREEMW i hereby certki that:te setcacc Liskances proposed by hi. pent a a*pttiaadon are 2xrsrte, and do not vralar, �� 7� 0o6 appli�ble ortllnances, raies or rapgultonsof #la Cb ofWheatRidge,ormenantt, its or reshl n.s of COTItSt't'83D6011 Valt!e: S" record: Vt tall sfBo511ieRJ2nts shoun: and aUegaf �aNS are accurate,ta!4 harveread al1G"aQi£E-1,a c51fxe }` Ptrr%L1L�vt;t $ gn.� 3 all corud'ho rs prted on this apyllcadon and Mal; asa'ha Pat) rospop= eshty rorcarmd aade wits trio Wheat po* i „' d 3 t SuMint GodejL.8 Cl and all ct#s ` Ne tv tR' atsrdi , fruvx#hurrdekis penit, s Use Tax: (OWNEF?bCGNTfIA �3ft }.SiO3d +3hT£ �/ Q i { O'. h `N'cRi(GONl'P.AG70f?;:PA9N7"ck3 /• 4 @d @ :- Ck,7t Toad Fee: $ • 00 DESCRlPTIM 00, 000 bfu BUILDING DEPART ENT tlSE ONLY SIC Pt: $ONINGC6IAMENIS: Approval: Zoning Huiaw�C s< �. Appr©vat 1 PuEuc WoaxsCom?jENrs: i Approval: r ) i35 Roof StC 365 RcRba£ , ,21 L. i =5' z ( Mectianical License No: Electrical License No: Plombingboense No; company- "Tiiianys Company: Expiration Date: ExorAora lute: Wiration Date: Approval; AppirdVal. gal: i 3Msrxuma'( 33sys95n accwa� - nc4rli�n3bf➢�'s�'n33$twth sn �ow'AARFrcalwn ssd i53uMfcclr,2t=¢lsns oP kdB;r4atzsfi Co3asdn aatl fo C:tzma�{Fceaui�irs:s :as �nikSing CGd¢3 a4iYneazT3i3Qa„drolorctl9¢rarya T+gktf or$+t+�ra-sat3Ya Coy. -, - ' (2) . 'ihn p¢ mstaha7l ez 7uraa7jAjheamk¢ vffiamed( snMmmmetace2 +wiflssnarity54)zfixys tmrrs°xsweskatfor{ej 2h¢L>sarg aufhoraed SSSaspfncfsfrrancorstd tors (3) 1r 3dIiB }ei9R7I ai�fw]RdY -1 #fE�t LYlEk2lf ibR aiy: ,lipid mechaaa¢s hzix D¢xn Grag9 Ef srmde 4skht orxna$ pWna (d} No worlco Dt M aSrat tNt 8u?rtiset Tht, -a adar3hfaggraval iheba�ii g— d-- vtiGtresu4nuac¢;:}aw. rulearxeyul 3On. Cw'iet Samnoinsgector ♦ ♦ CITY OF WHEAT RIDGE Building Inspection Division r (303) 234-5933 Inspection line `(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: k`o(; Job Address: ~:_z;-4 1 ST Permit Number: &19-G ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No' When corrections have been made, call for re -inspection at 303-234-5933 i Date: O -12 - 4 9 Inspector: f`U DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax NOTICE Inspection Type: Job Address: Permit Number: I ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes No 'When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: X O:Inspector: 60 NOT REMOVE T S NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division I (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: X4 IM,!/'r'! Job Address: t l� 171 11' Permit Number: Cif /�?() ❑ No one available for inspection: Time ff3� l� M/ M Re- Inspection required: Yes No/ "When corrections have been made, cali r - inspection at 303- 234 -5933 Date: - %l('tfi Inspector: f ny��et� DO NOT REMOVE THIS NOTICE f ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: LC 0-F/~ Job Address: 415 4)1 1\ 5r5b ST_ Permit Number: 09 I & `40 i;. f ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No "When corrections have been made, call fog re-inspection at 303-234-5933 Date: inspector; - DO NOT REMOVE THIS NOTICE 1, 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: 1OAnei, Job Address: Permit Number: L9'/4520 ❑ No one available for inspection: Time 5,'2.5r AM /PM Re- Inspection required: es_ No "When corrections have been made, call for re- inspection of 303 -234 -5933 Date: `7 Inspector DO NOT REMOVE THIS NOTICE 41 V, City of Wheat Ridge Residential Roofing PERMIT - 091620 PERMIT NO: .091620 ISSUED: 08/25/2009. JOB ADDRESS: 4541 REED ST EXPIRES: 02/2.1/2010 DESCRIPTION: Reroof, 30...47 sqs CONTACTS owner 303/424-9201 Hilda Mark - sub 303/991-0504 Scott Mills 09-0254 Force 5 Roofing. j * * PARCEL INFO. ZONE CODE : UA USE: UA SUBDIVISION: 0298 BLOCK/LOT#: 0/ **FEE SUMMARY ESTIMATED PROJECT VALUATION: 8,399.72 FEES Permit Fee 217.5071§ Reinspection Fee - 61.00 ~Y ( 4101 Total Valuation .00 Use Tax .151.19 TOTAL 429.69 Conditions. 6 nail installation & mid-roof inspection required. Board sheathing spaced more than a 1/2 of an inch apart requires plywood overlay on entire roof. Ice and X water shield required from eave edge to 21 . inside exterior walls. Subject to field inspections. I hereby certify that thCnces, istances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regthe city of wheat Ridge or covenants, easements or restrictions of record; that all measurement shown, and made are accurate; that I have read and agree to abide by all conditions printed on this applicatio and that I a responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicabl eat Ridge 0 for work ugder this permit. Plans subject to field inspection. y' sign e. of. cont ctor/ er date y r„ 1. This permit was issu d in accordance with the provisions set forth in your application and is. subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any. other applicable ordinances of the City. 2. This permit. shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at. the discretion of the Building Official.. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not - exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year,. full fees shall be paid for a new permit. l 7 4. No work of any manner shall be done that Will change the natural flow of water causing a drainage problem.. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding. with successive phases of the job. 6. The issuance. of a permit or the approval of drawings and specifications shall not be construed to be apermit for, nor an approval of, any yjiglation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan rev' w s ject to field inspections. '.Signature of C of ilding Official date INSPECTIO REQUEST LINE: (303)234-5933 BUILDING OFFICE: .(303)235-2855 REQUESTSMUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.. r ~oFW"E^'p~op City of Wheat Ridge Building Division Date: g~2s f 09 m 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-235-2857 Plan M, COLORA00 Inspection Line: 303-234-5933 permit#: Ogl&F o Building Permit Application 4511 Reed 9t- Property Owner (please print): MlY Phone: 3 03 . Lf Zq JZb ) Mailing Address: (if different than property address) Address: State, e &f+e lr Contractor: nul)(\ v Contractor License rzw Phone: 3 o} , qa I I . 0 5 ,~t-} Syb Contractp7s' Electrical City License Plumbing City License Company: Company C,Ca✓t~l ~(,t7~' Mechanical City License #:1~~ is Company: ~zo.918 H.9K2 Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: I~t yVe WI 11 Use of space (description): Construction Value: $ S . q -:'2 9 } 1~ 1- , miaotI011 `Of w .rl ~t L (as calculated per the Building Valuation Data sheet) CL ..T re r n f 30"+-+ Quov Plan Review (due at time of submittal): $ Q A , I k 121A-JE V 30 yv t~D ~,irc4wOVd Df IX . Sq. Ft./L. Ft added: Squares 90- 4--+ BTU's Gallons Amps fee ~QnK- OWNERICONTRACTOR 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 the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENT VE of (OWNER) (CONTRATOR) PRINTNAME: W)- 1"tl t4~ SIGNATURE: Date: 7125) v FJZS CD d- o` 7 O o C N ~ n ~ 0 m ~ 3 a a J .C)+, ~e a Ip ~ M 0 O 0 C`\ N Q ~ O q e ~ 0 , Z~ •q ~ ~ ~ Z n ~ 0 _ tc o -i a ~ 5 a ~ ~ 0 y m ~ m~ . " ~ N` < ° ~ ~ o C m d ~ 0 3 Z Z a 0 o N ~ ~ O y \ 7 C ~N ~v t y O ~ y rL - m 0 a g < s 0 'T1 O C v c 2 w N v v m C ~ v YI v ~ ~ 3 ~ ~ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 13573 BUIIDING INSPECTION LINE - 303-234-5933 Date : 3/19/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address : 4541 REED ST Contractor License No. : 17152 Phone 424-9201 Company : Precise Plumbing Phone : 534 0881 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 resfrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) Description : REPLACE WATER HEATER, READY FOR INSPECTION Construction Value : $450.00 Permit Fee : $23.50 Plan Review Fee : $0.00 Use Tax : $0.00 Total: $2150 Use. X:a BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : Zoning : Approval : ~ ~ 000* Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No :17152 Mechanical License No : Company : Company :Precise Plumbing Company : Expiration Date : 9/13/02 Expiration Date : Approval OKIKS Expiration Date : Approval : Approval (1) This permit was issued in accordance with ihe provisions set forth in yopur application antl is subject to the laws of ihe State of Colorado and to the ZoR~nq Regulations and Building Code of Wheat Ridge, Cobratlo or any other applicable ordinances of the Ciry. (2) This permit shali expire if (A) the work authorized is not commenced within sixry (60) days from issue date or (B) the builtling authorized is suspentled or abandoned Por a penod of 720 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications antl any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full Fees shall be paid for a new permit. (4) No work of any manner shall be done thatwill change the natural tlow of water causing a tlrainage problem. (5) Contrector shall notify the Building Inspeclor hvenry-four (24) hours in atlvance for all inspections and shall receive written approval on inspection wrd before proceetliing with successive phases oFthe job. (6) The lssuance of a permit or lhe approval of drewings and specifcations shatl not be conffimed to be a permil for, nor an approval of, any violation of the provi ' s of the buil ing cotles or any other ordinance, law, mle or regulation. Chv il in spector OEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : vsy / 14~ec/ 5 t Phone : ya 9"A d' / Property Address : Contractor License No. : 7i s-z Company: P~PCisc X/'M l%••~. ~.,c. , OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 neraby certAy that Ne setback tlisnnces oroDOSea DY this DemM apOiKatfcn are atcurats. anC Co not wolate aoOUdDia oromancas. rubs or rcguuuons of the C8y of VMaat Ridge or covenanu. easemenn or rcstnCnons of recof0: Nat aY meuuremerKS shOwn. ano ailsgwons ;ma0s aro accunce: Nat 1 have reaG arW ayrse to abqe Dy all eonCitbns DnnteE on tliis appucatlon. ana mat 1 assume full rcsoons~bYily Por ewnpnsncs wuh Me WMat Ridqs BuYdirg Code (U.B.C.) ana all oMer aPO~abla Wheat fLdya ominancss. !or work utWer Mis psrtnR. (OWNER)(CONTRACTOR) SIGNEDO = OATE Phone : s'~'y- o S' fr' / Construction Value : Pertnit Fee : 2.3 So Use Tax : ;PO^5 Tohdl : 21 -S' G Description: r~~o/ce ~.14-1- 440'74i- J/'fR0'7 i75;i004 BUILDING DEPARTMENT USE ONLY pahwant Approval : Zoning : H811dNt~~08ie~iw! Approvai Approval : Occupancy : Walls Roof : Stories : Residentlal Units : Electncal License No : Plumbing License No : Mechanical License No : Company : ExpiraNon Date : Approval: Company: Expiredon Date : Approval: Company : Expiratlon Date : Approval : qufrsd." ~ ~ ~+,~it' u1rStl ~ : PMs'RiFqufred~ ~ -P(rhs Re- (1) This xrmn was iswea n acsiaanu r+m me pownns sw kxu+ n yoour aopKaeon ana u suqmx ro tna wn d tM Stau W Cobnao uq m iM Zmvq Repuuuons ana Buibrtg Coaa of Nmeat Waqa. Co:orsao a airy anar aoWraoM aainancef ot Ne Cdy. ;2I This pemrt snLl eiqro A(A1 tlfa walc au0qnzla a ro1 COrtvMntea vnvun Lwly (80) CaYt trqn iSSw WU d(8) IM DuYEUq nu1Mn2aG If iuiCYbW Of awMOneo for a oxco ol 120 asys. (17 il wf Oem+n a:arsa. a naw oaimt m+Y w Moawna ror a lee W a+"n mai smount nomaW'aauuea. Omraw no uw0os no" ewi or wiY w mw" n tM orgnai Wans ara soarfieaeoru uw aIM Susoen+ia+ a soanaonment naf na Oxowaw ons (1) Ysr. u wrpu us maae a ASwp8mion a awiaomrn etclaas one 11) Ytu. lull hef; anaM Oe ow br a naw wrtM 1A1 No wax of anv manner snan De aona mat ww wrqe me naturll Ilow d waw nusm9 a anw9a orodan. ; 51 Convaaor snan rouN me Bmamg inaoseror nrann-'a+r (2+) noun m swsnce ra an mspecuons am Maa racena wnasn approvai on inswemn nio wft~ 0/oceeoisn9 w'N SuCCC33rv! 011ifl3 OI Ne p00. (6) The ufwnCe ol a Oermtt Or Ne IOWMi ol Onwings anG 30ea1iCabons snall nol Da ConSWeC b De 7 plrtM fOt, not in aOOrovaI Of. iny vq1aUM W QN 0MvL%WA 0f I71! DuiiCin9 fbClS Or iny OIOlr Ofp10inCl. 12w. N•! Of lt91NltOfl. Chief Bwlding inspecror For Mayor THIS PERMIT VALID ONLY WHEN SIC,NED BY THE CHIEF BUILDtNG INSPECTOR AND MAYOR CALL: 2345933 24 HOURS PRIOR TO INSPECTION 7500 WEST 291h AVENUE 237-6944 EXT. 255 P.O. BOX 638 THIS PERMIT VALID JOB ADDRESS CONTRACTOR CITY PHONE, DEPARTMENT OF COMMUNITY DEVELAPMENT BUILDING INSPECTION DIVISION CITY OF WHEAT RIDGE, COLO. THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. SP CODE XO9Of LICENSE NO. 1. TVPE Ground❑ W011U ProisatinpU Other SaDFaee 2. MATERIAL Tafal SQUOn Fsat SIGNS 3. ILLUMINATION Yea❑ No❑ TY7s Eleef. Permit No. 4 SET BACK FROM PROPERTYLINE N - 5_ E _ W Zone_ ApprwW,2ons Inapeeta (SDecify whith is front ) ❑ ❑ ❑ ❑ DisaDDroved I, TVPE Solid0 More TMn 80% ODSnO Lest Thon 80% Opm MATERIAL Heipht FENCES 3 SET BACK FROM PROPER7Y LINE N _ 5_ E _ W Zone_ ADVrwed, Za^e I^sDecta (Soecifv whieh ie tront) ❑ ❑ ❑ ❑ _ DiaaDWOVed OTHER Iz 3. DRAW SKETCH OR SHOW BELOW,THE FENCE,SI6N,OR OTHERSTRUCTURE,GIViN'u DIS JOB (SETBACKS OR PROJECTIONS INCLUOEA) ADDRESS DATE: L INSPECTION TICKET ~ S v ~ rNV~ - I BLDG. PERMITM 0'1E7 PERMITM BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ.~: S7REET TYPE OF It SHOW DISTANCES FROM TF1E MAIN BUILDING TPAWOINING HOUSES, STREETS, AND FRC DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. INSPECTIO APPLICATION FOR PLUMBING; ELECTRICAL; MEC THIS APPLICATION WILL BECOME A PERMIT TO VERFORM THE INDICATED WORK ONLY l REMARKS PERMIT WILI EXPIRE 60 DAYS FROM DA'(E OF ISSUANCE !F WORK IS ELECTRICAL PERMIT PLUMBING PERMIT STATE LICENSE NO. STATE UCENSE N0. ALUMI NUM WIRE UNDERSIZE 8 IIIEGAL FLOOR BSM IST 2ND 3 yy,q. FORM 619 NO WATER CIASET TEMPORARY METER WASH BOWL NEW SERVICE AMPS BATH TUB CHANGE SERVICE-AMPS SHOWER LIGHTING SINK HEATING GARBAGE DISP REFRIGERATpN SYSTEM POWER SUB-CIRCUITS WATER HEATER Retri e.ont Goup UTILITY(RANGE,DISPOSER,ETC) AUTO.WASHER Pounds Clwr e DISH WASHER AUTOMATIC SPRINKLER SYSTEM FIXTURES WIRING MOTOFtS 9 CONTROLS F100R DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS 6 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FI%TURES I hereby acknowledqe that rois oppGw- PERMIT FEE 7 tion is cwiect and understand tnat I USE TAX 1A eannof stort fhie projecf until tAia aOVli- catian is apDroved. I shall comDlY with TOTAL FEE the lawa oi the Stote of Colorodo ond to the Zoninp Requlationa and Buildinp APPROVED Code of the City ot Wt+eat Ridqe. Any violotion of the obove terme will cause CHIEF BUILDING IN ECTOR,City of Wheat Ridqe immediate ravocafion ot this permit. Date Issued 411- 400 nl~ 9i0natvr• J PERMIT N0. MC~I~ 1~1 OWNER ADDRESS PHONE _s25 2 ' dp~7 _ ZIP CODE JNTRACT PRICE $d O 019 VALID O1 CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS