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4005 Nelson Street
City of Wheat Ridge Residential Addition PERMIT - 201701478 PERMIT NO: 201701478 ISSUED: 12/06/2017 JOB ADDRESS: 4005 Nelson St EXPIRES: 10/04/2019 JOB DESCRIPTION: Add Family room and mudroom to the rear of the home, Replace the exterior siding and windows on the exterior of the existing home. Remodel the existing kitchen, move the location of bathroom and expand the front porch and add a roof over the porch - 247 sq ft **REVISION: Adding additional 28 sq ft interior space to addition; Added valuation: $5600.00 *** CONTACTS *** OWNER 4005 NELSON FAMILY TRUST GC (720)219-5314 Jeremy Flynn 170185 Grace Ind. Inc. DBA Compass SUB (303)564-0024 Kevin Sutton 140053 Compass Mechanical SUB (303)431-3747 Ken Jones 021402 BUMBLEBEE PLUMBING INC SUB (303)598-8617 Michael J Lind 170368 Red Rock Electric *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 90,600.00 FEES Total Valuation 0.00 Plan Review Fee 688.74 Use Tax 1,902.60 Permit Fee 1,059.60 Extend Expired Permi 240.00 ** TOTAL ** 3,890.94 *** 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. 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. USE CITY'5 STANDARD FORM. Landscaping removed or damaged during construction must be replaced prior to final inspection. 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. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work. to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2_ This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3 If this permit expires, a new permit may be required to be obtained. issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services D'v's'QPO- The is ` ---Ne or grantin a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any apple cod or any nance or regulation of this jurisdiction. Approval of work is subject to Held inspection. F Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11s59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Residential Addition PERMIT - 201701478 PERMIT NO: 201701478 ISSUED: 12/06/2017 JOB ADDRESS: 4005 Nelson St EXPIRES: 10/04/2019 JOB DESCRIPTION: Add Family room and mudroom to the rear of the home, Replace the exterior siding and windows on the exterior of the existing home. Remodel the existing kitchen, move the location of bathroom and expand the front porch and add a roof over the porch - 247 sq ft **REVISION: Adding additional 28 sq ft interior space to addition; Added valuation: $5600.00 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work. to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2_ This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3 If this permit expires, a new permit may be required to be obtained. issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services D'v's'QPO- The is ` ---Ne or grantin a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any apple cod or any nance or regulation of this jurisdiction. Approval of work is subject to Held inspection. F Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11s59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. APR '4 City of 0 W heat Aie Pz _ COMMUNITY DEVELOPMENT 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&ci.wheatridge.co.us or fax to 303-237-8929. Party requesting permit extension: , WIIL) C� -MOS 2 app j Permit # a 01 :ZQ/�� roperty Address: V&0 Phone # 7W r 5*5Y %aY3 Email Address: Reason for extension request: 907— f)mac/ C,� Tf�?` 1-11fy(L 7;�� .iGfuc14 G2ol %c . tern; �qj r Number of days requested: Printed Name: A�--(11ti Signature: Date:/ 7?2-V Tz_ For office use only This request has been: Approved by: ❑ Denied Extended until: Dater C / www.ci.wheatridge.co.us Regarding 4005 Nelson Street - Permit 201701478 - 4005 Nelson Family Trust 04/19/2019 I have tied to work with the General Contractor "Compass Construction" at the project to renew his license several times in order to renew the permit with the city at the above location with no success. I'm authorizing the transfer of the permit to the trustee in order to finish the project. Kevin Eaton as Trustee 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: 715 - M I E C Job Address: 400S /V E �_S 0/_j Permit Number: 001 -)C J Ll :) S ❑ No one available for inspection: Time J_4j- 1 tL AM/PM Re -inspection required: When corrections have been Date Z7 Z4—(e) In Yes o re -inspection at 303-234-5933 0 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: a `�'� Job.iA►ddress: u."-5 1 e Irby Permit Number: I '70 )LJ --lei t 1 kt lC `c-,ro 1/d 1 t"•b °'�. r. � P {e ✓+��✓-til-4it ❑ No one available for inspection: Time J A AIPM Re -Inspection required: Yes No` When corrections have been made, call for re -inspection at 303-234- Date:- Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE .. � F. fit= Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 1.44 U-YJJJ Job Address: -00 Permit Number: qo t-7 o 147 0 ❑ No one available for inspection:Xime I:-U(i AM%PMJ Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: ( Inspector: k 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: A4 ots lye &4_4A Job Address: q Permit Number: 0f2c)(4 7M ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-59 rr33 Date: q° 7` 1 i Inspector: 9 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: 4 4 f 5C -a ZO Job Address: lyc65 li%Fl:s7 S ! Permit Number: 8017 OI LI- 8 ❑ 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: 9.4.1 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: �O "pr'nal Role Job Address: woT,41( Sour S.4, Permit Number: '`L0) ' 01 q7 �i ❑ No one available for inspection: Time 1(/",O(g A QPM Re -Inspection required: YesNo When corrections have been made, i for re -inspection at 303-234-5933 Date: UIQ// 10 Inspector: bale_ Lu L— DO NOT REMOVE THIS NOTICE WALTER KESKE CONSULTING INC. Structural Engineer 8550 W. 64th PLACE • ARVADA, CO 80004 PHONE 303-422.1051 • wgk@wkeskeconsulting.com March 22, 2018 Sandy Thompson, Architect Zaga Neighborhood Design 3628 West 32nd Avenue Denver, CO 80211 Mike Primavera Compass Construction 7018 West 38th Avenue Wheat Ridge, CO 80033 RE: Roof Beam, Connections, and Footing at 4005 Nelson St. Wheat Ridge To Whom It May Concern, This letter is to certify that Walter G. Keske observed the roof beam replacing center bearing wall at the project referenced above. Please refer to the attached field report. The beam W 12 x 22 installation with packed web each side is satisfactory. Hangers for ceiling joists are also satisfactory. CS 16 strap is required at each joist, either straight strap below beam flange at bottom of joists or bent up the side of the packed web. 12" nailing length each side of joint is required. Posts at north and south are anchored adequately. The north footing is modified, since the post was located at existing footing edge. The modified footing has the post centered and is satisfactory. Please call if there are questions concerning this letter, the field report or if I may be of further service. Sincerely, Walter G. Keske, P.E. IIIII I inNliu, p 0 R Ery '''%% 15814 On %,, sjoiv A�'L 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: ;2w C1 h dame Job Address: q00s luel6cn 15F Permit Number: mVyl -76) 14 -7 ❑ No one available for inspection: Time r r A PM Re -Inspection required: Yes o When corrections have been made, call for re -inspection at 303-234-5933 Date: 0- k e• l r Inspector: fr DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE j Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: i( AU 6 # Roa Job Address: 4605 A)MM 5 Permit Number: ❑ No one available for inspection: Time -jq A Re -Inspection required: Yes No When corrections have been made, ca or re -inspection at 303-234-5933 Date: ',ice°t6 Inspector: DO NOT REMOVE THIS NOTICE 9*o1701 q7e WALTER KESKE CONSULTING INC. Structural Engineer 8550 W 64th PLACE a ARVADA, CO 80004 PHONE 303.422.1051 ® wgk@wkeskeconsulting.com December 19, 2017 Sandy Thompson, Architect Zaga Neighborhood Design 3628 West 32nd Avenue Denver, CO 80211 Josh Williams Compass Construction 7018 West 38th Avenue Wheat Ridge, CO 80033 RE: Grade Beam Reinforcing at 4005 Nelson St. Wheat Ridge To Whom It May Concern, This letter is to certify that Walter G. Keske observed grade beam reinforcing and footings at the project referenced above. Please refer to the attached field report. Footings appear in accord with plans. The L-shaped footing at the garage slab on grade is also per plans. It is designed to resist lateral displacement and confine soil at the existing garage. The grade beams are reinforced according to engineering plans and specifications. The grade beam at the slab on grade is doweled to the slab and to the existing crawl space access in accord with plans. A LIFER ground is placed with the footing and projects above the west wall. Please call if there are questions concerning this letter, the field report or if 1 may be of further service. Sincerely, Walter G. Keske, P.E. VA�,���ttMtIWO:rt:rill/j�� R(�7 e� G as / 1,814 WALTER KESKE CONSULTING 8550 W. 64th PLACE ARVADA, CO 80004 TO )04 ����t�ah �Orst(1Q.f5 ��ftffU� lytJi�U+t ��i� 4iLfi�h��i� �P1lfil/fit j THE FOLLOWING WAS NOTED: > 0%5a(104 Gc ()a teak, v%- e 1icouAj 2%017 C2 t Y7 DATE pp q JOB NO. g R t "(y PROJECT I� �t 5• � St l9 f ��P i��'�'i! LOCATION, -065 CONTRACTOR OWNER WEATHER TEMP. oat AM at PM PRESENT AT SITE Z• 6fdd&imylt,t C(Jc0 KI� QlP-y'('54n.4 5lo-; 6(-Cl(y(ou" �e'Lg�r�`r�4 des 3► VeRywj c5 «AQI(ed, COPIES TO Y k 3o3 i CITY OF WHEAT RIDGE Building Inspection Division (303)134-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 308 k F- 4 X13 MR 1J % F/11y Job Address- q00 "T 1V&21�1j 5 2- Permit'Number: 'd�0/701 y� N li7 ❑ No one available fof inspection: T1`h1eU7 �U AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: -9//q/19 Inspector: 977_# DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 0 q - S � e r- min s� n Job Address: q E c s— I V e )so, S4 Permit Number: �d 0 1-7 p ! u -7 S e ❑ No one available for inspect' n: Time 0 Z WPM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: S iS l 8' Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Addition PERMIT - 201701478 PERMIT NO: 201701478 ISSUED: 12/06/2017 JOB ADDRESS: 4005 Nelson ST EXPIRES: 12/06/2018 JOB DESCRIPTION: Add Family room and mudroom to the rear of the home, Replace the exterior siding and windows on the exterior of the existing home. Remodel the existing kitchen, move the location of bathroom and expand the front porch and add a roof over the porch - 247 sq ft **REVISION: Adding additional 28 sq ft interior space to addition; Added valuation: $5600.00 *** CONTACTS *** OWNER 4005 NELSON FAMILY TRUST GC (720)219-5314 Jeremy Flynn 170185 Grace Ind. Inc. DBA Compass SUB (303)564-0024 Kevin Sutton 140053 Compass Mechanical SUB (303)431-3747 Ken Jones 021402 BUMBLEBEE PLUMBING INC SUB (303)598-8617 Michael J Lind 170368 Red Rock Electric *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 90,600.00 FEES Total Valuation 0.00 Plan Review Fee 688.74 Use Tax 1,902.60 Permit Fee 1,059.60 ** TOTAL ** 3,650.94 *** 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. 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. USE CITY'S STANDARD FORM. Landscaping removed or damaged during construction must be replaced prior to final inspection. 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. City of Wheat Ridge Residential Addition PERMIT - 201701478 r PERMIT NO: 201701478 ISSUED: 12/06/2017 JOB ADDRESS: 4005 Nelson ST EXPIRES: 12/06/2018 JOB DESCRIPTION: Add Family room and mudroom to the rear of the home, Replace the exterior siding and windows on the exterior of the existing home. Remodel the existing kitchen, move the location of bathroom and expand the front porch and add a roof over the porch - 247 sq ft **REVISION: Adding additional 28 sq ft interior space to addition; Added valuation: $5600.00 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, a r pplicable municipal codes, policies and procedures, and that I an the legal owner or have been authorized by the legal owner of t roper and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I fu her est that, ' am legally authorized to include all entities named within this document as parties to the work to be performed all work tb be per ormed is disclosed in this document and/or its' a ompanying approved plans and specifications. �/ natyk'of b3VNf R or CONTRACTOR (Circle one) Date 'I his permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 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. No work of anmanner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Buildingal Date REQUESTS MUST BE MADE BY a4W, NY BUS4_64.ow FOR INSPECTION THE FOLLOWING BUSINESS DAY. .d C=ity of Or Wheat COMMUNITY DEvrLoPmE.Nr Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits 6ci.wheatridge.co.us I 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: 4005 Nelson St. Property Owner (please print): 4005 Nelson Family Trust Phone: 720-334-7243 Property Owner Email: sellfastnow(EDgmail.com Mailing Address: (if different than property address) Address: City, State, Zip: Submittina Comnanv:Grace Industries Inc. dba Comr)ass Construction Contact Person: Mike Primavera Phone: 303-495-0596 Contractor: Grace Industries Inc. dba Compass Construction Contractors City License #:170185 Phone: 720-219-5314 Contractor E-mail Address:admin@compassconstruction.net Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: Site Plan page AO has the south wall of the foundation with a 7'10" set back and a 8' offset from the existing building on the east wall. The revised plan changes the set back to 5'10" and the east wall of the new addition to 10' adding an additional 28 square feet of interior space. Sq. Ft./LF Amps Btu's Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) $$5,600.00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate: that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or of (OWNER) (CONTRACTOR) PRINT NAME:Nlike Primavera SIGNATURE: z' Y� �Uf c' DATE: April 26, 2018 DEPARTMENT USE ONLY ZONING COMMMENTS �( R—��j_ fw�9�wif �— OCCUPANCY CLASSIFICATION: Reviewer Review.� c. BUILDING DEPARTMENT COMMENT1. Reviewer: L4 10111 PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received Water District ❑ Received Sanitation District ❑ Received ❑ Not Required ,s ❑ Not Required �+ �✓ ❑ Not Required 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: Permit Number: cDcD C-)) `1'-? , (4, o,_� - Q o c�.v S-1 I f ❑ No one available for inspection: Time % 'Vs PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 4 I 0i 8 _Inspector:,.— ) DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 1 U R M- -::' Job Address: L- N e-) in, o t\,, Permit Number: a0 ( --:� n �`7 f ❑ No one available for inspection: Time AMS Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date:-@ 1 2 11 YInspecto B ;-- :77�_IA DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division �(303) (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: T �/- E !`J k�a 1, d A-Iry- Job Address: 1/� Ale , r Z Permit Number: 2-00 ❑ No one available for inspection: Time !- ) AM/PM Re -Inspection required: Yes Noy When correct )recti ns have been made, cal If re -inspection at 303-234-5933 Date: Inspector: %MTY DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Addition PERMIT - 201701478 PERMIT NO: 201701478 ISSUED: 12/06/2017 JOB ADDRESS: 4005 Nelson ST EXPIRES: 12/06/2018 JOB DESCRIPTION: Add Family room and mudroom to the rear of the home, Replace the exterior siding and windows on the exterior of the existing home. Remodel the existing kitchen, move the location of bathroom and expand the front porch and add a roof over the porch - 247 sq ft *** CONTACTS *** OWNER 4005 NELSON FAMILY TRUST GC (720)219-5314 Jeremy Flynn 170185 Grace Ind. Inc. DBA Compass SUB (303)564-0024 Kevin Sutton 140053 Compass Mechanical SUB (303)431-3747 Ken Jones 021402 BUMBLEBEE PLUMBING INC SUB (303)284-1670 Amps Plus 100055 Amps Plus Electrical, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 85,000.00 FEES Total Valuation 0.00 Plan Review Fee 657.35 Use Tax 1,785.00 Permit Fee 1,011.30 ** TOTAL ** 3,453.65 *** 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. 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. USE CITY'S STANDARD FORM. Landscaping removed or damaged during construction must be replaced prior to final inspection. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Addition PERMIT - 201701478 201701478 4005 Nelson ST Add Family room and mudroom to the siding and windows on the exterior existing kitchen, move the location and add a roof over the porch - 247 ISSUED: 12/06/2017 EXPIRES: 12/06/2018 rear of the home, Replace the exterior of the existing home. Remodel the of bathroom and expand the front porch sq ft "b y my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further that I im legally authorized to include all entities named within this document as parties to the work to be perfo�ha ork to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. -711 natire of OWNER or CONTRACTOR (Circle one) Date This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original penmitfee. 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. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. The issuance or granting of a pen -nit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any or�tnaynce or regulatron of trs jujrisdiction. 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 t 'W heat R .jg,c COMMUNI Y DEVELOPMENT Building & Inspection Services Division 7500 W. 29`1` Ave., Wheat Ridge. CO 80033 Office: 303-235-2855 ' Fax. 303-237-8929 Inspection Line: 303-234-5933 Email: germitstaaki.wheatridge.co.us FOR OFFICE USE. ONLY Dare: 15 1( - • PlanlPermit #? o 7 L i y 7 3) Plan Review Few Building Permit Application '"' Please complete all highlighted areas on both sides of thi€ form. Incomplete applications may not be processed. `-` Property Address: OC% 5 N El SOM STKEE-1 W0 E/}IIEI U:�E CQ Property Owner (please print): KIEVINEi �ilT Tolls Phone: (303 S0a -399B Property Owner Email: `R ITAt-7ATt_>N1 ( C:::7 MAJ L . Cd t!j Mailing Address: (if different than property address) Address: City, State, Zip: ��l M'`_7 oC i;,tT ` cr� � x Q -/,4a./ jtt �q l t ._ 4jP-f d & `bg4,4 ©6 -94�Cjc/ . Cc?/ Architect/En_gi_rleer: 1��i A LCER K� Architect/Engineer E-mail: W &7K (Q W KFSKECONsllCrINC7Phone:–L&o _3 20? - iC�S 1 • CSM 5 � �z441A-,�I";5i6A.,)(Aa-e)W -CC-WN U2_1) •x-73 V Contractor:S>��� Contractors City license #: P -t ,,s _`: –7 �J6 Contractor E-mail Address: U Sub Contractors: T13 -D Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form El COMMERCIAL [9/RESIDENTIAL Description of work: (Check all that apply) El NEW COMMERCIAL STRUCTURE ff"ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE Q COMMERCIAL ROOFING COMMERCIAL ADDITION [RESIDENTIAL ROOFING kRESDENTIAL ADDITION 9"'WINDOW REPLACEMENT rl COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT @OLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT T-�LECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT [I OTHER (Describe)___ ALL projects. please provide a detailed description, of work to be performed. including g current use of areas, proposed uses. square footage, existing I co 16tion and proposes view condition, appliance size anc efficiency, type and aniount of materiais to b(,,,.,wd. etc,) W6 ARIF -TROPOSING 1-0 AS>r> A, -FAMILY RociWi ANT::) M LtDil2oW R'EA'F- A-DV1-r-f'DN -rb FUI-IPZTY Ar 4005 Nf-7LSok) ST, WS A91E 1;Z:UT->1-ACE-t-`H!E- 6lV3(Mi?7 AN -V> /ALL WlNx0K4, k,5 W -t-HF K<k-re"EN LOCA-TIDV of -rkA'F MA-'51-'UFfZ WG Ar -F- ALsu A+,1r-> SXpA-&1D1K0 —r4qE T= OttFwci-( Fcx-;'F - F0FCV-\ Sq. FULF -2-1 Btu's Amps Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 9,5: o (-) 0 O\\ NER/CON'TRAc,ii-OR SIGNATURE OF UNDERSTANDENC AND AGREEMENT I hcrchvi Certif\r that the setback distanccz proposed b� this permit application are iiccuratc and (it) not \ it )late apill ica hie ordinances, nanccs, rules or ret ulatiollof the Cit}ol"Wheat Ridge or cm eriants, casements or restrictions ot'record: that all measurements.shown and allegations made are accurate: that I hay read and agree to abide by all conditions printed on this application and that I assume full reponsibilitY for compliance will applicable Cit\ of Wheal Ridge Codes and ordinances tor work under anti permit issued b—seol this application; that I am the Icual owner or haw been authorized by the legal owner of the grope n\ to perfilmi the described work and am also authorized by the legal ovoicr ot-drIN entity included on this application to list that entity on this application. IMCIJ:- OAT, (0111NER) (CONTRACTOR) or (At THORIZED RE�NT.- "If E) qf (0111"NER) (CONTRACTOR) D&ARfMENT USE ONLY -Z-o eVA F -- -,b< ;:� r I !N - rr WORKS PROOF OF SUBMISSION FORMS Fire "lot Required VJa!er !,e;l Required uarlitatfonReceive(! ❑ No(Required Building Division Valuation: $ AMERICAN GEOTECHNICAL Littleton, Colorado SUBSURFACE INVESTIGATION and FOUNDATION RECOMMENDATIONS at 4005 Nelson Street Wheatridge, CO for Zaga Design Group May 17, 2017 DAVID E. BEASLEY, P.E. A.G. Project Number 17-135 American Geotechnical Inc. Subsurface Investigation Project No. 17-135 Pg2of17 GENERAL American Geotechnical has completed a subsurface investigation of the site known as: 4005 Nelson Street Wheatridge, CO This report presents the results of that investigation. The investigation was performed at the request of Zaga Design Group in order to comply with local requirements and to determine the allowable foundation construction at this site. This investigation was not intended to check for any chemicals or hazardous materials. This report may contain references to structural components not necessarily a part of this construction. These references are included in the unlikely event that a structure is built that is other than that which was specified to us. Please read this entire report. Frequently overlooked are details regarding the requirements for open hole inspections and the use of float in the construction of non-bearing partition walls. Please ensure that these sections and all other sections are fully understood. If there are any questions regarding any part of this report ask for clarification. PROPOSED CONSTRUCTION It is our understanding that an addition is planned for construction on this site. This addition will be constructed over a crawlspace. This report is written based upon with the type of construction presented by the client, modified by any soil limitations present, and is ONLY applicable for this particular construction FOUNDATION RECOMMENDATIONS — NEW FOUNDATIONS These recommendations are applicable for conventional construction only. Foundations or excavations deeper than 11 feet are not considered conventional construction. With respect to the soil investigation performed at this site, and the intended structure as described by the client named above, the following is one or more of the allowable foundation type(s). Footings A footing type of foundation system may be utilized at this site, provided that all foundation walls, including garage walls, and all pads, bear on undisturbed natural soil. Prior to placing concrete, all bearing surfaces must be cleared of loose material. Disturbed material may be re -compacted in place only after contacting, and with guidance from, this office. American Geotechnical Inc. Subsurface Investigation Project No. 17-135 Pg 3 of 17 To verify the soil conditions and to verify the design bearing pressure for any footings, it is required that an open hole inspection be performed at this site. This inspection must be performed only after the entire excavation has been dug to final grade. Though unlikely, potentially expansive clay or other unsuitable conditions may necessitate revised construction and foundation recommendations. Failure to complete the open hole inspection voids this soil investigation as incomplete and may be grounds for denial of the certificate of occupancy for the structure. FOUNDATION RECOMMENDATIONS — EXISTING FOUNDATIONS Adding additional load to an existing foundation is not recommended without careful loading analysis. The soil must not be loaded in excess of the soil bearing capacity specified herein. This may require the use of cross -footings, footing extensions or other means. Over -loading existing foundations may result in failure of the existing foundation, movement of the existing structure, or differential movement between the new and existing foundations. WATER Water Advisory — Share With Your Excavator Free water is anticipated as high as the 7 foot depth. Water levels may have changed since the subsurface exploration and may change in the future. A minimum 2 foot separation between any static free water level and the bottom of foundation components is required, and there may be greater separation requirements by the local municipality. Consult the local building authority. Both an interior and an exterior perimeter drain may be necessary depending upon the final depth of the foundation. If a conflict between water and foundation is possible or anticipated, `pot -hole' the excavation looking for the presence of water periodically during the excavation process. The ultimate depth of the excavation may depend upon, and be limited by, the depth of water as found during construction. The final support capabilities of the soil may also be determined by this water. If the soil `pumps' water during construction, or if the soil has insufficient support capability, additional measures may be required, including but not limited to; placement of rip -rap to stabilize the soil, dewatering by means of drains or pumping, modification of the foundation size or type, etc. If excavating to within 4 feet of the water depth, the excavation may be initiated with heavy equipment but DO NOT USE HEAVY EXCAVATING EQUIPMENT within 4 feet of the water. If heavy equipment is used in the vicinity of water, the soil may pump water upward, it may lose its support characteristics, its bearing capacity may be reduced, or it may deflect and cause rutting at the base of the American Geotechnical Inc. Subsurface Investigation Project No. 17-135 Pg5of17 ADDITIONS When the proposed construction is an addition to an existing structure, the new foundation must be well connected to the existing foundation using rebar doweling. This connection must be comprised of a minimum of two #5 steel rebars located at the top and bottom of the new wall, as well as #4 rebars which are spaced no more than 10 inches apart in mid -wall. The rebars must protrude a minimum of 7 inches into the existing foundation wall and a minimum of 24 inches into the new foundation wall. Epoxy must be commercial grade auto -mix epoxy, injected into and filling the pre- drilled holes in the existing foundation. These dowels must be a part of the foundation `steel' inspection for this project. When working on or near an existing foundation DO NOT excavate into the bearing soils of the existing foundation! Vertical cuts directly adjacent to existing foundations intrude into the bearing soils and are not allowed, without some means of approved support for the existing foundation. Contact a geotechnical engineer and structural engineer for guidance. When building an addition, avoid adding load to an existing foundation. The combination of a properly designed and stable new foundation, connected to an older foundation which has load added to it, can cause differential movement between the new and old foundations and between the new and old structure. This may result in structural damage. SHORING Depending on the proximity of the excavation to the property lines, shoring of the excavation may be required to protect adjacent property. Where space is limited, site excavation might otherwise result in slopes steeper than 1 to 1. In which case, shoring is required. On sites of limited size or where local regulations warrant, contact the local building agency for requirements. If shoring IS required due to proximity, contact this office for engineered shoring specifications. There is an additional charge for the specifications. For other locations, follow OSHA requirements for proper shoring or benching of excavations. These soils are considered Type B soils by OSHA. Never excavate into the bearing plane (bearing soils) of existing foundations. f'.tC&Ce i.O4'tv1�1�7" 4M6 mjs�'�r City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 800334001 P: 303.235.2855 F. 303.237.8929 All N-vQrk is Ful)-ject t(s Fietci Inspection atjel tllnst COIDPIy with the 2012 Wc_'til__2 lI'C, 201-2 1MC and the 2014 NEC ADDITION CHECKLIST 3 Burial depth requirements: Electrical - direct burial conductors shall be a minimum of 24 -inches deep, non-metallic conduit 18 -inches deep or 24 -inches under driveways. (IRC Table E3803.1) Water Lines - shall be a minimum of 36 -inches deep. (IRC P2603.6) Gas Service Piping - installed a minimum of 12 -inches below grade or 8 -inches below grade where serving individual outside appliances. An 18 AWG yellow insulated tracer wire must be installed adjacent to underground nonmetallic gas piping and terminate above grade at each end. (IRC G2415.1.2 and G2415.17.3) 4 Underground plumbing pipe shall have a solid and continuous load-bearing support. Piping cannot bear on rocks. Pipes passing under a footing or through foundation wall shall be provided with a relieving arch or a sleeve. Trenches parallel to footing shall not extend below the 451 plane of the edge of the footing. Water piping must be buried a minimum 36 -inches deep. Water service pipe may be installed in the same trench as the building sewer provided the sewer pipe material is listed for underground use within the building or the water service pipe is separated from the sewer by a minimum distance of 5 -feet horizontally or elevated at least 12 -inches above and to one side of the sewer line. 5 Frost depth to the bottom of the foundation footings must be as noted on the engineered plans. If not noted, the frost depth to the bottom of the footings must be a minimum of 36 -inches below finished grade. (IRC TableR301.2.1) 6 Caisson and helical pier foundations will not be inspected by the city of Wheatridge. A qualified, Colorado -licensed engineer must perform the placement, drilling, and reinforcement of drilled piers. A signed, sealed and dated inspection report must be provided to Building Inspection Services prior to the rough inspections. (8110.5.2.3) 7 A perimeter drain system that discharges to an approved drainage system is required around all foundations that enclose usable spaces below grade. Foundations that retain earth and enclose interior spaces below grade must be damp proofed. (IRC R405. 1,R401.2.14) 8 Slabs below grade must maintain a minimum of 6 -inches above the design water table. The interior finished crawl space grade must be a minimum of 36 -inches above the design water table. (R401.2.1.3and R401.2.1.5) 9 Garage floor surfaces must be approved noncombustible materials. Floors must be sloped to facilitate the movement of liquids to a drain or toward the main vehicle entry doorway. (IRC R309.1) 10 Foundation plates and sills must be bolted to the foundation wall as prescribed on the engineered plans. If not noted, bolts shall have a minimum diameter of '/Z -inch, embedded at least 7 -inches and spaced not more than 6 -feet apart. A minimum of 2 bolts are required per plate section, with one bolt located within 12 -inches of each end of each plate. (IRC R403.1.6) Rough Framing and Wood Requirements 11 The complete rough inspection is to be made after the rough framing, rough electric, rough plumbing, and rough heat and ventilation are complete. The building should be fully enclosed with the roof covering and siding in place. 12 Protection from decay shall be provided in the following locations by the use of naturally durable wood or wood that is preservative treated in accordance with AWPA Ul : (IRC R317) A. Wood joists closer than 18 -inches and wood girders closer than 12 -inches to grade located within foundation periphery. B. Wood framing members that rest on concrete or masonry foundation walls and are less than 8 - inches from the exposed ground. C. Sills and sleepers on a concrete or masonry slab that is in direct contact with the ground. D. Wood girders entering concrete or masonry walls with a clearance less than 1/2 -inch. E. Wood siding, sheathing, and wall framing less than 6 -inches above the ground. F. Wood members supporting moisture -permeable floors or roofs that are exposed to the weather. G. Wood furring strips or wood members attached directly to the interior of below grade exterior masonry or concrete walls. H. Wood in contact with the ground, embedded in concrete in direct contact with the ground or embedded in concrete exposed to the weather that supports permanent structures intended for human occupancy shall be approved pressure -preservative -treated wood. 13Accessible under -floor areas shall be provided with a minimum 18 -inches x 24 -inches opening through the floor or 16 -inches x 24 -inches opening through the perimeter wall. When the access is through a below -grade wall an areaway of not less than 16 -inches x 24 -inches must be provided. Where equipment is located beneath the floor, the access opening must be within 20 -feet of the equipment and allow the removal of the largest piece of equipment. (IRC R408.4 and M1305.1.4) 14 Basements greater than 200 square feet and every sleeping room shall have at least one operable emergency and rescue opening or a door to the exterior. 15 Emergency escape and rescue openings shall meet the following requirements: A minimum clear width of 20 -inches, a minimum clear height of 24 -inches, with a total net clear opening of 5 square feet for grade level windows and 5.7 square feet for all others. A sill height of not more than 44 inches measured from the finished floor to the bottom of the clear opening. Window wells for emergency escape and rescue shall provide a minimum net area of 9 square feet with minimum horizontal projection and width of 36 -inches. The area of the widow well shall allow the emergency escape and rescue opening to fully open. (IRC R310) 16 Columns must be restrained to prevent lateral displacement at the bottom end to insure against uplift. (IRC R301.2.1, R407.3) 17 Fire blocking shall be installed to cut off all concealed draft openings in the following locations: (IRC 302.11) A. In concealed spaces of stud walls and partitions, including furred spaces, vertically at the ceiling and floor levels, and at 10 -feet horizontal intervals. B. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings, and cove ceilings. C. In openings around vents, pipes, ducts, cable, wires, chimneys, fireplaces, and similar openings that afford a passage for fire at ceiling and floor levels. D. In concealed spaces between stair stringers at the top and bottom of the run, and between studs in line with the run of the stairs at unfinished walls. 18 At least one egress door shall be provided for each dwelling unit. The egress door shall be side -hinged, and shall provide a minimum clear width of 32 -inches. Egress doors shall be readily openable from inside the dwelling without the use of a key or special knowledge or effort. (IRC R311, R311.2) '19 There shall be a floor or landing on each side of each exterior door, The landing must be no When open risers are used the opening between the treads shall not allow the passage of a 4 - inch sphere. Landings must be provided at the top and bottom of the stairway that is the width of the stairway measuring at least 36 -inches in the direction of travel. Handrails, Ramps, and Guards, for more information. (IRC R311.7) 20 Handrails shall be provided on at least one side of stairways with 4 or more risers and ramps with a slope exceeding 1:12. Handrails shall be mounted 34 -inches to 38 -inches above the nosing of the treads. Handrails must be continuous for the entire length of the stairs and provided with a minimum space of 1'/z -inch between the wall and the handrail. Ends shall be returned or terminate in newel posts or safety terminals. See the requirements and more information. (IRC R311.7.8) Stairways must be at least 36 -inches in width. Handrails shall not project more than 4'/2 -inches. The maximum rise may not exceed 7% -inches. The minimum tread depth may not be less than 10 -inches. Minimum headroom is 6 -feet, 8 -inches. For stairways with solid risers a nosing of %-inch to 1'/ -inches shall be provided. 21 Handrail Grip Size Shall Be:A. Circular Handrails: 1'/ -inch to 2 -inches perimeter. B. Non - Circular: 4 -inches to 6'/ -inches perimeter with a maximum cross section of 2'/ -inches. C. Perimeter Dimension Greater than 6'/ -inches: shall have a finger recess on both sides. 22 Guards must be provided for porches, screened porches, balconies, fixed seating and raised floor surfaces more than 30 -inches above the floor or grade below. Guards must have a minimum height of 36 -inches. Open sides of stairs with a total rise of more than 30 -inches above the floor or grade below shall have guards not less than 34 -inches high. Intermediate rails shall not allow the passage of a 4 -inch sphere. (R312)Window fall protection must be provided for window openings less than 24 inches above the finished floor and more than 72 inches above grade or surface below. (R312.2) 23 Ceiling heights for habitable rooms, hallways, bathrooms, toilet rooms, laundry rooms, and basements shall be a minimum of 7 -feet measured from the finished floor to the lowest ojection of the ceiling. Non -habitable basements may have a ceiling height of 6 -feet, 8 -inches with clearance below beams and ducts of 6 -feet, 4 -inches. Bathroom may have a ceiling height of 6 - feet, 8 -inches at the fixture front clearance area and over the fixture. (IRC R305.1) 24 Attic access must be provided for attics that exceed 30 square feet and that have a vertical height of 30 -inches or greater. The access must be located in a hall or readily accessible location with a minimum 22 -inches x 30 -inches access opening. The access must provide a minimum of 30 -inches headroom. (IRC R807) 25 Enclosed attic and rafter spaces must have cross ventilation for each space through screened openings. The total net free ventilating area shall not be less than 1 to 150 of the area of the space ventilated. The area may be reduced to 1 to 300 if 50-80% is provided by ventilators located in the upper portion of the space or if a vapor barrier not exceeding 1 perm is installed on the warm side of the ceiling. At least a 1 -inch space is required between the roof sheathing and the insulation at the location of the vent. (IRC R806) 26 Rafters must be framed to a minimum 1 -inch nominal ridge board that is not less than the depth of the cut end of the rafter or to each other using a gusset plate. Hip, and valley rafters shall be a minimum of 2 -inches and not less in depth than the cut end of the rafter. Hip and valley rafter shall be supported at the ridge by a brace to a bearing partition or be designed. (IRC R802.3) 27 Rafters and ceiling joists having a depth -to -thickness ratio exceeding 5:1 shall be provided with lateral support at points of bearing to prevent rotation. Rafters and ceiling joists having a depth -to -thickness ration exceeding 6:1 shall be supported laterally by solid blocking, diagonal bridging or a continuous 1 -inch by 3 -inch wood strip nailed across the rafters. (IRC R802.8) Roof trusses or rafters must be attached to supporting walls with approved hurricane clips. Trusses must be braced to prevent rotation and to provide lateral stability in accordance with the construction documents and the individual truss design drawings. (IRC R502.11.2, R802.11) 28 Trusses must be designed and fabricated in accordance with ANSUTPI 1. A licensed professional shall prepare the truss design. Trusses must be legibly marked within 2 -feet of the center to identify the manufacturer, the design load, and the spacing. Truss engineering and layout must be provided at the site at the rough framing inspection. (IRC R502.11 and R802.10) 29 One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all walls within the exterior wall envelope. (IRC R703.2) On a pitch 2/12 the felt shall have an overlap of 19". 30 All habitable rooms shall be provided with aggregate glazing area for natural light of not less than 8% of the floor area of such rooms. The glazed areas need not be installed in rooms where section M1507 is satisfied and artificial light is provided at an average of 6 foot candles at a height of 30 inches. 31 Safety glazing shall be installed in the following hazardous locations and be permanently labeled as safety or tempered glazing: glazing panels in doors; glazing enclosing spas, bathtubs or showers; glazing panels adjacent and within 24 -inches of the edge of a door; glazing panels greater than 9 square feet within 18 -inches of the floor; glazing used for railings; glazing used for barriers for swimming pools and spas; and glazing enclosing stairways, landings, and ramps within 36 -inches horizontally of a walking surface. (R308.4 through 308.4.7). 33 Crawl spaces shall be provided with conditioned air in compliance with Section N1102.2.10. Crawl space walls shall be insulated. Crawl space wall insulation shall be permanently fastened to the wall and extend downward from the floor to the finish grade level and then vertically and/or horizontally for a least an additional 24 -inches. Exposed earth in unvented crawl space foundations shall be covered with a continuous Class I vapor retarder with a minimum thickness of 10 -mil. All joints of the vapor retarder shall overlap by 6 -inches and be sealed and taped. The edges of the vapor retarder shall extend at least 6 -inches up the stem wall and shall be attached to the stem wall. N1102.2.9.2.2 Ventilated crawlspaces. Ventilated crawlspaces shall be provided with insulation. (IRC R303.1) 34 Habitable rooms must be provided with outdoor openings for ventilation equal to at least 4% of the floor area and shall have heating facilities capable of maintaining 68° at 3 -feet above the floor and 2 -feet from exterior walls. B. The windows need not be openable in a room where an opening is not required to be an egress window and a mechanical ventilation system is capable of producing 0.35 air change per hour in that room, or a whole house mechanical ventilation system provides 15 cubic feet of outdoor air per minute. 35 Bathroom exhaust fans shall exhaust directly to the exterior and must be provided in bathrooms where windows of at least 3 square feet are not provided. The mechanical ventilation must be capable of providing an exhaust capacity of 50 cfin intermittent or 20 cfin continuous exhaust. (IRC R303.3, M1507.4) 36 Dryer vents must be rigid metallic, independent of all other systems, shall terminate outside the building, be equipped with a back draft damper, and sized and terminated per the manufacturer. The maximum length of the exhaust duct shall be 25 -feet (Unless approved under the manufacturer's listing) from the connection to the transition duct from the dryer to the outlet terminal. Where fittings are used, the maximum length of the exhaust duct shall be reduced in accordance with (IRC Table M1502.4.4.1) Flexible transition ducts are limited to 8 -feet, shall not be concealed within construction, and shall be listed and listed per UL 2158A. (IRC M1502) 37 Appliances and equipment shall be installed in accordance with the conditions of their listing. Manufacturer's installation instructions must be available at the time of the inspection. (IRC G2408.1, M1307.1, M1401.1,M1902.2) 38 Appliances shall be accessible for inspection, service, repair and replacement without removing permanent construction. 30 -inches of working depth and width shall be provided in front of the control side of an appliance. (IRC M1305.1) 40 Combustion air is required for all liquid fuel, solid fuel and gas appliances. (IRC M1701.1, G2407. I) Air for combustion, ventilation and dilution of flue gases for appliances installed in buildings shall be provided with the requirement of (G2407.6 through G2407.9). One opening shall be 12" below the ceiling and one opening shall be 12 "above the floor. Electrical Requirements 44 All electrodes present at each structure shall be bonded together to form one grounding electrode system to include: Concrete Encased Electrodes (LIFER), water piping, ground rings, grounding rods, and plate electrodes. Bonding shall ensure electrical continuity. The electrode conductor must be connected in an approved manner and inspected prior to concealing. (IRC E3607, E3608, E3609, E3610, E3611) 45 All hot, neutral, and grounding conductors in electrical boxes shall be tied together with a mechanical connection at the time of rough inspection. 46 Recessed lighting fixtures must either be IC -rated or installed in a sealed box in which the insulation is at least 3 -inches from the light fixture. All recessed lights must be tightly sealed or gasketed to prevent air leakage through the fixture into the ceiling cavity. (IRC N1102.4.5) 47 Tamper -Resistant receptacle outlets are required in every kitchen, family room, dining room, living room, parlor, library, den, sunroom, bedroom, recreation room or similar dwelling areas spaced so that no point along the wall line exceeds 6 -feet from an outlet. (IRC E3901, E3902, and 4002.1-4002.14) A. Counters 12 -inches in width or wider shall have receptacles placed no more than 20 -inches above the counter top and spaced so no point exceeds 24 -inches from an outlet. B. Island and peninsula counters with a length at least 24 -inches and a width of 12 -inches or greater must be equipped with at least one outlet. C. At least one receptacle shall be installed in a bathroom within 36 -inches of each basin. A least one receptacle outlet must be installed in each laundry, basement, attached garage and detached garage with power. C. Attics or crawlspaces containing equipment must be provided with at least one receptacle outlet within 25 -feet of the equipment. D. Hallways 10 -feet or more in length. (E3901.1) 48 Two 20 -amp rated branch circuits shall serve receptacles in the kitchen, pantry, breakfast area, and dining area. 49At least one 20 -amp branch circuit shall supply bathroom receptacles and at least one 20 - amp branch circuit shall supply laundry. (IRC E3703.2, E3703.3, E3901) 50 Ground fault protection shall be provided on all 125 -volt, single phase, 15 and 20 -amp receptacles in the following locations: bathrooms, garages, unfinished grade level accessory buildings, at exterior locations, crawlspaces, unfinished basements, kitchen counters, within 6ft. of laundry, utility and wet bar sinks, boathouses, hydro massage, spa and hot tub locations. Receptacles must be in a readily accessible location. (IRCE3902, E3902.11) 51 Combination type arc -fault circuit interrupters must be installed on all 120 -volt 15 and 20 - amp branch circuit outlets in receptacle outlets are required in every family room, dining room, living room, parlor, library, den, sunroom, bedroom, recreation room, hallway, closets, and similar dwelling areas. (IRC 3902.12) 52 At least one wall switch -controlled lighting outlet shall be installed in every habitable room, bathroom, hallway, (1 Oft) stairway, attached garage, detached garage with electric power, and at the exterior side of each outdoor egress door having grade level access. Attics, under floor spaces, utility rooms and basements containing equipment or used for storage must be provided with a switch operated light. (IRC E3903) 53 Smoke alarms shall comply with UL 217. Smoke alarms are to be powered by the building's wiring with battery backup and shall be interconnected so the actuation of one alarm will activate all alarms in the dwelling unit.(R314.5) Smoke alarms shall be installed in the following locations: (IRC R314) A. In each sleeping room; B. Outside each sleeping area in the immediate vicinity of the bedrooms; and C. One on each additional story including basements. 54 Carbon Monoxide alarms are required in a single-family dwelling that has fuel -fired appliance(s), or a fireplace, or an attached garage. The alarm must be installed within 15 -feet of the entrance to each sleeping room. Must be listed by a nationally recognized, independent lab. Plugs into a dwelling's electrical outlet and has a battery backup. They may be combined with a smoke -detecting device if the combined device complies with applicable law. (IRC R315) 55 Clothes closet lighting shall be limited to surface -mounted or recessed incandescent fixtures with completely enclosed lamps, and surface -mounted or recessed fluorescent fixtures. Recessed fluorescent fixtures shall have a minimum 6 -inch clearance to the nearest point of storage. 56 Working space must be provided around energized equipment for servicing and maintenance. The minimum dimensions shall not be less than 36 -inches in depth and 30 -inches in width in front of the equipment. Working space shall extend to at least.6-feet, 6 -inches above the floor. (IRC E3405.2) 57 Electrical fixtures installed in wet or damp locations shall be installed so that water cannot enter or accumulate n wiring compartments or other electrical parts. Fixtures installed in wet locations must be labeled "suitable for wet locations". Fixtures installed in damp locations must be labeled "suitable for damp locations" or "suitable for wet locations". Switches or circuit breakers located in wet locations or outdoors must be enclosed in a weatherproof enclosure. Outdoor receptacles must have a weatherproof enclosure and an in -use cover. Cord- connected fixtures, hanging fixtures, track lighting, pendants, and ceiling fans shall not be located within3-feet horizontally and 8 -feet vertically from the top of a tub or shower rim. (IRC E4003.9, E4002.8, E4002.9,E4002.10, E4003.9, E4003. I 0,E4003.1 1) Plumbing 58 DWV systems shall be tested on compellation of the rough piping installation by water or for piping system other than plastic by air with no evidence of leakage. Either test shall be applied to the drainage system in its entirety or in sections after rough piping has been installed .1) Water test 10 feet above the highest fitting connection or to the highest point of the completed system. The system shall prove leak free for 15 minutes. 2) Air test shall maintain 5lbs of pressure for 15 minutes. 59 Piping must be inspected and tested prior to concealing. It shall be protected against physical damage and it must be approved for use and bear the identification of the manufacturer. (IRC P2503, P2603, P2608.1) 60 Bathtubs, walls above bathtubs with shower heads, shower floors, and shower compartments shall be finished with a non-absorbent surface which extends to a height not less than 6' above the floor. Showers must have a minimum 900 square inches of interior area and a minimum dimension in each direction of 30 -inches. Shower valves must be pressure balance/thermostatic mixing valves. Shower receptors shall have a curb threshold not less than I - inch below the sides and back of the receptor. The curb shall measure a minimum of 2 -inches to a maximum of 9 -inches above the top of the drain. (IRC R307, P2708, P2709) 61 The centerline of toilets or bidets shall not be less than 15 -inches from adjacent walls or tub. Toilets, bidets, and lavatories must have a minimum clear space of 21 -inches in front of the fixture. Lavatories require a 4 -inch clearance to wall or to a toilet. (IRC P2705) 62 Showers and tub/shower combinations shall have control valves of the pressure balance, thermostatic mixing or combination pressure balance/thermostatic mixing valve types with high limit stop per AS SE 1016 or CSAB125.1. Tubs shall also have a control valve as listed for a shower or a water -temperature -limiting device that conforms to ASSE 1070. The high limit stop for a device shall be set to a maximum of 120°. (IRC P2708.3,P2713.3) 63 Shower doors shall have safety glazing, hinged shower door shall open outward (R308.4.5, P2708.1) 64 Backflow prevention must be provided to prevent contamination of potable water. This includes but is not limited to: hose connections, irrigation systems, boilers, solar systems, fire sprinklers, and dishwashers. (IRCP2902.2, Table P2902.3, P2717) Insulation 65 R-20 Walls (new construction ) R-49 Ceiling R-19 Crawlspace Windows .32 Floor R-30 66 Supply Ducts in attics shall be insulated to a minimum of R-8. All other ducts shall be insulated to minimum R-6. ( N1103.2.1) 69 Enclosed accessible space under stairs shall have walls, under stair surface and any soffits protected on the enclosed side with 'h -inch gypsum board (IRC R302.7). 70 Cement, fiber -cement, glass mat gypsum backer and fiber reinforced gypsum in compliance with ASTM C 1288, C 1325, C1178, or C1178 and installed in accordance with manufacturer recommendations shall be used as backers for wall tile in tub and shower areas and wall panels in shower areas. (IRC R702.4.2) . 71 Nall spacing for gypsum board 1/2 Ceiling 16oc 7" nails 12" Type S screws, 1/2wall spacing 24"oc 8"nails, 12 "screws. 5/8 ceiling 16oc 7" nails 12"type S screws 5/8 wall 24oc 8"nails 12" type S screws. 72 Water-resistant gypsum backing board used as the base or backer for adhesive application of ceramic tile or other required nonabsorbent finish material shall conform to ASTM C 1396 , C 1178 or C1278. All cuts and exposed edges shall be sealed. (IRC R702.3.8) Final Inspection Requirements 73 Buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. 4" high, with a minimum stroke of 1/2" (IRC 319) American Geotechnical Inc. Subsurface Investigation Project No. 17-135 Pg6of17 SITE DESCRIPTION The site contains an existing structure. landscaping. The site is generally flat. FIELD AND LABORATORY ANALYSIS The vegetation consists of conventional A test hole was drilled in the vicinity of the proposed structure (see Site Map) using a Mobile 53B drilling rig. Test holes are generally drilled to a depth of 20 feet. Holes may have been drilled to greater or lesser depths if bedrock or water restrictions exist, or if additional depth is needed to make bedrock determinations. In-situ soil samples were retrieved from depths appropriate to adequately anticipate foundation requirements. These samples were retrieved utilizing a 2 -inch California sampler. In-situ samples consist of relatively undisturbed soil. Additional loose samples may also have been brought to the laboratory in order to make a determination of the soil types encountered at depths other than those where in-situ samples were retrieved, or to indicate where changes in soil composition occur as a function of depth. These samples were returned to the laboratory for analysis. Laboratory analysis consists of a determination of moisture content, density, swell and consolidation potential, and particle size distribution, where possible. In order to assure valid results, non -cohesive, highly granular samples, may not have been tested for swell or consolidation potential as valid results of same are often not possible, or are inaccurate. Subjective analysis of the soil conditions was also made in the field during the drilling operations. Investigations performed on nearby sites may also have been considered in these results. The following represents the results of the field observations, the laboratory analysis as well as our experience in the area and adjacent data. SUBSURFACE CONDITIONS In general, the subsurface conditions consist of - 0 -11 f: 0-1' topsoil; moist; dark brown 1' — 7' sand; moist; tan 7' — 16' sand w/clay; moist to saturated; light brown to brown Free water is anticipated at the 7 foot depth See the Summary of Laboratory Analysis, the Boring Logs and the Swell -Consolidation test results for additional information. American Geotechnical Inc. Subsurface Investigation Proj ect No. 17-135 Pg7of17 SLAB RECOMMENDATIONS The Slab Performance Risk at this site is judged to be `low' (defined as less than 3% swell with a 500 psf surcharge). These soils may be suitable for the construction of slabs. It must be understood however, that the risk of slab movement does exist. Changes in the water content of these soils may cause the soil to swell or shrink, which may cause movement or cracking of slabs. Potential water sources include but are not limited to: water line breaks; excessive precipitation; irrigation system malfunctions; over -watering; negative site grading (toward the structure); a rise in a water table; a leaking hot water tank, hot tub, or water feature; a nearby septic system; downspout malfunctions or incorrect gutter/downspout construction; failure to provide a pump in a sump pit. If some movement of a slab is not acceptable, any potentially finished or partitioned room areas should be constructed using a structural floor system over a void space, rather than a slab. (Note: So-called `structural slabs' which bear on soil, are still slabs -on -grade, and are not to be considered a structural floor system.) GENERAL SLAB INFORMATION Vertical movement of slabs and the force they exert on lower partition walls and thereby the structure above, is the number one cause of foundation and structural damage in the Front Range area. Should the owner elect to accept the risks of expansive / consolidating soils and the effects they may have on slabs, the following have been shown to be helpful when constructing slabs. The following must not be construed as an approval, release or exception, to construct slabs or basements. It is simply general information which describes and limits the damage which can result from the construction of slabs and basements. Slabs should bear on undisturbed natural soils, or on properly conditioned and re - compacted soils. If the on-site soils are potentially expansive or may consolidate, it is preferable to bear slabs on non -expansive imported materials - materials which will also minimize the transfer and/or retention of any water below the slab. Materials with a Liquid Limit below 30 and a Plasticity Index less than 15 are preferred. The use of gravel may allow undesirable migration of water below the slabs. Slabs shall be isolated from foundation components by slip joints constructed to allow the independent movement of the slab. Slabs shall also be separated from any utility components by isolation joints. Mechanical equipment resting on slabs must be fitted with expandable / collapsible sections in order to allow movement of the slab without damage to the equipment or to the structure. American Geotechnical Inc. Subsurface Investigation Project No. 17-135 Pg8of17 Non-bearing partition walls constructed over floating slabs must be constructed with a minimum of 1 V2 inches of `float' to allow for movement of the slab without damaging any part of the structure above. Float shall be built into the framing AND drywall AND trim. See the Float Diagram later in this report. All doors similarly built shall be constructed with at least a 1 inch gap at floor level. Door trim must also be isolated from slab movement. It is the owner's responsibility to monitor and maintain all floats and gaps as necessary. Garage door trim must be isolated from floating garage slab movement. If additional information on float is needed, please contact this or any geotechnical office. See Fig. 2 — Float Detail - later in this report. Slabs must be appropriately reinforced to resist the anticipated loads as well as the effects of the supporting soils. Floor slabs must also be scored in accordance with the American Concrete Institute (ACI) recommendations in order to control cracking of the slab due to shrinkage or other factors. These scores should be a maximum of 12 feet apart. CAUTION: Bathrooms constructed on slabs in basement levels involve unique risks. They are difficult to install without creating a solid connect between the supporting slab and the first floor framing above. Tile, tubs, and showers can create a solid `stacked' condition. If the slab moves upward, this can cause cracking, bending, and breakage of floor tile, wall tile, the tub body, plumbing connections and fittings. Serious consideration should be given to any bath installations in basement levels. Discussion of the above between owner, builder and/or buyer is important. The decision to construct basement baths is a risk taken by the owner. If some movement of a slab is not acceptable, any potentially finished or partitioned room areas should be constructed using a structural floor system over a void space, rather than a slab. SITE PREPARATION We anticipate that additional grading may be necessary. Site preparation procedures should be performed such that the potential for accumulation and standing of water around the site is minimized. Clay soils should be kept from desiccating (drying and shrinking) by sprinkling the soils occasionally. Drainage swales or channels should be created where necessary in order to route water away from the excavation and construction area. BACKFILL The backfill placed around the foundation walls should be methodically compacted to help reduce settlement after completion of construction. The top one foot of the backfill material must be relatively impervious to aid in routing water away from the foundation. This is accomplished by the addition of clay to the top 12 inches of soil, if needed, or American Geotechnical Inc. Subsurface Investigation Project No. 17-135 Pg9of17 simply by using clayey soils in this layer. Installing landscaping fabric may be useful, because landscaping fabric restricts downward movement of water (through it) and causes water to be shed away from the structure. The on-site soils may be wetted prior to being used as backfill - to reduce their expansive properties, where present — and to aid in compaction. Do not add water to backfill soils already in place. The on-site soils, exclusive of topsoil and organics, are suitable for use as backfill. First floor framing should be constructed prior to the backfill process, or, the foundation walls should be supported by bracing or some other means. SURFACE DRAINAGE The area surrounding the structure should be graded so as to provide adequate drainage away from the structure. This is accomplished by creating a 10 percent slope (12 inches vertically for every 10 feet horizontally) down and away from the foundation in soil areas, and a minimum 4% slope on hard surfaces. Low spots should be filled in order to prevent accumulation and standing of water near the structure. Surface water running toward the structures from up slope areas should be diverted around and away from the structures by means of drainage swales or other similar measures. Decorative edging should be constructed to allow water to flow through, around or under the edging and not so as to cause damming of water behind the edging. Sprinkler systems should be constructed so as to keep the area within 5 feet of the structure as dry as possible. Sprinkler heads or other irrigation components should not be placed in, nor should they release water into, the area that is within 5 feet of the structure. Downspouts must terminate outside of the backfill area of the structure and a minimum of 6 feet from the structure. Downspouts should discharge well beyond the limits of the backfill. The use of long downspout extensions in-place of splash blocks is advisable. See Fig. 1 for a graphical representation of some of the above. SUBSURFACE DRAINAGE In order to minimize the chances of water damage to the structure(s), an exterior perimeter drain is required for any habitable or useable spaces below grade built on this site. This drain may `daylight' to an exterior outfall location, or may flow into a sump pit fitted with a pump. Where a pump is utilized, the outlet line from the pump must reach an unobstructed termination point above ground and well away from the structure. American Geotechnical Inc. Subsurface Investigation Project No. 17-135 Pg 10 of 17 If an exterior outfall location is selected, ensure that the drain opening is protected by a screen. See the drain detail diagram(s), Fig. 3, later in this report for a typical perimeter drain cross section. Ensure that the excavation is adequately sized for the safe installation of an exterior drain, if required. MOLD Mold has become an issue in building construction. The health risks associated with the vast majority of mold spores are minimal or non-existent, however, the debate continues and litigation on this subject is increasing. The use of proper drainage techniques outside of the structure, and the use of subsurface perimeter drains, should keep water from accumulating in a way which would trigger mold formation. However, the most current building practices which reduce the likelihood of mold formation, should be gathered, studied and followed. LIMITATIONS / DISCLAIMER In any subsurface investigation, limited data is available from which to formulate soil descriptions and generate recommendations for foundations and related construction components. The samples taken are indicative of the subsurface materials at the time and at the location the samples were taken. Precipitation, seasonal changes, and excavating are just a few of the factors which may create changes in the composition of the site. If conditions are encountered which are significantly different from those described in this report, contact this office before proceeding. This report does not address nor was intended to address any environmental issues, hazardous materials or toxic waste issues, or other subsurface situations or conditions other than those described within this report. This report is intended for the sole use of the above named client and their approved agents, and only for the proposed construction referred to herein. This office cannot be responsible for any conclusions or recommendations made by other parties based upon the data contained herein. If this report appears to have conflicting requirements or recommendations the most conservative or stringent will apply. This report is intended and applicable only for the type of structure as described to us by the client. This report is NOT intended nor applicable for unconventional structures, or structures that are built on excessively deep foundations. Foundation walls or footings American Geotechnical Inc. Subsurface Investigation Project No. 17-135 Pg 11 of 17 deeper than 11 feet are not anticipated by this report and are beyond the scope of this report. Failure to follow all of the recommendations contained herein voids this subsurface investigation and releases American Geotechnical from any and all responsibility as to the success and/or performance of the construction and structures at this site. Use of this soil report designates absolute agreement to follow all of the enclosed requirements and recommendations, and if there are any questions regarding these recommendations and requirements they should be referred to this firm. American Geotechnical Inc. Subsurface Investigation Project No. 17-135 Pg 12 of 17 8 9 10 11 12 13 14 is 16 17 BORING LOG #1 .................... .................... M ............................................................... .......................................................................... ..................... . ...................... ........................... ..................... ..................... . ........................................................................ ..................... . ........................................................................ ..................... . ........................................................................ ..................... . ........................................................................ Itop soil i organio soil I 0 '0001 sand sand w 1clay American Geotechnical Inc. Subsurface Investigation Project No. 17-135 Pg 13 of 17 SUMMARY OF LABORATORY RESULTS Hole Depth Description # (ft.) 1 3 sand 1 8 sand w/clay 1 16 sand w/clay % Passiniz Moist. Dry Density Penetration* #200 Sieve (%) (pcf) (blows/inch) 11 5 107 12/12 19 10 - 14/12 17 wet - - * 140 lb hammer falling through 30 inches equiv. American Geotechnical Inc. Subsurface Investigation Project No. 17-135 Pg 14 of 17 t II f PROVIDE A MINIMUM SLOPE OF 12' IN THE FIRST 10 FT. OUT FROM THE STRUCTURE ROOF GUTTER DOWNSPOUT AND EXTENSION SHOULD EXTEND BEYOND THE GRAVEL OR BARK AREA DECORATIVE GRAVEL OR BARK WOOD OR METAL EDGE WITH WEEP HOLES OR 142' SPACE TO ALLOW EE WATER FLOW Fig. 1 - Grading Detail American Geotechnical Inc. Subsurface Investigation Project No. 17-135 Pg 15 of 17 Framing Detail for Floating Walls or `Float' Drill 3/8" dia. hole in top base plate and use 60 penny nails at about 3'-0" c.c. to stabilize frame wall. Drive large nail into lower base plate Wall base board nailed to base plate, only 1/2"xl" nailing strip to hold _ base board in place 2"x4" stud wall secured from above by metal straps or nailing 1/2" drywall nailed to studs, only space to allow for independent movement of the floor slab 2"xr base plate secured with 3" concrete nails or O rams et studs 00 Concrete floor slab Fig. 2 — Float Detail American Geotechnical Inc. Subsurface Investigation Project No. 17-135 Pg 16 of 17 BRACE WALLS TOP AND BOTTOM j PRIOR TO BACKFILLING a EXTENDED ALONG THE BOTTOM OF THE EXCAVATION TOP 12' OF WELL COMPACTED BACKFILL DAMP PROOFING MODERATELY COMPACTED BACKFILL DaBLE PIPE SLOPE DRAIN PIPE I/8' PEA FOOT TO DAYLIGHT OR TO A SUMP PIT BACKFILL AROUND THE FOUNDATION SHOULD BE MOISTENED AND COMPACTED AND THE FINAL GRADE SHOULD BE WELL SLOPED TO PRECLUDE PONDING OF RAINFALL, IRRIGATION WATER AND SNOW MELT ADAACENT TO FOUNDATION WALLS. CAUTION: DO NOT DIKE OR IMPEDE THE FLOW OF WATER AWAY FROM FOUNDATION WALLS WITH SOD EDGING OR DECORATIVE GRAVEL AND POLYETHYLENE, DOWNSPOUTS AND SILL COCKS SHOULD DISCHARGE INTO SPLASH BLOCKS OR LONG 0ITENSIONS. Fig. 3a - Perimeter Drain Detail for Footings Foundation details may vary. WELL SLOPED 12' PEP, 10 FEET DO NOT DIKE WTT} T f SOD OR EDGING EXTENDED ALONG THE BOTTOM OF THE EXCAVATION TOP 12' OF WELL COMPACTED BACKFILL DAMP PROOFING MODERATELY COMPACTED BACKFILL DaBLE PIPE SLOPE DRAIN PIPE I/8' PEA FOOT TO DAYLIGHT OR TO A SUMP PIT BACKFILL AROUND THE FOUNDATION SHOULD BE MOISTENED AND COMPACTED AND THE FINAL GRADE SHOULD BE WELL SLOPED TO PRECLUDE PONDING OF RAINFALL, IRRIGATION WATER AND SNOW MELT ADAACENT TO FOUNDATION WALLS. CAUTION: DO NOT DIKE OR IMPEDE THE FLOW OF WATER AWAY FROM FOUNDATION WALLS WITH SOD EDGING OR DECORATIVE GRAVEL AND POLYETHYLENE, DOWNSPOUTS AND SILL COCKS SHOULD DISCHARGE INTO SPLASH BLOCKS OR LONG 0ITENSIONS. Fig. 3a - Perimeter Drain Detail for Footings Foundation details may vary. American Geotechnical Inc. Subsurface Investigation Project No. 17-135 Pg 17 of 17 Drilling location City of Wheat Ridge Residential Roofing PERMIT - 201702283 PERMIT NO: 201702283 ISSUED: 06/21/2017 JOB ADDRESS: 4015 Nelson ST EXPIRES: 06/21/2018 JOB DESCRIPTION: Residential reroof - install Owens Corning Oakridge Brownwood asphalt shingles - 19.47 sq. *** CONTACTS *** OWNER (303)548-8024 LANDIS DARREL L SUB (720)833-8396 Steve Dye 120085 Colorado Roofing Contractors *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,527.99 FEES Total Valuation 0.00 Use Tax 137.09 Permit Fee 156.75 ** TOTAL ** 293.84 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding A3�-inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€"s installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer's technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge V, Residential Roofing PERMIT - 201702283 PERMIT NO: 201702283 ISSUED: 06/21/2017 JOB ADDRESS: 4015 Nelson ST EXPIRES: 06/21/2018 JOB DESCRIPTION: Residential reroof - install Owens Corning Oakridge Brownwood asphalt shingles - 19.47 sq. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain thispermit and perform the work described and approved in conjunction with thispermrt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to erformed is disclosed in this document and/or its' accompanying approved plans and specifications. 1-2 t: Signature oy OWNER or CONTRACTOR (Circle one) Date + t I. This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and 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 pen -nits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of, kis subject to' field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. �� Kimberly Cook j , 1D 2,7- From: no-reply@ci.wheatridge.co.us Sent: Monday, June 12, 2017 2:40 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. Permits are currently being processed within 3-5 business days, subject to change based on volume. vile, II&)Atdf,(- c�l3o/�a- For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., cam' Monday through Friday to process these types of requests. ��3 R `-� THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address Do you have a signed contract to reroof this property? It will need to be provided at the time of permit pick-up. 4015 Nelson St. Darrell & Rosanne Landis (303)548-8024 bonelandis@comcast.net Yes CONTRACTOR INFORMATION Contractor Name Colorado Roofing Contractors, LLC Contractor's License 120085 Number (for the City of Wheat Ridge) Contractor Phone (720) 833-8396 Number Contractor Email Address annie@coloradoroofingco.com (permit pick-up instructions will be sent to this email) Retype Contractor Email annie@coloradoroofingco.com Address DESCRIPTION OF WORK Is this application for a Yes new permit for a residential roof? Are you re -decking the No roof? Description of Roofing Owens Cornining Oakridge Brownwood Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 19.47 Sq. material selected above? Does any portion of the No property include a flat roof? If yes, how many squares no on the flat roof? TOTAL SQUARES of all 19.47 roofing material for this project z Provide additional detail a house 4/12 here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract $6,527.99 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Annie Candelaria Email not displaying correctly? View it in your browser. 3 4955 Miller Street, Suite 200 Wheat Ridge, CO 80033 T: (720) 833-8396 F: (720) 230-4859 WORK AGREEMENT Customer Name: Property Address: �, ' `- City: State: Customer Phone: %q fir Work Phone: Customer E-mail: t'A lti l P L& t4'1 1 11 zip: s a JOB INFORMATION I INSURANCE INFORMATION ❑ TEAR OFF LAYERS OF COMPOSITION SHINGLE ❑ TEAR OFF 1 LAYER OF WOOD SHINGLE ❑ IIN+STALL DECKING (7/16" OSB) ❑ IN BALL NEW FELT 111�TALL PRE -PAINTED EAVE METAL TO CODE (COLOR: ) VALLEYS WILL BE: X?eLOSED ❑ OPEN ❑ RIDGES WILL BE COLOR-COORD. SHINGLES ❑ INSTALL NEW PIPEJACKS ❑ REPLACE VENTS AS NEEDED N, ❑ n -FLASH CHIMNEYS AND ABUTMENT IF NEEDED AND POSSIBLE (STUCCO OR SIDING MAY DETER) ❑ INS"1ALL LN. FEET OF SERIES RIDGE VENT ❑'INSTALL/ LN. FEET OF ICE SHIELD TO CODE ❑ INSTALL NAILS PER SHINGLE„ GUTTFaS TO BE: ❑ CLEANED M -REPLACED (MOVE ALL DEBRIS Insurance Company: Phone: Claim # Date of Loss olr SPECIAL INSTRUCTIONS ESTIMATED PRICE AND SCHEDULE ESTIMATED PRICE: $ A-9, «;l t (or RCV) ESTIMATED DATE OF SERVICE _ This price is an estimate. Final price you owe is defined by the Replacement Cost Value (RCV) that is calculated by Contractor or your insurance company, whichever is greater, plus overhead and profit and any amounts specified in this contract. This amount may not be known for certain until the job is complete. Contractor cannot waive your insurance deductible. This date of service is an estimate. It may change based on the actions of your carrier, weather, or other factors. This is a contract between Colorado Roofing Contractors, LLC ("Contractor") and the Customer identified above and signing below ("you" or "Customer"). Customer wishes to engage Contractor to perform work on Customer's property as Contractor recommends, which may include repair and construction work. Customer will pay Contractor for this work as calculated under the terms of this contract. Contractor agrees to communicate with Customer's insurance company to determine the scope and price and to perform labor and furnish materials in accordance with the scope of work approved by the insurance company. Customer authorizes Contractor to communicate with the insurance company and irrevocably instructs the insurance company to cooperate fully with Contractor on this claim. Customer understands that Contractor's obligation to perform labor, and furnish materials may be contingent upon the insurance company approving the recommended services or materials and authorizing sufficient funds. TERMS AND CONDITIONS 1. PAYMENT. You are personally obligated to pay the final price for all work and materials provided by Contractor. The final price will be determined by calculating the Replacement Cost Value (RCV) of the work performed. You will pay the RCV amount calculated by Contractor, or your insurance company, whichever is greater. In addition to this, you also agree to pay the amount of any insurance supplements and any costs, including profit and overhead, related to necessary work not included in the insurance company estimate but undertaken by Contractor at its sole discretion, including but not limited to destructive testing, repair and replacement of damaged property, improvements to the property, supplements requested by you or recommended by Contractor, or upgrades required by code, permit, or other law. This will include profit and overhead because Contractor is acting as a general contractor. You represent to Contractor that the price will be paid by your insurance company, except for your deductible, but you agree that you will be personally liable for all amounts due to Contractor under the terms of this Agreement. This total may not be known with certainty until the project is completed, and so Contractor will inform you of its best estimate ofthe final cost for purposes ofcomputing amounts due. UNDER COLORADO LAW, CONTRACTOR CANNOT PAY, WAIVE, REBATE, OR PROMISE TO PAY, WAIVE OR REBATE YOUR INSURANCE DEDUCTIBLE. 2. DUE DATE. Payment equal to the Actual Cost Value (ACV) of your insurance claim is due upon delivery of materials. If you do not receive a check for your ACV, then payment equal to the cost of Contractor's materials is due at that time. Upon completion of work, defined as the date when the work is substantially complete, Contractor shall present you with a final invoice. Work may be complete even if warranty, minor or trivial work remains to be done. This invoice is due upon receipt. Payments with restrictive endorsements or conditions are prohibited and will not be accepted. If any dispute arises related to this Agreement or the work, you must send all payments, including those offered as settlement or payoff, to Contractor's attorneys and not to Contractor directly. 3. LATE PAYMENT. Payments not received by Contractor within 5 calendar days ofthe due date are in default. In that event, you will pay a one-time 10% late fee and the total amount owing shall bear interest from the date due at the lesser of 18% per annum compounded annually or the maximum rate permitted by law. You are solely responsible to pay for all ofContractor's costs, damages, and attorney fees for any dispute related to this Agreement. Contractor has a security interest in the property at which the work is performed for any amount due under the terms of this Agreement. This interest may be enforced by filing a mechanic's lien. You agree to waive your homestead exemption with respect to any lien, foreclosure, collection, or judgment. The security interest and lien arises under C.R.S. 3841-212 and your homestead exemption is not applicable. Nothing in this section limits Contractor's lien rights under Colorado law. All ofContractor's rights are all cumulative. 4. INSURANCE. 4(a). Communication. You authorize Contractor to contact and negotiate with your insurance company concerning facts of your claim, to file a claim on your behalf, and determine the scope of work, Replacement Cost Value, Supplements, and all other issues related to the work. This does not include negotiation over insurance policy coverage and Contractor is not acting as your Public Adjuster. You instruct your insurance company to cooperate with Contractor, and agree that you and your insurer shall cooperate fully and in good faith with Contractor. A/F.\ C..........F \71....1. D............ «L ..........:...... -.....7..-...1 L.. !`..««......«..- ....... L,, :..«..«.1...1 «.. 8. PRE-EXISTING OR HIDDEN DEFICIENCIES. Contractor is not responsible for inspecting the property for structural deficiencies, or other pre-existing hazards, or those occurring as an inevitable consequence of proper work, including but not limited to deflections, protrusions, damage to stucco or siding, problems with decking, fascia boards, buffets, jacks, ventilators, gutters, or flashing. Roofwork can change the load on other parts of your home, leading to cracking, distortion, changes in the foundation, or other manifestations of hidden defects or unavoidable events associated with roofing work. You acknowledge that discovery of any such deficiencies or hazards may alter the scope of the work, cause damage, increase the price of the work, or cause delay or additional testing, at Contractor's sole option. 9. HANGING ITEMS AND ATTACHMENTS. Roofing work creates vibrations that may damage hanging items, so you agree to remove items hanging from inside and outside walls, soffits, and ceilings. If it is necessary or prudent to remove roof -mounted equipment to perform work, you will remove and reinstall the same at your cost. Contractor may remove the equipment if you have not done so in order to complete work and, if it does, will have no obligation to reinstall or align the equipment. 10. WARRANTY AND LIMITATIONS. Contractor warrants that its work will be performed in a good and workmanlike manner and that your roofwill pass any inspection required by law. This warranty lasts 5 years from the date work is complete. You agree to notify Contractor within 72 hours of discovering any problem with its work and to immediately take reasonable action to prevent any further damage and allow Contractor to inspect and cure any alleged defects. If you fail to do so, Contractor shall have no liability for related damage and its warranty shall be void. Upon appropriate notice, Contractor will send a representative to investigate any problem. Multiple investigations may be necessary. If Contractor determines that father work is required, it will cooperate with you in ensuring that work is completed. You agree to cooperate with such inspections or additional work by providing to Contractor access to the interior and exterior of your property at reasonable times. Some ofthe material used on your project may be covered by manufacturer's warranties, and if so, those warranties are unaffected by this Agreement. Contractor will transfer all warranties to you upon payment in full. Contractor is not responsible for work done by others. If you have another contractor finish or redo Contractor's work without its written approval, including work on or removal of solar panels, such work will void Contractor's warranty. EXCEPT AS SPECIFICALLY WRITTEN HERE, CONTRACTOR MAKES NO WARRANTIES, EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF FITNESS OR MERCHANTABILITY. ALL WARRANTIES ARE VOID IF YOU BREACH THIS AGREEMENT OR IF YOU FAIL TO MAKE FULL PAYMENT AS REQUIRED AND BY THE DEADLINES SET FORTH IN THIS AGREEMENT. 11. ACCIDENTS OR ACTS OF GOD. You agree that Contractor is not responsible for damage from fire, rain, windstorm, hail, tornadoes, terrorist attack, distortions, failure or cracking of the roof deck, walls, or foundation, hurricanes, or other hazards to work in progress, completed work, or the property or your personal property. You agree to maintain in force a policy of homeowner's insurance covering casualty to your property from such conditions. 12. CANCELLATION / RESCISSION. You may cancel and rescind this Agreement and receive a refund of any deposit paid, by delivering written notice to Contractor at 4955 Miller Street, Suite 200, Wheat Ridge, Colorado 80033, received on or before 72 nulolsnD £9LI - L85 (LLS) 0I0Z6 d3 `pugslluD `luno3 xnnt'H AazD 09Z£ "OD -sul s,zolouzluOD pau;)J3Jd :Aq patnsul Alpnold aluQ aluQ 1oloulluoD SO panojddV a.Inluu&S .IauiolsnD aluQ aAiluluasaadag sopS :Sg pal;nugnS alu(l a.Inluu2iS .zauzolsnD aluultlsa uu lou Iou.Iluoo u st Still lull spuuls.Iapun .IauzolsnD •louzluoo SigJ J0 apis aszana.I JO 32ud puooas aql uo Oui.Iuaddu suotlipuo:) puu sultan, all Xq punoq oq of s3al2u pm p3MWA3.I suq .I014ljn3 .zaulolsnD -Xpadwd aqj uo auop uaaq suq gjom gugow 3o adoas aqj jo 14pofutu v jo alis ipom aqj o; pajaAIlap uaaq aAUq s1e1ja4cui 2uUmi ii;un ;sn q u14! pioq 11!m io4aejJuoj 1p!ud si aisodap a 3I Proof of Submission for Permitting/Plan Review A copy rjf ttiks fern nV-St be corroeted by eac& agemy tr4cated or tY* Pert �Atal C,�Wrkw for the pt-4eci type and be aturfted to tt* &Mtrg Pernvt App4w/von at th+ ten* of AppUcatrsygw Vr�sented for &A)nV1sw'm wfthoua a carewce-ted Proof of Sub-mossion f(xfrt fronn, a reqzprc-i 9toc), ell 'Aq Dalte"" profe"c"," "-'VJ*e"w Nwne of Ffrm.,Afd-vhckia1., uktrAting, rk�ctmwnm Pro*ct Typmr/Mescroptior,-, 10Tx-51 CO Srut e of Fxfm ReWmsentavv-&of wn'x uteti fe-, �esentat I "it or t N'eads, A/14ficated, atm do' by �n/y S*r%Ar4VP J/ V-weby remp't of �Vocwrrenv$ for rt-ilkw1i arv, ary W/40'of Ote- Propett above 'est t4ptro �'we prerte—uor' Arvada F� W'r*zt Ridqe Watt- Dist'r"Ct' Wated F rw"tdair W"BUO D�Slrwc VaNey vViter f1so"W"It Deer Water This property is currently served by the District; submitted es, proposed plans do not require further action by the District. Date, iAlliwNzy E nmit 0 r'l --- 6*'Wh�at RIOW W) 14 ;-A-nm' o�tl A) 'A, A'C "A 11,,0,1 U . 10, 5:140, Z' �(aii I lia') -1 31"'At)-N �pilliqIIIIIIIII ll",Iilllllllllllllll 11 ���EIINIIIII A copy of this form mst be roqVIeted by each aW..rcy trxitcated on tt*. Pem'A Stst)mrttal Checklist for the project type and be attached to tt*, Building Permit Application at the, tirme of submission, ApWic,attons presented for submss*n withi,'rit a Proof of Submrss;ion ficyri-i from a required aperic mill oces-wd' Project Address; T T. VJ d C- A 1-) 6 6, Name of Firm/ Individual submitter documents: ._ "2-4-CI4 ��!evp-- Pro)ect T, tion: ype/Descrip ........ . .. . Signature of Firm, Refif esentativt or lndwt"� M1,11,111111MIS, 111., 0m, --- RALi'lillimitiall I a (fuly authorized representative of the agewzy indurated bel and do, by ryq signature below, hereby acknowledge receipt of dor iurrwrits necessary for review 3NJ approval of the project above, West Metro Fire Protemon Arvada Fire Protection Wheat Ridge Water District xConsrAdatecl Mutual Water District Malley Water District Denver Water Agency Notes -- ic-ned acN--A vai�-kifL u, Wheat Ridge Samitatmn District Cleat Creek Sanitation District Fruadale Sanitation District Westudge Sanitation District of ter Si Signawre: Liaw 7 (Agency Representative) ♦ 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: Fi~.~2 tai= Job Address: 'Vflm5' ~~/sard 7- Permit Number: ~99f✓S7Y Pc°c'a~~7`C'2 g2 I ❑ No one available for inspection: Time /;;?5 A P Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: S~jlo 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: frBio~Lar~~ Job Address: ypS rs~fsr~ 57' Permit Number: r97Y<7Y paw ❑ No one available for inspection: Time !V`-7a AM10. Re-Inspection required: Yes Wo) "When corrections have been made, call for re-inspection at 303-234-5933 Date: 1go,11v Inspector: DO NOT REMOVE THIS NOTICE 12/29/200.9 06/27/2010 City of Wheat Ridge Building Division Date:J m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Plan °OCOttPO° Inspection Line: 303-234-5933 Permit 7 Building Permit Application Pro,OrtyAddress: Y19-0-S, /le--,LSe, v '57-, Property Owner (please print)_ ~ ~ i~t-l SCE, : Phone: 3C13 Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: f ~~c~ c)C 6? Contractor License M j'7 Phone: k~?Cp- Sub Contractors: Electrical City License Company: Plumbing City License Company Mechanical City License Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Construction Value: $ Z7 -^C_> ` Description of Work; (as calculated per the Building Valuation Data sheet) Plan Review (due at time of submittal): $ 1..L9S.rjl L.. ZX ✓7 fL.ij?GI/[~G G-'NC'~'~a~ ~L`J C-F~'C iF ONLY ~ 1n~ 1 lJ~iF.L O.U Sq. Ft./L.Ft added: Squares 1/1)? BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereb y y certif 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 1 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) andell ther applica a Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PE SONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINTNAME: SIGNATURE: )rt%~ t~ Date: L9 7 Bldg Valuation: $