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3550 Parfet Street
From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Furnace/Boiler Replacement Permit Application Date: Friday, October 1, 2021 11:46:40 AM Furnace/Boiler Replacement Permit Application This application is exclusively for RESIDENTIAL REPLACEMENT FURNACE or BOILER - LIKE FOR LIKE ONLY. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes replacement residential furnace or boiler like for like? PROPERTY INFORMATION Is this Residential or Residential Commercial? Property Address 3550 parfet street wheat ridge co 80033 Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" Randel guenther 3037181403 permits@fixmyhome.com CONTRACTOR INFORMATION Contractor Business fix it 24/7 application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for chad caruso Permit Email not displaying correctly? View it in your browser. Name Contractor's License 180142 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-659-3400 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email permits@fixmyhome.com Address Retype Contractor permits@fixmyhome.com Email Address DESCRIPTION OF WORK What type of unit is Boiler being installed? Number of BTUs 110 What is the efficiency 90 (%) of the unit? Is the unit GAS or gas ELECTRIC? Where is the furnace or basement boiler located (for example, basement, crawlspace, etc)? Project Value (contract 21356.00 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 CPQ/ 7�607� 35so. INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the incnArtinn Occupancy/Type Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Pier :Ail Concrete Encased Ground (CEG) Foundation / P.E. Letter r1% K11 n Rough Plumbing/Gas Line vw. vv..vl sr�c r 1 IVI 1 V Underground/Slab Inspections Date Inspector Initials Electrical Sewer Service 1 Vydl yr ii ne ADove Inspections Comments Plumbing Do Not Cover Underqround or Below/In-Slah Wnrk Prinr Tn Annrnv�l r1f -rk- AL....._ Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie :Ail Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of nrrijnanru "For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather IERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Roofing PERMIT - 201706076 201706076 3550 Parfet ST Residential Re -roof shingles with 49 sq. Wa-1 ISSUED: 08/14/2017 EXPIRES: 08/14/2018 to install Decra Villa Stone Coated Steel asphalt k** CONTACTS *** OWNER (303)570-4574 GUENTHER RANDALL D & STEPHANIE 3UB (303)425-7531 John Borfitz 019983 J & K Roofing Inc. k** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 45,448.00 FEES Total Valuation 0.00 Use Tax 954.41 Permit Fee 683.55 ** TOTAL ** 1,637.96 *** 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) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd P arty inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. I* � 4 i CITY OF WHEAT RIDGE 1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 30 6 All) Job Address: 3 5-5�0 a/re- A St" Permit Number: 201706076 ❑ No one available for inspectioa�Time AM/PM Re -Inspection required: Yes Vfor When corrections have been made, c -inspection at 303-234-5933 Date: %/ / Inspector: fhT %7� DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201706076 PERMIT NO: 201706076 ISSUED: 08/14/2017 JOB ADDRESS: 3550 Parfet ST EXPIRES: 08/14/2018 JOB DESCRIPTION: Residential Re -roof to install Decra Villa Stone Coated Steel asphalt shingles with 49 sq. *** CONTACTS *** OWNER (303)570-4574 GUENTHER RANDALL D & STEPHANIE SUB (303)425-7531 John Borfitz 019983 J & K Roofing Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 45,448.00 FEES Total Valuation Use Tax 0.00 954.41 Permit Fee 683.55 ** TOTAL ** 1,637.96 *** 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) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge Residential Roofing PERMIT - 201706076 PERMIT NO: 201706076 ISSUED: 08/14/2017 JOB ADDRESS: 3550 Parfet ST EXPIRES: 08/14/2018 -JOB DESCRIPTION: Residential Re -roof to install Decra Villa Stone Coated Steel asphalt shingles with 49 sq. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this perm . I further attest that I am le ally auth ized to include all entities named within this document as parties to the work to be pert0 that all work to be pe ed ' isclosed in this document and/or its jaccompanying approved plans and specifications. 665 //� Signature of OWNER 6 k_C0NTRACTQ�/(CircIe one) Date f 1. This permit was issued based on the infu`rmation provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. p tt�.�fiUl�•�. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dan Schultz a417��4 G76 From: no-reply@ci.wheatri dge.co.us Sent: Wednesday, August 9, 2017 11:04 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Danny Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) 3550 Parfet St Stephanie Guenther303 303-570-4574 109 $' 1, UY?. � � 17 Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract Field not completed. Yes Guenther Contract (38).pdf CONTRACTOR INFORMATION Contractor Business Name Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) J & K Roofing 019983 303-425-7531 13000 W. 43rd Dr., Golden Co 80403 Contractor Email Address kathyv@jkroofing.com Retype Contractor Email kathyv@jkroofing.com Address DESCRIPTION OF WORK TOTAL SQUARES of 49 the entire scope of work: Project Value (contract 45448 value or cost of ALL materials and labor) Are you re -decking the No roof? 110 Does the scope of the project include a flat roof (less than 2:12 pitch)? Does the scope of the project include a pitched roof (2:12 or greater pitch)? How many squares are part of the pitched roof? Describe the roofing materials for the pitched roof: Type of material for the pitched roof: If "Other" is selected above, describe here: Provide any additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) No Yes 49 Decra Villa stone coated steel Other Stone Coated Steel House - Pitch 3/12 & 4/12 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 ill has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Kathy Vendegna Email not displaying correctly? View it in your browser. 112 CONTRACT "�A J&K Roofing BBB ANNIVERSARY 13000 W. 43rd Drive • Golden, CO 80403 rasa-zot� EMU Phone: 303-425-7531 Fax: 303-425-1562 :' 4 www.jkroofing.com Representative— A MCms4M0-� Contact �(")- % 1 - 0`13 Date �_ 20J Address 3,5_570 1Pak*r 5T City Il.1* Ar!C_"I6K Zip bod 3 Pinnacol Assurance 303-361-4000 Workers Compensation Insurance Policy #4079290 LABOR AND MATERIAL SPECIFICATIONS TERMS AND CONDITIONS. PLEASE READ CAREFULLY - Recover roof with �)CC A V-SCIA _6 Color of shingles Q..�,ru_e G.( J Manufacturer's Warranty 56 Tear off I Pro 01 j_ 0G.g.A t_k Install 1UnderlaymentFk1,& 1 -a- L1h=&!: SJk3ZaD Double all Eaves %_ (/tel fig Re -Flash Chimn''e and/or S�'zQ_[•n 1. New Valleys Pi K Replace RidgelQ,1(j.%, (a71.E !r brub, (ZA1p4!C Q,a,,jfldD >K Ventilation T)67,L4,n! (Lr_QLr, 1/'tr_-N9— Galvanized Fasteners ,SwrrPrc►.S Replace ASA_ _ r," Q:%QC Sst4f _5 Plumbing Jacks Paint roof stacks to match Install a,J(�l Metal Edging (L. Coiaj1,_ R9 Patio or Flat roof p,,] P� V Year Warranty on labor J & K Roofing to furnish all material and labor X Permit: XIncluded NOT Included 1 Clean-up debris and haul off all trash from roof E" k Roll yard with magnetic roller — 1�>b l., Gutters cleaned of roofing debris �-�� � �) Decking Repairs $ 1.8' per�L4A Hidden Layers (tear off) $��LA per layer icarmeri (Policy Number) Como a(aoaIJ1 (Claim #) (Adjustor) (Mortgage Co.) Cincinnati Specialty Underwriters < 303-653-0023 General Liability Insurance YKL� C Policy #CS00061742 .Extra work t"gr'=a1A w w,43 'i�¢oiP n�-r��S -sol Au.�s3 s s _Gor�S^�JciT G—A &47C wt�t�M� Fa 6. ti 5(�s 1C,4ILL-000 x -e The property owner is_�< is not using proceeds from property and casualty insurance policy. A sr c+a, (,t. �, P.,T $ 3s•, a�— V„ E :( (i1 a'� Tm• . 171", I r ...sir ► . Deductible if applicable $_) I oc�-QIF . Per Colorado State Law CRS§6-22-105 which states; 100% the responsibility of the homeowner to pay this amount. J & K Roofing will not reimburse or promise to reimburse in whole or in part any amount of the deductible. Estimated Start Date pCS_ Pr� � (A -AAL Q.W_ TOTAL ESTIMATE $GI ��, 8, DI -��{tQQ_(4x�Ai ALL PROPOSALS ARE SUBJECT TO MANAGEMENT APPROVAL SIAL• T-A'Jor-f,& = �•�rt (.✓ 11leg*to 17y+11" LA OKI Date .. -�'/ i Datelbvtl (Mortgage Loan Number) Expiration Date You have the right to recind this contract and obtain a full refund of any deposit within 72 hours after entering the contract. If you plan to use the proceeds from a property and casualty insurance policy to pay for the roofing work, you may rescind this contract within 72 hours after receiving written notice from your insurance carrier that your claim has been denied in whole or in part. However, J & K Roofing is entitled to retain payments or deposits to compensate for roofing work actually performed in a workmanlike manner consistent with standard roofing practices. PLEASE SEE REVERSE SIDE FOR IMPORTANT INFORMATION CERTIFICATE OF OCCUPANCY City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Stipulations: 24 x 24 Garage. Site Address: 3550 PARFET ST Parcel Number: 39-282-01-023 Code Editions NO change shall be made in the USE of 06 ICC/2008 NEC this building without prior notice 2006 ICC/2005 NEC and a new Certificate of Occupancy 2003 ICC/2005 NEC from the City of Wheat Ridge. Sprinkler Eye A Chi6f-"'Buil g Inspector Zoning Administrator /CERTIFI7TE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES CERTIFICATE OF COMPLETION City • Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 102336 Issued: 04/12/12 Site Address: 3550 PARFET ST Parcel Number: 39-282-01-023 Owner: Rany Guenther 3550 Parfet St Wheat Ridge CO 80033 Contractor: Mark tic inch Full Spectrum Constructors 1..528 W. Carrizo Springs Avenue Pueblo West, CO 81007 Cade ' Editions NO change shall be made in the USE of 06 ICC/2008 NEC this building without prior notice 2006 ICC /2005 NEC and a new Certificate of completion 2003 ICC/2005 NEC from the City of Wheat Ridge. Sprinkler S%stem 1•- � Zoning Administrator CERTIFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 04/17/12 09 4634 City of Wheat Ridge Page 1. bp70l-ls PERMIT INFORMATION - 102.336 miaackey PERMIT INFORMATION: Permit : 102336 Permit Type: Res, Garage/Carport Permit Flt.: 3.0/08' '2010 Expires: 04/12/2012 Address 550 PARFET ST Parcel Cda 39-282-01-023 010TER. Rany Guenther Address: 3550 Parfet St City/St/Zip. Wheat Ridge GO 80033 LAND PARCEL INFORM1ATION: Zone Cd: Unassigned DU I Funct Use Unassigned Last Zone Dta Subdiviston� MICKLEY Annex Dts Over Type: Miscellaneous Lot a Block No 0 Leqal� JOB DESCRIPTXON� 24 x 24 garage, basement finish, and structural repair SetBacks 0,0 Left: O"O Right. 0.0 Backz 0.0 FEES QTY DUE PAID: Permit Fee '77,004,00 954.95 954,95 Plan Review Fee .00 620.72 620,72 Total Valuation 7'7, .00 '00 Use Tax 77,004,00 1,386.07 1,366.07 2.961,74 2,961.74 CONTACTS owner Rany Guenther 3550 Parfet St Wheat Ridge CO 80033 3033933183 go CLI Full Spectrum Constructors Mark McAnincb 1528 W. Carrizo Springs Avenue Pueblo West, CA 81007 7196479979 BUD CL9 T and N Design Terry Richards 3335 Parade Sir E. Colc Spring$, TO 80917 7294949987 ARCH CLA Scott Electric Service, LLC. BrA,an Cray 5892 S- Quarter Sir, Centennial, DO 80015 7209361667 PARCEL iNFORMATION: 1.0 Structure Tvpe RA14C 20 Year Built 1958.00 30 Property Type RESID PERMIT CONDITIONS; SS: Approved. R-2. For ane- or twu--family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall. be surfaced with concrete, asphalt, brick pavers or similar materials. FC. Approved per plans and notes on plans. Work shall comply with 2006 IRC A 2005 NEC, Per IRC Sec. 8313, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level, of the structure, Carbon Monoxide detectors are required to be installed within fifteen+,15) feet outside the entrance to each sleeping room, APPROVALS: Real Appxvll Date Approver Note Zoning 09/27/10 SS First 25 feet of driveway must be Raved with concrete, asphalt, or pavers. REQUIRED INSPECTIONS STATUS: EffiffilIBERN11= 04 09 46:34 City of Wheat Ridge bp701-ls PERMIT INFORMATION 102336 10/08/10 CREATED FROM APPL# 10-0362 09/27/10 Given to SS for review. 09/27110 Ap and given to KC for review INSPECTION INFORMATION; # TYPE CONTR# CA1.,LED CNCL WHO REQ ST INS DT STATUS 2 FOU Foundation Insp, 10-0283 10/15/10 110 PC 10/18/1,0 10/18/io COMPLETE 2 FRI Framing Rough insp. 10-0283 11/03/10 no KC 11 11/04/10 INCOMPLETE 3 SHEaSheathinq/Sheer Insp 11/05 110 KC 11/04110 11/04/10 PARTIAL 4 COU:Courtesy 11/05/10 110 KC 11/04/10 11/04/10 COMPLETE 5 ERI;Electrical Rough Ins io-0283 11/17/10 TIC, PC 11/28/10 11/18/10 PARTIAL 6 EUG:Electrical. Undergrd. 10-0283 11/17/10 no KC 11/18/10 11/18/10 COMPLETE 7 FRIsFraming Raugh Insp. 10-0283 11/17/10 yes PC 1111813:0 8 FRIcFraminq Rouqh Insp, 3.0-0283 3.1/18/10 no KC 11/19/10 11/19/10 COMPLETE 9 PRI: Plumbinq Rough Insp, 10.0283 11/18/10 no PC 12119/10 11/19/10 COMPLETE 3.0 PEI; Plumbing Final Insp 10-0362 12/01/10 CIO ED 12/02/10 12/02/10 INCOMPLETE 11 PRI; Plu�Tbinq Rough Insp. 20-0283 12/03/10 no KC 12/06/10 12/06/10 COMPLETE 12 MRI Mectianical Rough ins 100362 12/07/10 rill KC 12/08/10 12/08/10 COMPLETE 13 INS:Insolation 12/08/10 no KC 12/08/10 12/08/10 COMPLETE 14 cou:Courtesy 10-0283 12/27/10 ao kc 12/28/10 12/28/10 COMPLETE 15 DWS:Drywall screw/nail. 12/28/10 110 KC 12/28/10 12/28/20 COMPLETE 16 rof;Roof Inspection 10 12/29/10 yes PC 12/30/1,0 12/30/10 INCOMPLETE 17 ROF.Roof Inspection 10 01/03/11 r10 KC 01/04/11 01/04/11 INCOMPLETE 18 EFI:Electrical Final Ins 10-0320 01/06/11 rash BCSI 01/07/11 01/07/11 COMPLETE 19 MFI;Mechanical Final 10-0362 01/10/13, no PC 01/11111 01/13./I,1 COMPLETE 20 CCTT�Courtesy 01,111/11 110 KC 01/11/11 01/11/11 COMPLETE 21 BFI.Brxilding Final insp 10 0283 04/10/12 yes AT 04/11/12 04/10/22 INCOMPLETE 22 EFI:Electrical Final Ins 04/11/12 110 PC •4/12/12 04/12/12 COMPLETE 23 BFI:Buildrin; Final Insp 04/11/12 no KC 04112/12 04 ' 1 12/12 COMPLETE 24 PFIzPlumbing Final Insp 04/12/12 110 KC 04/12/12 04/12/12 COMPLETE 25 MFI�Mechanical Final 04/12/12 M KC 04/12/22 04/12/12 COMPLETE 26 ROFsRoof Inspection 04/12/12 110 KC 04/12/12 04/12/12 COMPLETE Page 2 mmackey 920M N 9ce' # e t $. wt '• 4. , a4 c 'ce $ $ - t a aF aa. ce. '. 4 d..} 'FaF l .4 4 7 r i4 d. "$i #4 $, if ♦:!♦ k4 0.aw 1;#l.4p rti` .: #Fk 4 } E s °^ • AR ' F yp FIRE rt f.. #.!k. r`♦ owowts 0 µ3G44 #oij 0 no rtvtow roqu INSPECTION RECORD Occupancv INSPECTION LINE (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. A 1 fi �4- -fi 4- . � /� I r/ n ➢ /0 1 INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof / French Drain v Sewer Service Lines Fire Department Water Service Lines R.O.W & Drainage YOUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS Sheathing Lath /Wall tie Mid -Roof Electrical Service Rough Electric Rough Plumbing Gas Piping Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing Insulation Drywall Screw FINALS Electrical Plumbing Mechanical Roof Building Final v ;2. Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping "NOTE. ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER V i� ❑ No one available for inspection: Time t `a t (AWPM Re- Inspection required: Yes tNo When corrections have been made, call foo 're -mecat 303 - 2345933 Date: If Inspector: ' �f�e / DO NOT REMOVE THIS NOTICE City of Wheat Ridge Resid. Windows /Doors PERMIT - 110150 PERMIT NO: 110150 ISSUED: 02/16/2011 JOB ADDRESS: 3550 PARFET ST EXPIRES: 02/16/2012 DESCRIPTION: Replace 2 windows- u factor under .35 * ** CONTACTS * ** owner 303/989 -7843 Randy Guenther sub 303/330 -2000 Kevin Austin 11 -0032 Austin Construction & Remodel ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0813 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 2,455.00 FEES Permit Fee 50.00 m Total Valuation .00 Use Tax 44.19��� ** TOTAL ** 94.19 Conditions: Tempered glazing is required within 24 inches of doors, in tub enclosures, and as required by code. Replacement windows shall have a U- factor of .35 or less. Inspection prior to covering is required. Subject to field inspections. 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. OWNER o r"" C(5NTRALTO lY S Ci rcle one) Date 1. 2. 3. 4. 5. 6. 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 permit 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 and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. No work of any 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 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 work is subject to field inspection. Signature VjfCtT6ff Building Date N°REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 MUST BE MADE BY 3PM ANY BUSINESS .DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ns Ciiy of �Iheat�idge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 -235 - 2855 " Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application - 3'>50 PAft� Property Owner (please print): Mailing Address: (if different than property address) Address: City License # City, State, Zip: °lo f trac knmoDGL N� Contractors City License #: Electrical: City License # Phone: 303 3' o —2✓ v o Plumbing: )2 +e z L.I1 -s Squares BTU's Date: Plan # Permit# Mechanical: City License # 1 q e'� 2 LQ I.fpL2 j5 contract value: $ 2Lt55 . �. Review Fee (due at time of submittal): Gallons Amps Sq Ft. $ 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, riles 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) (WNTRACTO g (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: '� -LUrY Attf 4 r-_' SIGNATURE: DATE: 2L -14o" it Bldg Valuation: Page 1 of 1 606_1_265 - GUENTHER CUSTOMER INFORMATION Customer Name Randy Guenther 2nd Party. Stephanie Address 3550 Parfet St. City Wheat Ridge State CO Zip 80033 Home Phone (303) 989 -7843 Work Phone (303) 982 -9380 Year House Built 1958 PRODUCT INFORMATION Date Sold 1/19/2011 Sales Rep Bud York Contract Amount $2,455.00 Number of Windows 2 Number of Doors 0 Wil HELPFUL INFORMATION To Construction Department: concrete openings done by owner. permit already pulled by contractor. From Measure Notes: 2 Windows http: / /denver.enabledcrm. com/JobJacketCover. asp ?L = 25137 &a =3 8017 &caller= IndividuaIJ... 2/9/2011 1401 W Bapaud, Unit 5, Denver, CO Window Wazmth, LLC 50223 - ' -- Federal Tax ID's 27- 3477337 Phoa,'S03.217.4160• Fax 303- 217 -4099 Renewal e byAndersen. emama REPLACEMENT an AndcrsrnCOmgry a RENEWAL ma ANDERSEN of DENVER - COLORADO SPRINGS WINDOW SPECIFICATION SHEET myer(s) Name Date of Agreement 4 c, C u F AJ 1 7 F /" l q ^ I The Buyer(s) listed a ve herebyjointly and severally agree to purchase the goods and /or services listed below, in accordance with the prices and terms described on the Sp ification Sheet and the front and the reverse of the accompanying CUSTOM WINDOW AND DOOR REMODELING AGREEMENT, of which this Specification Sheet is a part. WINDOW DETAILS 1. Contractor will Instal] a total of windows in Owner's home, using the following individual quantities: Double Hung (DB) ❑ Equal sash ❑ Cottage sash (1 /3 top, 2/3 bottom) ❑ Oriel sash (2/3 top. 1/3 bottom) Casement (CW) ❑ Hinge right ❑ Hinge left (as viewed from exterior): ❑ Standard handle ❑ Metro handle Double Casement (CDW) ❑ Standard handle ❑ Metro handle q Casement / Picture / Casement (CFW) ❑ 1:1:1 or ❑ 1:2:1 ❑ Standard handle ❑ Metro handle A 2 Lite Gliding Window (GW) eg_ Glider / Picture / Glider (GPW) ❑ 1:1:1 or ❑ 1:2:1 Awning Window (AM _ Picture Window (PW) Bay or Bow Window - �,�Patio Doors (see separate Door Specification Sheet) E _ 2. res ❑ No Qty of Windows to be Custom Fit Replacement: C S. ❑ Yes t❑ Qty of Sills to be replaced by Contractor: 4. ❑ Yes [iL-No Qty of Windows to�be Construction Full frame (includes new interior & exterior casings) Exterior casings: Pine E mmntenance -free material E] Factory applied 908 Fibrex brickmold 5. Glazing to be: P Low -E® SmartSun— (Tax CmditII{gibfe) ❑ Other If other, please specify: 6, Exterior color to be: ❑ White ❑ Sand L5 ❑ Tertatone ❑ Cocoa Bean Z Interior color to be: ❑ White ❑ Sand auras ❑ Telratone ❑ Pine ❑ Maple ❑ Oak Note: Interior color can only be white, wood or same color as exterior. Wood interiors need to finished by Owner. S. Hardware: ❑ White ❑ Stone anvas ❑ Brass ❑ Estate Hardware: Style: 9. ❑ Yes Install Lifts with Double Hung Windows - 10. Screens: windows to have: ❑ Half or u screens Screens to be: [5-fiberglass ❑ Aluminum ❑ TruScerm GR ILLE DETAILS 11. Windows have grilles: ❑ Yes L No yes: ❑ Grille Between Glass (csG) ❑ Removable Interior Wood axTwi ❑ Full Divided Light man Qty: - Qty Qty Qtr Qty: Qty: - Qty: ox ow ox ox ewia�n�a corer ecw ore Draw grille patterns above 'Use additional sheet if needed ADDMONAL Owner approved (initials): ( ) 12. ❑ Yes �Co actor will remove metal frames of windows. Qty of Units: 13. ❑Yes o Contractor will install new paint -ready or stain -ready casings. Interior ca g qty of openings: Exterior casings qty of openings: ❑ Pine ❑ Maintenance -free material 14. ❑ Yes No Contractor will install new paint -ready or stain -ready inside or outside stops qty of openings: - Interior stops qty of openings: - Exterior sto s ty of openings: ❑ Pine ❑ Maintenance -free material 15. — O,w'' n Carrier is aware that Contractor does not do any painting 1 Owner Initials Ly IG. res a ❑ No Contractor will wrap exterior casings with aItI coil stock of color. Note: Wrapping may be required with storm window removal; removal of storm windows will leave screw holes in casing. 17. [5 ❑ No Contractor will insulate, caulk and seal windows with 3 -point system to prevent water and air infiltration. I8. E�" Tes No A limited warranty shall be issued to Owner upon completion of the jab and payment in full 19. es ❑ No Building Permit -- Contractor will secure any and all necessary permits. The fee for the permit(s) is not included in the Contract Price and a separate check is required at,the bme of sale for this fee. 20. Additional job details: d1 <14 Vt4 f, 1 3 V ff cwt E CJV NE !; 21. [v}� No Owner agrees to be present on the final day of installation for final inspection and to deliver final payment. No final payment shaII be demanded until the connnotis completed to the satfsfachian of all parties. It is agreed and understood by and between the parties that this Specification Sheet, along with the CUSTOM WINDOW AND DOOR REMODELING AGREEMENT, constitutes the entire understanding between the parties, and there are no verbal understandings changing or modifying any of the terms. This Specification Sheet stay not be changed or its terms modified or varied in any way unless such changes are in writing and signed by both the Buyer(s) and Contractor. Buyer(s) hereby acknowledge thatBuyer(s) has read this Specification Sheet. Renewal sen of Jlemer - Colorado Springs Buyer(s) Buyer(s) gnat— a t Namte of Product Manager S 0 a z z 3 'gC wp m �A J „z r 3 ` 3 a F In N i j ? 5 €y N I 9Y W 3 - 555 �s _ N s� a; N 4m N F s� u5 x g Ga N a9 N a -s r. � N y 9 W g 9 v CD CD Iti 0 m ❑ p a N N m � o w a `Go wa3 Q � b a p OT 6 o ❑❑ N m N O o 3 00 0 0 0 s a m � 0 I a Z T p Vi h a b .N ol -@d 4T� i' »a 8 Cb cps N M-+ Z 0 ° o Z k, t..ro Ej w Z z o mo N 3 nM1 v m n. v m n? — 'n y � O N o 9 4 " ayn�mnm � 4 "m �Q <�R a "momma N' ° v 1 p g oa o a ao 2 - `ml„ 4 X dNff F � W e Fv��9mo� fD � go oya�a Qm om d it 0 al& oK z ^ on F Z - J 2y�2d T ^ um ms'n JR WN m RE F o ,c° m � mmo — — gaR — — i 'gC wp m �A J „z r 3 ` 3 a F In N i j ? 5 €y N I 9Y W 3 - 555 �s _ N s� a; N 4m N F s� u5 x g Ga N a9 N a -s r. � N y 9 W g 9 v CD CD Iti 0 m ❑ p a N N m � o w a `Go wa3 Q � b a p OT 6 o ❑❑ N m N O o 3 00 0 0 0 s a m � 0 I a Z T p Vi h a b .N ol -@d 4T� i' »a 8 Cb cps N M-+ Z O' n O N N 0 l7 G O N 0 x O ET z O N p G�I�X a ro m N y N I�VNN< B 3 m c y rt 0 5 m O n n m j O m 0 0 ro mg.. o m m ro I o m L 1 o O O o O o << o A o O p) X p -f A A P 0 ro � m l d5 O v ' r' O 333 4 ra 0 p[�xpmi o z ro 0 O m mm� 0 000 -1 WED 0 mO.S 5 71 W m n.1 T m 4 N T c ED 0 D m ro = N N O % X O 0 000 0000❑ , W,3 ED zcnmp� N m N C A N rA N O y . 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N ° m T` m m A N p = " . — .: 11'< m ro O > N p p T J J � O r m n ^' 3 z ro..o ro m it ice_ 0 O (J n O N N 0 l7 G O N 0 x O ET z O N T 3 a N N N m u� (n N . 0 x ro m a N S a 0 m N J a ro 3 T m a N 0 x m S N •o 0 O_ IO n N 0 m N n � � ro N o �p m � Q� � N > $ m .. to ro n ro 0 ro CD p N 3 3 w R N g m a w m a ro m N y B 3 m c y rt 0 5 m O n n m j O 0 0 ro p M 1 -1 m n m m ro I o m L 1 ` c N ro � m l d5 O v ' r' N o 0 4 ra J z ry O 000!0 0 000 -1 WED 0 mO.S 5 71 W m n.1 T m 4 N T c ED 0 D m ro = N N � N 0 000 0000❑ , W,3 ED zcnmp� N m N C O= ro N p m IA = N o 0 0 O d a w J O�c N O J O= T• N " 3 p d N N 0 m N r mN rod A N O W N A .a N m ❑❑ ❑❑o❑ ❑ ❑ ❑_ 33 �n m F � n m ^ m m m � O G -i 1m p_zv OS33 m m m o o n. � m Z m Fxmm o o =+D p m(no m �o 2 Gyp p E m w o o m B < ¢ m m o w T 3 a N N N m u� (n N . 0 x ro m a N S a 0 m N J a ro 3 T m a N 0 x m S N •o 0 O_ IO n N 0 m N n � � ro N o �p m � Q� � N > $ m .. to ro n ro 0 ro CD p N 3 3 w R N g m a w m 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 36.56, .rte Permit Number A. &A f , ®f n Mn nne avniinhla fnr inanacfinn• Tima AM /PM 3� i CITY Or WHEAT RIDGE i �;1 7 Building Inspection Division (303) (303) 234 -5933 Inspection line 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE a` Inspection Type: lw.A ' Job Address: 3SSo AdGB� ST Permit Number: �a233G A PAQovf 0 ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes- When corrections have been made, call lf for / re-inspection at 303 - 234 -5933 Date: i r Inspecto DO NOT REMOVE THIS NOTICE , 3� i CITY Or WHEAT RIDGE i �;1 7 Building Inspection Division (303) (303) 234 -5933 Inspection line 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE a` Inspection Type: lw.A ' Job Address: 3SSo AdGB� ST Permit Number: �a233G A PAQovf 0 ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes- When corrections have been made, call lf for / re-inspection at 303 - 234 -5933 Date: i r Inspecto DO NOT REMOVE THIS NOTICE ❑ No one available for inspection: Time Z 2 AM} ♦ i ' CITY OF WHEAT RIDGE rf Building Inspection Division �r 03)234-5933 Ins action line (303) 235 -2855 Office • (3 237 -8929 Fax sq a INSPECTION NOTICE Inspection Type: �rv�L Qcm6 - �a�2�r� o.✓Ly Job Address: ,3S5o J�A2GfTT Permit Number: 102Fge L&2FJ LcrlYVT ❑ No one available for inspection: Time 3 AM Re- Inspection required: <jes _No r "When corrections have been made, calf for re inspection at 303 - 234 -5933 Date: Inspecto _, DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 3r5S'o 7 Permit Number: Jb2336 t ❑ No one available for inspection: Time J % 70 AM M Re- Inspection required: Yes "When corrections have been made, calf for re- inspection at 303- 234 -5933 Date: J 2L �/v Inspector: DO NOT REMOVE THIS NOTICE E CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office * (303) 237 -8929 Fax INSPECTION NOTICE x Inspection Type 1 susv �>a� Job Address ?"ea �'A 7 57 Permit Number r o one available for inspection: Time ' `-' AN Inspection requiredr.Y No en corrections have been made, call for re- inspection at ./4 i'? 10 Inspectors DO NOT REMOVE THIS NOTICE 4 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 Job Address ?Xrao lAa. - z" Permit Number d � ❑ No one available for inspection: Time ° AMOM) Re- Inspection required: Yes When corrections have been made, call for re- inspection at 303 - 234593 Date: Inspector: DO NOT REMOVE THIS .NOTICE ♦� �4 •r CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office ' (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type 12411 k5Xs�,'�W� WazlG Job Address fSc7 AXAI =�_7" s 7 Permit Number 1D,2 ,?94 ❑ No one available for inspection: Time AM4 -` Re- Inspection required: Yew No k . *When corrections have been made, calll f or re-inspection at 303 - 234 -593. Date: z4lV Inspecto ,der DO NOT REMOVE THIS NOTICE ❑ No one available for inspection: Time /,`r>s AM/ Re- Inspection required: Yes When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: ZP119 lf� inspecto ffi .� DO NOT REMOVE THIS NOTICE 1 City of Wheat Ridge 10 -0283 Full Spectrum Constructors ** PARCEL INFO ** ZONE CODE: UA Res. Garage /Carport PERMIT - 102336 PERMIT NO: 102336 ISSUED: 10/08/2010 JOB ADDRESS: 3550 PARFET ST EXPIRES: 10/08/2011 DESCRIPTION: 24 x 24 garage, basement finish, and structural repair * ** CONTACTS * ** owner 303/393 -3183 gc 719/647 -9979 Rally Guenther Mark McAninch 10 -0283 Full Spectrum Constructors ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0652 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 77,004.00 FEES Permit Fee 954.95 Plan Review Fee 620.72 Total Valuation Use Tax 1,386.07 .00 r� ** TOTAL ** 2,961.74 Conditions: SS: Approved. R -2. For ore- or two - family dwellings, the first twenty -five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. KC: Approved per plans and notes on plans. Work shall comply with 2006 IRC & 2005 NEC. Per IRC Sec. R313, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. Carbon Monoxide detectors are required to be installed within fifteen(15) feet outside the entrance to each sleeping room. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regydations of the City of Wheat Ridge or .covenants, easements or restrictions of record; that all measurements s wandtl l egat ions made are accurate; that I have read and agree to abide by all conditions printed on this appli an th t Ifyj�' some full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other ag�li able W17� t edge Ordinances, for work under this permit. Plans subject to field inspection. Sign €Ye oF7ant M:tcr /owner I ' date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall. expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any .manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty -four (24) hours in,advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review i Sub' c to field inspections. Signature of Chie ng Official date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. i11ily it iAi lt)1ts[f-Ie, i Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303- 235 -2855 * Fax' 303- 237 -8929 Inspection Line: 303 -234 -5933 Building Permit Application Property Adr9iess' 5 D PI�E1 Property owner (please print): a- pio y Gu6y)`tim- - — Phone: -39 - 5 - 'SW � Zt T Mailing Address: (if different than property address) Address: City, State, Zip: Coin cfior: Contractors City License #: Pho / - 2 [q- Q 4 8nbrCo0#00g0: Electrical: Plumbing: Mechanical: City — License-#- City License # City License # ContraG a' �Reviee Fee (due / a / t__time of submittal): .Squares BTU's Gallons Amps Sq Ft. $ `J" / I .4? OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, _. rules or regulations of the City . of Wheat Ridge or covenants, easements or restrictions of record;. that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with 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) (CONTRA or (AUTHORIZED REPRESEN ATIVE) ( ER) (CONTRACTOR)) /n ] /p � PRINT NAME: I'�1 u- f • `tfCA atTI SIGNATURE: DATE: I 2 T I , tiiomn,� R � � r ✓ � � t i ,�'' � , r h / � � �Yfsq �. y.- i ?�� f�,ri G RetYj ✓"S � ��� a � So `� o /lr�J ��S e� a I��� �'u Z r 9UILDINGD � Ey`NTS e �.'$' -+� � �� �F-�`,�i r"'r e f� s ✓/�' �,.�, l:PARTtsTEflTE¢p m ✓ ✓ I2eV�wo7 � r� t a s /yh -�/ 7 , cy, � 3 f a r a�Y .� ✓,i rr. c X/ �/� ,ar'rr b �� � � s r/ y+� ✓" r e a h r . / „ � ! . � r � : �, �' '"' � u e. ✓ �"�' J'.ir/ a� y f `� yr',s .,. > .-t i e rr � � 1. � r , _ � � >'7jF`�f � x w � >/ x ✓ �,� ,� `� vs � � PU131.iC WORKSC01+�Nt�N3 � y , si '� ✓ /'l��i � �.�'W�c �'"�`5 �!'�� � ���iS., -,�i `� � ': ��� ,r {�eVlelyGP � r � > 1 �i � s ✓ i ✓ n � t ation _ t l S ' '� �,pprpvgd tvf oom enis f3 di sapproved t�`!io ray�eiv,�eg Bid Valu 5 `AC Full Spectrum Constructors, LLC i i City & County of Denver Building Department License # 233650 Client: Randy & Stephanie Guenther Business: (303) 718 -1403 350 Parfet St Cellular. (303) 570 -4574 WheatridgeCO, CO 80033 Estimator: Mark J. McAninch Cellular: (719) 214-0991 1528 W. Carrizo Springs Ave. Pueblo West, CO 81007 8/25/2010 1:39 PM Estimate: GUENTHER- GARAGE -BRK TO: Randy & Stephanie Guenther FROM: Mark J. McAninch RE: Detatched garage -Full Brick DATE: 8/29/10 We are pleased to provide the proposal for the garage to be constructed at your home This proposal is based upon instructions received by Mark J. McAninch from the owners. All items are to be considered "ALLOWANCE" until such point as permit able plans are made available for bidding purposes. Upon signature and acceptance of this proposal and receipt of a down payment towards architectural/engineering, we will contract with the appropriate engineers to produce a full set of permit able plans. Upon review of said plans, pricing for this project will be reviewed, and submitted to owner for secondary cost approval. At such time of approval from owner, a contract will be prepared. Upon receipt of signed contract and down payment, work will be scheduled. Line items and prices may change due to requirements by engineering, building department or unforeseen conditions Acce cc ZR2e_pn----:Dare �� b Authorized Full SJ=trum n ct rs,LLC t � lz/% Mark J. McAninch Date IQ Full Spectrum Constructors, LLC City & County of Denver Building Department License # 233650 DESCRIPTION QNTY REMOVE REPLACE TOTAL 1. "ALLOWANCE" Permits & fees 1.00 EA 0.00 500.00 500.00 2. "ALLOWANCE" Engineering fees 1.00 EA 0.00 800.00. 800.00 3. Concrete slab - turned down edge 14.00 CY 0.00 295.30 4,134.20 4. Concrete slab on grade - 4" - finished in 480.00 SF 0.00 3.25 1,560.00 place Minor grading corrections included. Any major grade changes will be assesed upon staking of build site. 5. Stud wall - 2" x 4" - 16" oc 576.00 SF 0.00 2.39 1,376.64 6. Stud wall - 2" x6" - 16" oc 80.00 SF 0.00 3.01 240.80 7. Beam - microlam -13/4" x 14" 48.75 LF 0.00 8.20 399.75 Required items according to Paul Bryant (Engineer), due to bearing wall facing front with double overheard door opening placed in it. 8. Header -double 2" x 6" 6.00 LF 0.00 4.18 25.08 9. Sheathing - plywood - 1/2" CDX 656.00 SF 0.00 1.30 852.80 10. Exterior door - metal - insulated - flush 1.00 EA 0.00 189.43 189.43 or panel style _ 11. Vinyl window - double hung, 9 -12 sf 1.00 EA 0.00 207.86 207.86 12. Brick veneer 656.00 SF 0.00 10.34 6,783.04 13. Truss - 4/12 slope 532.00 LF 0.00 5.94 3,160.08 14. Sheathing - plywood - 1/2" CDX 784.00 SF 0.00 1.30 1,019.20 15. Roofing felt - 301b. 7.84 SQ 0.00 29.94 234.73 16. Soffit & fascia - wood - T overhang 96.00 LF 0.00 9.37 89952 17. Gutter / downspout - aluminum - up to 92.00 LF 0.00 4.25 391.00 5 " 18. Seal / paint wood trim & fascia 1.00 EA - 0.00 300.84 300.84 Includes painting of walk door and trim around doors and windows. Area Items Total: GUENTHER- GARAGE -BRK 23,074.97 �& . lof M GUENTHER - GARAGE -BRK 8/29/2010 Page: 2 Full Spectrum Constructors, LLC City & County of Denver Building Department License # 233650 Summary Line Item Total 23,074.97 Grand Total GUENTHER- GARAGE -BRK 23,074.97 8/29/2010 Page: 3 SERVICE CONTRACT AGREEMENT Sfrkh?vrt V4 THIS AGREEMENT, made this.leday of_ trly, 2010, by and between Full Spectrum Constructors, LLC hereafter called General Contractor and Randy & Stephanie Guenther hereafter called CLIENT Witnesseth that CLIENT and General Contractor agree as follows: Article L Scope of Work General Contractor shall provide specified labor and materials for the detached garage project to be completed at the property for Client located at 3550 Parfet St, Wheatridge, CO 80033. General Contractor shall perform all specified work according to the Project Scope submitted by General Contractor to CLIENT prior to commencement of work. This scope is referred to as "GUENTHER- GARAGE -B RK" General Contractor will not accept liability for architectural plans or permits or any work performed at the project unless it is performed exclusively by an employee, subcontractor or associate of General Contractor. Article II. Time of Completion The work to be performed under this Contract shall be commenced on or before September 10 2010. Our intent is to have this project completed as soon as possible based upon the issuance of the permit, barring any unforeseen or incidentals, inclement weather, acts of God, strikes, labor or material issues and /or change orders. The following constitutes substantial completion of work pursuant to this proposal and contract: Scope of Work complete and inspection by City of Wheatridge building department passed. Article Ill. Compensation /Progress Payrarerrts This project has a total cost of $ 24,219.18. A down payment is due upon the signing of this contract of $ 2,000.00 to cover proposed cost of engineering, architectural, and permitting process. A payment of $ 5,574.79 is due upon receipt of permit, for commencement of project. A second of $ 5,574.79 is due upon completion of foundation. A third payment of $ 5,574.79 is due upon completion of framing portion of scope. Final payment of $ 5,554.81 is due upon completion of scope of work and inspection passed. Article I K General Provisions Any alterations or deviation from the above specifications, including but not limited to any such alteration or deviation involving additional material and /or labor costs and permitting costs and /or engineering costs will be executed only upon a written order for same, signed by CLIENT and General Contractor, and if there is any charge for such alteration or deviation, the additional charge will be added to the Contract Price of this Contract. If payment is not made when due, Contractor may suspend work on the job until such time all payments due have been made. Failure to make a payment for a period of two (2) days from the time the due date of the payment shall be deemed a material breech of this Contract. In addition, the following general provisions apply: 1. All work shall be completed in a workmanship -like manner and in compliance with all building codes and other applicable laws. To the extent required by law, individuals duly licensed and authorized by law to perform said work shall perform all work. 2. General Contractor may at its discretion engage other subcontractors to perform work hereunder, provided they shall fully pay said subcontractor and in all instances remain responsible for the proper completions of this Contract. 3. General Contractor shall furnish CLIENT appropriate releases or waivers of liens for all work performed or materials provided at the time the next periodic payment shall be due. 4. All change orders shall be in writing and signed by both General Contractor and General Contractor, and shall be incorporated into and become part of this Contract. 5. In the event CLIENT fails to pay any periodic or installment payment due hereunder, General Contractor may cease work without breech pending payment or resolution of any dispute. 6. All disputes hereunder shall be resolved by binding arbitration in accordance with rules of the American Arbitration Association. 7. General Contractor shall not be liable for any delay due to circumstances beyond its control including strikes, casualty or unavailability of materials or subcontractors. 8. General Contractor warrants materials and workmanship for a period of Twelve the ollowing completion of job. � INT. IN T INT. Article V Indemnification To the fullest extent permitted by law, General Contractor shall indemnify, defend and hold harmless. CLIENT and his/her /their agents from and against claims, damages, losses and expense; including but not limited to attorney fees, arising out of or resulting from performance of the work or providing of materials to the extent caused in whole or in part by negligent or wrongful acts or omissions of, or breech of this Agreement by Contractor, a subcontractor, anyone directly or indirectly employed by them or anyone whose acts are legally responsible for CLIENT in the course of the project. General Contractor further agrees to diligently uphold their responsibility to General Contractor due to the liability assumed by General contractor under its license with the Building Department. To the fullest extent permitted by law, CLIENT shall indemnify, defend and hold harmless General Contractor and his/her /their agents from and against claims, damages, losses and expense; including but not limited to attorney fees, arising out of or resulting from performance of the work or providing of materials to the extent caused in whole or in part by negligent or wrongful acts or omissions of, or breech of this Agreement by Contractor, a subcontractor, anyone directly or indirectly employed by them or anyone whose acts are legally responsible for General Contractor in the course of the project. CLIENT further agrees to diligently uphold their responsibility to General Contractor due to the liability assumed by General contractor under its license with the Building Department. Article VI. Insurance General Contractor represents that it has purchased General liability insurance and agrees that it will keep said insurance in force for the duration of the performance of the work or for such longer term as may be required by this Agreement, in a company or companies lawfully authorized to do business in the State of Colorado. Such insurance will protect General Contractor and the CLIENT of this site, if said site is not owned by CLIENT from claims for loss or injury which might arise as a result of the General Contractor's operations under this project, whether such operations be by the Contractor or by a subcontractor or its subcontractors. General Contractor represents and agrees that said insurance is written for and shall be maintained in an amount not less than the limits of liability required by law. The General Contractor certifies that coverage written on a "claims made" form will be maintained without interruption from the commencement of work until the expiration of all applicable statutes of limitations. Article VIL Additional Provisions: General Contractor shall provide copies of the scope of work of the project, any related drawings and plans, and information pertaining to employees, subs and related contacts for the project. General Contractor agrees to keep CLIENT informed of changes to scope of work, engineering changes, architectural changes etc. General Contractor agrees to be in contact with CLIENT on a daily basis to update status and progress on job. Any unforeseen conditions that exist that cause either time delays, or additional expenses will be the responsibility of the Client. Agreed and accepted this N" day of S6 1'166 , 20 /G . CWent Full Sp Or m Constn to s, L C !a z / 1G Randy uer her D 7- D. to Marl J. McAFqAch, Manager Date Date Full Spectrum Constructors, LLC City of Wheat Ridge Building Department License # 100283 Client: Randy & Stephanie Guenther 350 Parfet St Wheatridge, CO 80033 Estimator: Mark J. McAninch 1528 W. Carrizo Springs Ave. Pueblo West, CO 81007 9/3/2010 6:19 AM Estimate: GUENTBER- STRUCTURAL Business: (303) 718 -1403 Cellular: (303) 5704574 Cellular. (719) 214 -0991 TO: Randy & Stephanie Guenther FROM: Mark J. McAninch RE: Structural repairs DATE: 9/3/10 REVISED We are pleased to provide the proposal for the structural repairs needed at your home This proposal is based upon instructions received by Mark J. McAninch from the owners. All items are to be considered "ALLOWANCE" until such point as the city of Wheatridge approves repair letter provided by Colorado Engineering. Upon signature and acceptance of this proposal, a signed contract, and receipt of a down payment towards permitting, we will begin the permitting process with the building department. At such time of approval from the building department, work will be scheduled. Line items and prices may change due to requirements by engineering, building department or unforeseen conditions . � IA F S from Ca ctory LC 7 / f0 `CO ark J. M Aninch Date FS Full Spectrum Con structors, LLC City of Wheat Ridge Building Department License # 100283 QNTY REMOVE REPLACE TOTAL BASEMENT # YKK# kKKkkkkKKKK## KKX## YXXKKkkk# YYkXkKK## KK### YXkKKk# KK## k # # #Y #YX #XXY # #KKkkKKkkKKkkkKKKK # # # #YX Includes hauling all refuse items out of basement to on site container. 1. * *ALLOWANCE ** Permit & fees 1.00 EA 0.00 300.00 300.00 2. Temporary shoring post 6.00 EA 0.00 4135 248.10 3. Temporary beams 2.00 EA 0.00 57.19 114.38 4, Remove Stud wall 23.00 LF 2.31 0.00 53.13 5. Remove Footing/Bond Beam 0.77 CY 251.46 0.00 193.62 6. Concrete floor sawing - 4" slab 40.00 LF 0.00 525 210.00 7. Remove Concrete slab on grade 20.00 SF 4.24 0.00 84.80 8. Excavate by hand 1.00 EA 0.00 147.52 14752 9. * *ALLOWANCE* *Plumber /Electrician - 6.00 HR 0.00 67.06 402.36 General Laborer - For remove / re-set of pipes, wiring, and boxes. 10. Footing pads - 24" x 24" x 8" 20.00 SF 0.00 22.00 440.00 11. 3" Telepost or pipe column 5.00 EA 0.00 138.20 691.00 12. Jack and re-level bowed floor framing to 1.00 EA 0.00 250.00 250.00 attempt to remove deflection from floors and walls. 13. Beam - microlam -13/4" x 7 1/4" 46.00 LF 0.00 5.06 232.76 14. Stud wall -Floating 23 A0 LF 0.00 14.24 327.52 15. Dumpster load - For use during garage 1.00 EA 47957 0.00 47957 and basement projects. MAIN FLOOR X# Y##### XKK##### KKKKX# XKK### Yk# kk#### KKKKKK## k####### XKKKKKK # # # # # #Y # # #XkKKkKKXKKYKKKKKKKK #KKKKk #Y# Please note, no trim or paint included in this estimate. 16. General Demolition of inset bookshelf 4.00 HR 37.88 0.00 151.52 17. Framing - Includes new stud wall, 1.00 EA 0.00 290.73 290.73 header for door placement change, and small set of stairs in garage area. 18. Drywall repair - Minimum charge 1.00 EA 0.00 400.00 400.00 1/2" drywall - hung, taped, heavy texture, ready for paint. Includes repairs to wall surface where inset caused stress fractures. 19. * *ALLOWANCE* *Electrician - 3.00 HR 0.00 7059 211.77 General Laborer - For remove / re-set of pipes, wiring, and boxes. 20. R&R Exterior door - metal - insulated - 1.00 EA 1624 189.43 205.67 flush or panel style 21. R&R * *ALLOWANCE ** Baseboard 1.00 EA 39.47 278.82 31829 heater - 5' Area Items Total: GUENTHER- STRUCTURAL 5,752.74 GUENTHER- STRUCTURAL 9/3/2010 Page: 2 Full Spectrum Constructors, LLC City of Wheat Ridge Building Department License # 100283 Summary Line Item Total Grand Total /& 4 /' � /(Y" �' / MarkJ.McApiacl. Revised on 9/3/10 to add the following: Baseboard heat remove and replace with smaller unit. Install small set of stairs in garage for new access.. Remove and replace with new, entrance door to garage. GUENTHER- STRUCTURAL 5,752.74 5,752.74 9/3/2010 Page: 3 Client: Randy & Stephanie Guenther 350 Parfet St WheatridgeCO, CO 80033 Estimator: Mark J. McAninch 1528 W. Carrizo Springs Ave. Pueblo West, CO 81007 10/12/2010 8:39 AM Estimate: GUENTHER -COI Business: (303)718 -1403 Cellular: (303) 570 -4574 Cellular. (719) 214-0991 TO: Randy & Stephanie Guenther FROM: Mark J. McAninch RE: Change Order # 1 DATE: 10/12/10 We are pleased to provide the change order for additional work completed at your home. This is based upon instructions received by Mark J. McAninch from the owner. We respectfully request this amount to be paid in 25% increments when checks are paid out on the basement schedule. Please sign this as a accepted change to the scope. Please let us know if you have questions. We appreciate the opportunity to work with you! Full Spectrum Constructors Acceptance c der: Authorized Re F 11 pectn C s ciors t CSI It 0 Mark J. cAninch Date Full Spectrum Constructors, LLC Plan check fee not included in this calculation as homeowner has paid $ 399.46 directly to building department. 2. Architectural fees cost differance from 1.00 EA 0.00 225.00 225.00 Allowance Actual invoice from Colorado Engineering $ 825.00 Contractor's agreed payment 4100,00 Original allowance -$500.00 Balance $ 225.00 3. Vinyl window - Additional cost for 2.00 EA 0.00 325.00 650.00 Anderson windows 4. Bracing- steel fabricated - wall mounted 4.00 EA 0.00 199.75 799.00 5. Stud framing - for additional walls to 27.67 LF 0.00 1751 48450 enclose proposed excercise room 6. Additional drywall both sides of walls at 442.67 SF 0.00 1.76 779.10 excercise room. 7. Prime and paint finish twice additional 442.67 SF 0.00 058 256.75 drywall both sides of walls at excercise room. 8. French double door set - Interior - pre- 1.00 EA 0.00 360.89 360.89 hung unit 9. Stain & finish jamb 1.00 EA 0.00 54.87 54.87 10. Stain & finish door slab only 2.00 EA 0.00 98,09 196.18 1 coat of stain, 2 coats of lacquer with conditioner. 11. (Install) Baseboard 55.33 LF 0.00 2.38 131.69 12. Stain & finish baseboard - one coat 55.33 LF 0.00 1.67 92.40 13. Casing for doors 38.00 LF 0.00 2.66 101.08 14. (Install) Pet door 1.00 EA 0.00 50.00 50.00 15. Electrical (Bid Item) I.00 EA 0.00 5,712.92 5,712.92 16. Remove Concrete interior slab & the , 89.00 SF 3.71 0.00 330.19 With protection 17. Remove Footing/Bond Beam 0.77 CY - 251.46 0.00 - 193.62 18. Concrete floor sawing - 4" slab 40.00 LF 0.00 -5.25 - 210.00 19. Remove Concrete slab on grade 20.00 SF -4.24 0.00 -84.80 20. Excavate by hand 1.00 EA 0.00 -14752 -14752 21. Footing pads - 24" x 24" x 8" 20.00 SF 0.00 -22.00 440.00 OUENTHER -COI lk� 10/12/2010 Page: 2 ® Full Spectrum Constructors, LLC City.of Wheatridge Building Department License # 100283 DESCRIPTION Area Items Total: GUENTHER -001 GUENTHER -001 CONTINUED - GUENTHER -CO1 QNTY REMOVE REPLACE TOTAL 11,526.63 10/12/2010 Page: 3 Summary Line Item Total Grand Total GUENTHER -COI 11,526.63 11,660.61 10/12/2010 Page: 4 FuH Spectrum Constructors, LLC City of Wheat Ridge Building Department License # 100283 Client: Randy & Stephanie Guenther 350 Parfet St WheatridgeCO, CO 80033 Estimator: Mark J. McAninch 1528 W. Carrizo Springs Ave. Pueblo West, CO 81007 9/4/2010 8:39 AM Estimate: GUENTHER- BASEMENT TO: Randy & Stephanie Guenther FROM: Mark J. McAninch RE: Basement Finish DATE: 9/4/10 Business: (303) 718 -1403 Cellular: (303) 570 -4574 Cellular. (719) 214 -0991 We are pleased to provide the proposal for the basement finish at your home This proposal is based upon instructions received by Mark J. McAninch from the owners. All items are to be considered "ALLOWANCE" until such point as permit able plans are made available for bidding purposes. Upon signature and acceptance of this proposal and receipt of a down payment towards architectural /engineering, we will contract with the appropriate engineers to produce a full set of permit able plans. Upon review of said plans, pricing for this project will be reviewed, and submitted to owner for secondary cost approval. At such time of approval from owner, a contract will be prepared. Upon receipt of signed contract and down payment, work will be scheduled. Line items and prices may change due to requirements by engineering, building department or unforeseen conditions . Authorized Rep Date F I S cetrum n truc rs LLC 9 -� ark J. VcAfffnch Date FS FuH Spectrum Constructors, LLC City of Wheat Ridge Building Department License # 100283 DESCRIPTION QNTY REMOVE 1. * *ALLOWANCE ** Permit 1.00 EA 0.00 2. * *ALLOWANCE ** Architectural fees 1.00 EA 0.00 3. Concrete cutting of wall - Inncludes 2.00 EA 0.00 removal and hauling to dumpster 4. Window well -Metal 2.00 EA 0.00 5. Excavate 2.00 EA 0.00 6. Backfill by hand - Includes compaction 2.00 EA 0.00 7. Vinyl window, horizontal sliding for 2.00 EA 0.00 egress 8. Stud framing - for floating walls 230.00 LF 0.00 9. Frame in windows 7.00 EA 0.00 10. Batt insulation - 4" - R15 1,324.00 SF 0.00 IL 1/2" drywall - hung, taped, heavy 3,858.00 SF 0.00 textured, ready for paint 12. Prime and paint finish twice the surface 3,858.00 SF 0.00 area - three coats 13. Interior door unit 5.00 EA 0.00 14. Dutch door - custom carpentry 1.00 EA 0.00 15. Stain & finish jamb 5.00 EA 0.00 16. Stain & finish door slab only - includes 9.00 EA 0.00 bi -fold doors 17. Bifold door set - pine - stain grade - 2.00 EA 0.00 Double 18. Interior door - pine - stain grade jamb & 5.00 EA 0.00 casing 1 coat of stain, 2 coats of lacquer with conditioner. 19. (Install) Baseboard 26750 LF 0.00 20. Stain & finish baseboard - one coat 267.50 LF 0.00 21. Casing for doors 102.00 LF 0.00 22. * *ALLOWANCE ** Carpet -Standard 1,629.10 SF 0.00 grade Includes all floor prep, labor and materials for carpeted areas. Excludes laundry and bathroom. 10 % waste added for * *ALLOWANCE ** Carpet - Standard grade. 23. Paint concrete floor 176.10 SF 0.00 24. 1/2" Cement board for shower enclosure 70.00 SF 0.00 25. * *ALLOWANCE ** Ceramic tile - 83.00 SF 0.00 Shower enclosure and floor of bathroom 26. Vanity 2.00 LF 0.00 27. Vanity top - one sink - cultured marble 2.00 LF 0.00 GUENTHER- BASEMENT REPLACE 500.00 500.00 313.36 213.44 81.60 41.28 34351 TOTAL 500.00 500.00 626.72 426.88 163.20 8256 687.02 1751 4,027.30 22.70 158.90 0.92 1,218.08 1.76 6,790.08 0.58 2237.64 173.77 110.00 54.87 98.09 868.85 110.00 274.35 882.81 185.37 370.74 210.34 1,051.70 2.38 1.67 2.66 2.32 636.65 446.73 271.32 3,77951 0.95 3.16 14.11 167.20 221.20 1,171.13 124.85 249.70 73.36 146.72 9/6/2010 Page: 2 FS F uH Spectrum Constructors, LLC City of Wheat Ridge Building Department License # 100283 CONTINUED - GUENTHER- BASEMENT DESCRIPTION QNTY REMOVE REPLACE TOTAL 28. Sink faucet - Bathroom 1.00 EA 0.00 122.82 122.82 29. Rough in plumbing - per fixture - 3.00 EA 0.00 94.08 282.24 Shower, sink and stool 30. Shower faucet 1.00 EA 0.00 171.06 171.06 31. Toilet -Standard grade 1.00 EA 0.00 258.13 258.13 32. Shower door 1.00 EA 0.00 205.77 205.77 33. Light bar - 3 lights 1.00 EA 0.00 66.33 66.33 Revised on 9/3/10 to add the following: Baseboard heat remove and replace from concrete encasement in floors to allow access to pipes in case of leaks in the future. Sound deadening insulation in ceiling throughout basement and in separation wall from bedroom to laundry room. Also include drywall on said wall. Foil backed insulation in areas of radiant heat pipes for upper floors. Add of zone valves to current boiler heating system to accommodate for additional rooms in basement. Includes thermostatic controls. Please note: HVAC contractor will evaluate current system for code compliance with added finished space. This estimate does not provide for increasing size of said system. Additional square footage of file on bathroom floor area, not measured prior to "rough draft" estimate. One additional door for storage area under stairs. Wood handrail allowance at stairs. Reduction of cost to egress windows portion of estimate due to ease of installation compared to perception during contractors seeping of the "rough draft" estimate. Reduction of cost in framing due to closet being smaller than contractors perception during seeping of the "rough draft" estimate. Reduction of cost in Rough in plumbing due to contractor finding most plumbing to be in place. 34. Detach & Reset * *ALLOWANCE ** 1.00 EA 0.00 0.00 2 ,81550 Baseboard heaters throughout basement 35. Acoustical /Sound reducing insulation 1,705.00 SF 0.00 1.29 2,199.45 36. Reflective foil insulation 100.00 SF 0.00 0.74 74.00 37. * *ALLOWANCE ** Heating system - 3.00 EA 0.00 207.80 623.40 zones and thermostats 38. Ceramic file - 25.58 SF 0.00 14.11 360.93 GUENTHER- BASEMENT 9/6/2010 Page: 3 Full Spectrum Constructors, LLC City of Wheat Ridge Building Department License # 100283 CONTINUED. GUENTHER- BASEMENT DESCRIPTION QNTY REMOVE REPLACE TOTAL 39. * *ALLOWANCE ** Handrail - detailed 11.00 LF 0.00 63.92 703.12 profile - post to post - hardwood 40. R&R Shower Base (cultured marble) 30 1.00 EA 37.88 862.83 900.71 x 57 - Includes wall changes Area Items Total: GUENTHER- BASEMENT 36,850.45 GUENTHER- BASEMENT 9/6/2010 Page: 4 F uR Spectrum Constructors, LLC GUENTHER- BASEMENT 9/6/2010 Page: 5 CASTLE ROCK 950S.bt.=t 25 Castle Rack, CO 80104 - Colorado Engineering_ Phove: (303) 688 -9475 Fax: (303) 8142454 SGeoiechnkaiGroup, Inc u 4� .f'CSUTITU EN 19375 B.. L've Road PO Box 1298 Mon=wt, C080132 Phove: (719) 488 -2145 Fa : M9) 488 -2895 WOODLAND PARK 321 Wa H=ima PO Box 5816 Woodland Park, CO 80866 Phove: (719) 68M077 Fax: (719) 68M151 SER PING COLORADO SINCE 1995 July 7, 2010 A P P R 0 ViEtNumber: 0 1 -0083 Subject to Field Inspections PAUL R B RYANT, P.E. Randy Guenther Wheat Ridge Building Dept. 3550 Parfet Street Wheat Ridge, CO 80033 Date.t ©P? Re: Home Observation at: 3550 Parfet Stree aT Dear Randy, I met with you on June 25, 2010, at the above address to assess specific items of concern. You wished me to review and assess what could be done to regain some levelness to the floor and to lessen the effects of the damage caused by the underpinning job about five years ago. Here's what I've come up with. The home was partially underpinned about five years ago, in two stages. It appears that the second part was in an attempt to fix some installation problems with the first part. However, in the end, it seems that the south end of the home was over jacked, causing some distress within the home. Additionally, the centerline bearing wall has also lifted a bit, fiirther compounding the signs of distress, such as tweaked door frames, drywall cracks, and tiles popping. We believe that it will be relatively fruitless to attempt to install further underpinning, as it appears that the perimeter of the home has stabilized. But, due to the amount of out -of- level within the floor plane of the main level, changing the way the center supports of the home are installed should help flatten out the floor and allow for future adjustment, should it become necessary. The center of the house has a main bearing wall, which splits into two walls at what • SOILTESTwG &ANALYSIS appears to be a future bathroom. The walls rest of a raised concrete ledge, which, most • PERCO"MONREPORTS likely, is an extension of a spread footer below. If you shore up the floor joists on both sides of the wall, and remove it, you will be able to install a post - and -beam system that will • FOUNDATIONDESIGN concentrate the floor load to resist upward movement, and allow for adjustment of the • SEF cDESIGN supported floor's elevation. • STRUCTURAL DESIGN Use a double 1 x 7 Microlambeam, with 3" diameter adjustable steel posts at not • STRUCTU CODEPLANCRECK more then seven feet on center. At the north end, you will have to install a post right next to the existing steel post supporting a steel floor beam. At the bathroom walls, where RFSNEN ALDFSI °" plumbing lines will interfere with the placement of the new beam, stop the beam at either • HO.W INSPECSIONS side of the pipes, and post down from there. Once the posts and beams are in place, a laser or water level can be used to flatten out the floor and make it more planar. • PROFESSIONAL CONSULTATION • E ERTTESTIMONV You will not be able to make the floor totally flat, as the south end of the house is more than 2" higher than the north end, but you should be able to make the floor flat enough to • cEO- HAZARD SmR s be comfortable, and provide a condition where the doors will shut right and tiles won't pop. www.cegg.net Finally, at the common wall with the garage, there is a book case that insets into the garage. You want to move the garage access door over next to the fireplace, and eliminate the bookcase. This will be fine, as long as the framer frames in the old openings with full- height studs. The new door header should be (2) 2x6's with a trim and king stud each side. You must be aware that this house will always be subject to minor movement. The repair advocated won't solve that. The soil under this home and the type of foundation used in the 50's The observations described in this document are valid for the date of the observation and have been made under the conditions noted in the report. We prepared the report for the exclusive use of the Property Owner (Client). Colorado Engineering and Geotechnical Group, Inc. does not intend any other individual or party, other than local building departments and /or other regulatory agencies, to rely upon this report without our express written consent. If another individual or party relies on this report, they shall indemnify and hold Colorado Engineering and Geotechnical Group, Inc. harmless for any damages, losses, or expenses that may incur as a result of its use, except as allowed by law. Not included in this site visit was a review of the architectural, mechanical, electrical, plumbing, cosmetic, landscaping or structural conditions, other than those items specifically discussed, nor a comprehensive review of compliance with applicable building codes. We were unable to procure the original soil report and foundation design and are thus unable to comment on potential repair techniques or costs. This report does not express or imply any warranty of the future performance of the structure or drainage condition. This report should not be considered a warranty of condition, and no warranty is implied. The opinions and recommendations presented in this report are based solely on visual observations available for viewing at the time of the site visit and information, if any, provided by the Client and/or their representative(s). We are not responsible for conditions that were not within the scope of our services at the time of inspection. We did not undertake any digging or excavation, or perform any destructive or invasive testing. No subsurface testing, material testing, calculations, nor monitoring over time of the conditions presented in this report were performed by Colorado Engineering and Geotechnical Group, hie. Accordingly, we carrot comment on the condition of components that we could not see. These additional investigations can be performed upon request for an additional charge, which may or may not provide more information to better address the above - mentioned concerns. Call me if you have questions. APPROVED Subject to Field Inspections IwVhea Ridge Building Dept. ate.e� In0 ned .... ...........................Plan Checker WWW.cegg.net .09/27/2010 10:37 7194882895 COLORADO ENGINEERING PAGE 01/20 SUBMITTED FOR RANDY GUENTHER 3550 PARFET STREET JEFFERSON COUNTY, COLORADO SOIL INVESTIGATION REPORT rum 24, 2009 PROJECT # 091 -0083 SUBMITTED BY- PAUL XMYANT, P.E. COLORADO ENGINEERING & GEOTEMMCAL GKOUP, INC. 950 SOUTH INTERSTATE 25 CAsTLE RoCK., COLORADO 80104 303- 688 -9475 09/27/2010 10:37 7194882895 COLORADO ENGINEERING PAGE 02/20 AGREEMENT OF PURPOSE AND DISCLAIMER The patties specifically agree and contract that the purpose of this soil investigation is to test, analyze, and report on the condition of the soils encountered only as these tests pertain to the suitable design and construction of an appropriate foundation for the proposed building and /or residences to determine the load bearing capacities of the soil the parries spedfrcadly agree that Colorado ,Engineering and Geotechnicad Group, Znc. has not been retained nor wild they render an opinion concerning environmental issues, baZardous waste or an y other known or unknown condations that may bepresent on this .rite. INTRODUCTION: This report stuntnarizes the results of data obtained during a soils test of 3550 Parfet Street, Jefferson County, Colorado. Investigation occurred on June 12, 2009 and was performed in undisturbed soil in accordance with ASTM 1556 -99. The purpose of the investigation was to reveal the engineering properties of the soil relative to developing a plan to stabilize and repair the existing foundation. Other aspects relating to the proposed construction are presented. A component document to this plan will be an Open Hole Report that will be produced after the Open Hole Inspection, which is not billed with this report. The purpose of the Open Hole Report is to determine whether any significant variation from this report and the observed condition exists and whether the foundation design will requite modification. FINDINGS: The soil encountered in test hole one consisted of dark brown to brown, fine to moderate - grained sandy clay with stiff consistency to the four foot depth, tan, fine to coarse - grained sandy clay with very stiff consistency (Unified Soil Classification System symbol CL) from the four foot to the nine foot depth and gray, fine - grained claystone with hard consistency (Unified Soil Classification System symbol CH) from the nine foot to the twenty -four foot depth. Attached axe graphic summaries of the boring logs of the field conditions encountered and a summary of laboratory testing results. It should be noted that the soil desarptions shown on the boring logs ate based on the geologist's visual classification of the samples in the field at the depths indicated. Actual subsutface soil conditions may vary between samples and location tested. Groundwatet was not encountered in the test boring at the time of this investigation. The presence of shallow bedrock beneath surficial soils is favorable for the formation of "perched" groundwater. The depth and occurrence of groundwater can vary over time depending on hydrologic conditions such as precipitation, surface drainage, itrigation, and other conditions not apparent at the time of this report. RECOMMENDATIONS: The preferred foundation method for stabilizing the existing foundation will utilize helical piers. We recommend the installation of a test pier, prior to hill -scale construction, to verify proper pier depth and capacity can be achieved. The specific bearing capacity of the piers shall be designed by the Project #:097 -0003 Paget of www cgq &net 09/27/2010 10:37 7194882895 COLORADO ENGINEERING PAGE 03120 foundation engineer, but shall be set to a minim of 10,000 pounds of vertical capacity. A minim void or clear space of eight inches shall be provided under the existing footings and between the piers to allow for soil expansion. With the high risk of unacceptable amounts of slab movement that exists at this property, we strongly recommend against installation of any interior concrete slabs, in favor of an engineered structural floor system. Slab movement at this site could be on the order of three to six inches within and beyond the first five years of construction. Equivalent fluid pressures of the overlying nine feet of soil, assuming normal consolidation, may be taken as 55 pcf active and 210 pcf passive. These values are based on literature and were not established by site - specific laboratory analysis of shear strength. The potential for foundation movement is considered low if helical piers are utilized, however the homeowner should be aware that even under the best conditions some minor differential movement can be expected when repairing an existing foundation. The above recommendation is based on our belief that the existing home bears upon footings. If evidence to the contrary is discovered this office must be contacted to reevaluate our recommendations. SPECIAL CONSTRUCTION: Depth of foundation elements shall be determined by the foundation engineer, but should be at least as deep as the minimum depth required by the governing building authority. Concrete slabs shall be free floating and isolated from load- bearing elements. Partition walls, utility and HVAC connections shall be capable of a winimum of 1 -1/2 inches of movement of the foundation and slab. An attached detail sheet diagrams a typical floating wall design. The roil bearing strength above is rubject to change bared on observation made at the open -hole inspection. Owners shall be made aware of the contents of this report and the fact that mater at =Atla$on around foundation elements is the primary cause of foundatdon distress. FOUNDATION DESIGN: This report is not a foundation design. The foundation design engineer will determine the exact configuration of foundation elements, to include footer (if any) width and thickness, wall thickness and height, pad and pier sizes and reinforcement schedules. However, the foundation should be designed for a ten -foot free span. This report does not address general hillside stability, landslide potential, or other natural hazards. Several areas of the Colorado Front Range have known geologic hazards associated with them. We recommend that readers of this report further educate themselves as to the existence of geologic hazards on ox around their specific property of interest Colorado Eagiaeeting can assist in the development of site - specific assessments of Geologic hazards. The Colorado Geological Survey ( htq://geosurvey.state.co.us._ or 303 - 866 -2611) is a good source for publications (maps, repotts, etc.) dealing with specific geologic issues and /or issues related to specific geographic areas. Protect #. 091 -0083 Page 3 of 9 www.ce,w.net 09/27/2010 10:37 7194882895 COLORADO ENGINEERING PAGE 04/20 FIELD INVESTIGATION PROCEDURE: Exploratory borings were advanced using a four-inch nominal diameter, truck- mounted continuous- flight auger. The approximate boring locations are indicated on the attached site diagram and were established in the field by pacing and measuring angles from identifiable site references. The property owner designated the location for exploration. At depths determined by the supervising geologist, samples were obtained by means of a two -inch diameter split -spoon sampler, advanced by a 140 -pound drop- hammer falling a distance of 30 inches, in general compliance with ASTM D -1586. The number of hammer blows required to advance the sampler provides an indication of the in -site relative density of the soil, and in combination with the laboratory analysis of the soil, provides data requited for derivation of the engineering properties sought by this exploration. EXISTING SITE CONDITIONS AND WEATHER: The general topography around the site of this investigation is relatively flat. Vegetation consists of a lawn and trees. Weather was warm and cloudy at the time of the investigation. The elevation measured at approximately 5,700 feet above sea level. SUBSURFACE DRAINAGE: Foundation drain requirements shall be determined at the open -hole observation; however, exterior drains around any below -grade useable space, including crawl spaces and walk -outs, should be anticipated. See the attached detail sheet. No deviations from the.provided drain detail will be approved, including interior drain, "J- Drain", "Foxm -.A.- Drain", or other configurations, without prior justification and written approval from the engineer of record. SURFACE DRAINAGE: The excavation shall be protected from surface runoff and excess precipitation during construction. After backfdling, the soil around the foundation shall be graded away from the structure at a minim slope of twelve inches over ten feet. Gutters and downspouts shall be installed to carry water across the area disturbed by construction. Areas that settle shall be backfilled to prevent ponding of water. No vegetation requiting irrigation shall be installed within five feet of the foundation. Water from uphill shall be diverted around the structure. The future owners are cautioned against the installation of a lawn sprinkler system within 5 feet of the foundation walls. If a sprinkler system is installed, the sprinkler heads should be placed so that water spray from the heads under full pressure does not fall within five feet of the foundation walls. Lawn irrigation. should be controlled to prevent excess wetting of subsurface soils. Lawn, flowers, shrubs, and other plantings within five feet of the foundation walls should be hand watered and this watering should be mini nix ed If a drip irrigation system is used, one should limit the amount of water to sustain the plantings. One is also advised that any irrigation line can leak and /or break, releasing excessive amounts of water near foundations and can cause damage to slabs and foundation walls. AroJea M 091 -0083 Page 4 of 9 w"nxCegg,Aet 09/27/2010 10:37 7194882895 COLORADO ENGINEERING PAGE 05/20 BACSFILL: Any soil disturbed adjacent to foundation components, such as the zone of backfill inside and /or outside foundation walls, shall be re- compacted to a minimum of 90% Standard Proctor Density. Soil supporting concrete slabs shall be compacted to 95% Standard Proctor Density. Utility trenches should be compacted to 90% Standard Proctor Density, unless concrete, asphalt or foundation components are installed over them, in which case, the minim compacted density should be 95% Standard Proctor. Mechanical compaction methods shall be utilized; water - flooding techniques are prohibited. See Compaction Section for more information regarding compaction requirements and techniques. CONCRETE: All concrete shall be Type IS, Sulfate Resistive, with 28 -dap strength requirements determined by the foundation design engineer. EXTERIOR AND INTERIOR CONCRETE SLABS: Accepted geoteclwical practice in the Colorado Front Range region utilizes a standardized scale to evaluate the risk of slab -on -grade movement relative to the swell potential of the native soils. The following information is given as reference only and does not Unply approval for the use of slabs on grade. Percent Swell at Risk Category 1000 psf Surcharge Low 0 to <2 Moderate 2 to <4 High 4 to <6 Very High Greater than 6 While the above chart provides a general indication of the risk of slab movement, it should be noted that other soil conditions may exist, and that the geotechnical engineer considers more than just the expansion of the soil when making slab and foundation recommendations. In the event that swell testing results are not included in this document, or inconclusive swell test results are shown, owners and /or builders should not assume that the underlying soil is completely stable. Any plasticity index greater than 15 indicates inherent instability of the soil, and the risk of slab movement should be considered moderate at best. Colorado Engineering and Geotechnical Group, Inc. does not accept any responsibility for future damage incurred by the heaving of any interior or exterior concrete flatwotk beating on native materials or imported materials. F -xcess moisture in the soil and improper compaction under slabs will increase the possibility of slab heave, settlement and cracking. The builder and future owners should be aware of and understand that there is a definite risk of future damage with any slab-on -grade construction. With the high risk of unacceptable amounts of slab movement that exists at this property, we strongly Project #, ow -0083 Page 5 of 9 w ceggnet 09/27/2010 10:37 7194882895 COLORADO ENGINEERING PAGE 06/20 recommend against installation of any interior concrete slabs, in favor of an engineered structural floor system. Slab movement at this site could be on the order of three to six inches within and beyond the first five years of construction. If the builder and future owners are willing to accept the definite risk of some damage due to concrete floor slab movement, the following recommended details will help prevent, but not guarantee, wetting of the soils underneath the slabs and minimize damage when wetting of the soil does occur. Interior concrete slabs shall be isolated from the foundation, utility lines and non - bearing part ition walls. Separate the slab froth all load bearing members and utility lines of at least one -half inch to allow for independent movement of the slab. provide a positive control or slip joint at the construction joint between the slab and foundation walls. Slabs shall have control joints at approximately ten feet on center each way to lessen the possibility of random cracking. These control joints may be installed as construction joints, saw cuts and /or scoring of the slabs. Cuts should be made at least 1 /4 the total thickness of the slab. A good quality concrete sealant should be installed in these . joints to prevent surface discharges of water from penetrating slab subgrades. A minim void or clear space of one and a half inches should be provided at the bottom of all non - bearing partitions and fturing strips placed over the concrete slabs (see Floating Wall Detail). One should also provide a one -half inch space at the bottom of 0 door -jambs to allow for limited movement of the floor slab. The owner is hereby notified that it is their responsibility to maintain these void spaces. In the event a hot water heating system is used, the pipe should not be placed beneath the concrete floor slab. In the event a forced air furnace is used, a two -inch collapsible connection should be provided between the furnace and the heat ducts. The soils that will support the concrete slabs should be kept moist during construction by occasionally sprinkling water and especially a day or two prior to pouring of the slab. This procedure will help maintain the moisture content of the underlying soil. In addition to the above tecomtuendations, another means with which to reduce the risk of movement and cracking to slab -on -grade construction would be to over - excavate the below slab soil two or more feet, replace with compacted structural fill material, pout the concrete slab six inches thick with a reinforcing mat of ##4/60 bats at 18 inches each way. RADON: There is not believed to be any unusual hazard from naturally occurring sources of radioactivity at the site. However, most counties in Colorado have average radon levels (measuted in homes) above the U.S. EPA recommended "action. level" of 4 picoCudes per liter of air (pCi /1). For instance, Teller County averages 31.94 pCi /l, Park County averages 8.28 pCi /1, EI Paso County averages 4.73 pCi /1, and Douglas County averages 7.53 pCi /1. Results of a 1987 -1988 EPA - supported radon study for Colorado indicate that the granitic rocks, in particular, generally have elevated levels of uranium. These rocks have the potential of producing higher than average radon gas levels in homes. Providing increased ventilation of basements and crawl spaces and sealing of joints can mitigate build -ups of radon gas. This mitigation is best implemented during the design and construction phases of Project M 091-0083 Page 6 of 9 WWW.ce$gnet 09/27/2010 10:37 7194882895 COLORADO ENGINEERING PAGE 07/20 residences. The Colorado Geological Survey { htep: / /geos1M=,state.cp.us / } and the U.S. EPA { .epa.w — w /iaq /radon are both good sources for additional information regarding radon. OVEN -HOLE OBSERVATION: It is necessary to assume the soil in the surrounding area will be similar to that which was observed in this initial investigation. However, variations across the test borings and site can and do occur. Tberafare, it is required that a gmaloed soil engineer inspect the completed foundation excavation prior to the placement of any foundation component to determine whether any si$ni cant variation from this report exists and whether the foundation design will require modification. Please contact this offue a minimum of 24 hours in advance to schedule a napretentatme to observe the completed excavation. The open -hok observation is not included as part of the soil report and it smbfect to an inspection fee. Failure to obtain this required inspection prior to placement of foundation elements renders this report and its recommendations null and void. COMPACTION: I£ compaction of the native or borrow soils is requited, it is highly recommended that you pick up an informative brochure provided at any Colorado Engineering and Geotechnical Group, Inc. office. In general, to compact clayey or silty materials: Placing Fill. • No brush, sod, frozen material, or other perishable or unsuitable material, or stones of four inches or greater in maximum dimension shall be placed in the fill. The distribution of the material on the fill shall be such as to avoid the formation of lenses, or layers, of material differing substantially in characteristics £tom the surrounding material. The materials shall be delivered to the backfill surface at a uniform rate, and in such quantity as to permit a satisfactory construction procedure. Unnecessary concentration of travel tending to cause ruts and other hollows more than six inches in depth, shall be regarded and compacted. After drooping of fill material on backfill surfaces, the material shall be spread by approved methods in approximately 6 inches compacted thickness. Moisture Control• The material in each layer shall be compacted by rolling and shall contain the optimum moisture required for maximum compaction, as nearly as practicable and as determined by the soils engineet. The moisture content shall be uniform throughout the layers. The contractor may be requited to add the necessary moisture to the backfill material in the borrow area, If in the opinion of the soils engineer, it is not possible to obtain moisture content by adding water on the fill surface. Compaction: When the moisture content and condition of each spread layer is satisfactory, it shall be compacted by a method approved by the soils engineer to 95% ASTM D698 (Standard Proctor Density) for slab areas, and 100% .A,STM D698 for footing and /or pad areas. A Standard Proctor test shall be performed for each typical fill material and frequent tests of the density of the fill must be taken. Normally, eight passes of a sheepsfoot roller loaded to 4,000 pounds per lineal foot on a six inch soil layer is sufficient to achieve 90% ASTM D698. In general, to compact cohesionless free- draining materials: Note; The aboveguidekves afro apply When compacting cohesionless free - draining materials such as sands and gravel, the materials shall be deposited in layers and compacted by treads of a crawler type tractor, surface of internal Projecr #r 091 -0083 Rage 7 of 9 www.CW.Bet 09/27/2010 10:37 7194882895 COLORADO ENGINEERING PAGE 08120 vibrators, smooth or pneumatic rollers, hand or power tampers, or by any other means approved by the soils engineer. The thickness of the horizontal layer after compaction shall not exceed 6 inches compacted thickness if compaction is performed by tractor treads, surface vibrators or similar equipment, or not more than penetrating length of the vibrator head if compaction is performed by internal vibrators. The material. may not be ponded or flooded to aid in the compaction only if free draining materials underlies new fill unless specifically recommended by the Engineer. When the moisture content and condition of each spread layer is satisfactory, it shall be compacted by a method approved by the soils engineer to 90% ASTM D1557 (Modified Ptoctox Density) for slab areas, and 95a/o ASTM D1557 for footing and /or pad areas. If compaction testing is to be performed by Colorado Engineering & Geotechnical Group, Inc. we will require a Proctor Curve, Standard or Modified (which ever is appropriate for the material tested), from an approved testing facility. Colorado Engineering & Geotecbnical Group, Inc., if requested, will perform this test(s) for you, provided a sample of the material(s), 5 -gallon bucket(s) full, be supplied to Colorado Engineering & Geotechnical Group, Inc. a minimum of 72 hours prior to testing. The samples) will be used to determine the maximum proctor density and optimum moisture content for that representative sample. Additional charges will be incurred fox each sample tested and for field compaction testing operations if required. SHORING: Due to the soil types and setbacks present at this site, shoring or stabilization of the excavation may be necessary. When the depth of the foundation is greater than the distance to the property line plus one foot, some local, building jurisdictions will require a letter from an engineer describing the proposed stabilization of the excavation banks. For instance, a nine -foot deep basement could require shoring if it is located within ten feet of the property line. In all areas of excavation and construction, OSHA and Local City and County safety requirements must be followed throughout the construction period. CONCLUSIONS: This report is valid only for the use of the client listed or property owner for the type of construction listed above. Use by any other is prohibited, as is the use for other types of construction without the express, written permission of this office. Property owners and builders are reminded that water accumulation around foundation elements is a primary cause of structural distress in homes. Foundation movement under any condition can be minimized by maintaining a stable moistare content of the soil supporting the foundation. Surface drainage is paramount to minimiz the potential for water to penetrate backftll to the level of the foundation. If water penetrates through to the soil supporting the foundation, movement is likely. Any movement that does occur should be less than 1 ". ,Project #t 091 -0083 Page 8 of 9 www.cggg Net 09/27/2010 10:37 7194882895 COLORADO ENGINEERING PAGE 09/20 LIMITATIONS: Ills report and its recommendations do not apply to any other site other than the one described herein and are predicated on the assumption that the actual soil conditions do not deviate in any significant way from those described in this report. In the event that any variations or undesirable conditions are detected during the construction phase or if the proposed construction varies from that planned as of this report date, the owner shall inmxediately notify Colorado Engineering and Geotechnical Group, Inc., so that supplemental tecommendations can be provided, if needed. Project Ar 091 -0083 page 9 of 9 Wmmeegg net 09/27/2010 10:37 7194882895 COLORADO ENGINEERING PAGE 10/20 .... 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Interstate 25 CASTLE ROCK G0 50104 (BOB) 668 -94"15 09/27/2010 10:37 7194882895 DA COLORADO ENGINEERING PAGE 11120 CH RING Guenther JOB #: 099 -0083 'arret Street CASTLE ROCK OFFICE 9-50 S Interstate 25 Castle Rock, CO 80104 (303) 688 -9475 `e v \I W , y� Y/ IL J SOIL DESCRIPTION n N . m w 0-4' SANDY CLAY GRAIN: FINE — MODERATE CONSISTENCY: STIFF MOISTURE: MODERATE —HIGH 2 CLAY: HIGH PLASTICITY: MODERATE -' COLOR: DARK BROWN BROWN 4 -9' SANDY CLAY 4 1 5 GRAIN: FINE — COARSE 11.0 CL CONSISTENCY: VERY STIFF 1 2 MOISTURE: LOW — MODERATE CLAY: MODERATE —HIGH 6 PLASTICITY: LOW — MODERATE COLOR: TAN 9 -24' CLAYSTONE GRAIN: FINE 8 CONSISTENCY: HARD MOISTURE: MODERATE —HIGH CLAY: HIGH 19.8 36 CH PLASTICITY: MODERATE —HIGH 12 COLOR: GRAY 10 12 14 19.9 6 CI- 12 16 18 20 COLORADO ENGINEERING PAGE 11120 CH RING Guenther JOB #: 099 -0083 'arret Street CASTLE ROCK OFFICE 9-50 S Interstate 25 Castle Rock, CO 80104 (303) 688 -9475 .. .... . . . : . . . . . .. . .. . . �. . . 09/27/2010 eo7 7194882895 c o rn ENGINEERING I (o zzz zzz � £ � � � k � � 0 � ■ §� E � � \ k \ £ f ... . : PAG !ea k \ � k 2 R / )�n § e LT -j d / . . o j \ o 'm E co) CIS \� _ . o � 3: \ _ / ... . : PAG !ea 09/27/2010 10:37 7194882895 COLORADO ENGINEERING PAGE 13/20 d O O d I p r O d � a O m °o Q. n 9 O 4- �l to 9a N 00 J .m O' OI 1tl � O u d y� J U c cd y i o� aim N s 8 m co z v m 9 G m � ar r� J j • O dams Jo uogepllosuoo fo ( °h);ua *Jad 09/27/2010 10:37 7194882895 COLORADO ENGINEERING PAGE 14/20 O O O O O � r I 0 0 o m 0 0 _o �o of v � R 4t o m O O F �I O N G r O „ U V N w � 0 m m m (/!Z �3 $ d IF m � v m 9 'QfC1 Q C) O)opf�Cfl Hams Jo uc .Repilasuoo 10 (gJ Iuewed 09/27/2010 10:37 7194882895 COLORADO ENGINEERING PAGE 15/20 O O 0 O O r O a • O �> O o rn � a • I r W I � 0 0 U) v 2 V 1 W A J W O 0 r �I O O d r c o .°• U I R � U `? 0 0 a E � �o inz Sim �E m �a m ar A s o • o u7 d M N CD r N M M�t M r pans io uo1wp!IosuvD 301ak11ueoJod 09/27/2010 10:37 7194882895 COLORADO ENGINEERING PAGE 16/20 Q O O Q O I � O O O o C � O+ y.l o N ro 7 ? O o -14 N o .� M{ N O o " O w a O c0 00 0 to y N W 0 Z m G G � 3 m a� Q cc U) Z m rq a d • N m Ta 0 t M N t CD r N C7 d U') gems Jo uogeploeuap 10 K) lu ealed 09/27/2010 10:37 7194882895 COLORADO ENGINEERING COLORADO ENGINEERING AND GEOTECHNICAL GROUP, INC. GRADATION TEST RESULTS HYDROMETER ANALYSIS I SIEVE ANALYSIS om MIMN ... .. ... ... .... ..... .001 .002 .005 .009 .019 .037 J 01, CLAY TO SILT CLASSIFICATION CL GRAVEL OA % SAND 463 % FINES 53.3 % BLOWS 15112' HM0 1 OFPTH 4 NOTES: 11 7L = Pl= PAGE 17/20 70 Bo 7 1— q . . .. . ------------ . . . . . . . 59 1.19 2 2,35 4.76 9 n 76.2 127 152 200 ,LE IN MILLIMETERS C OBBLES Job Number. 091-0083 omnown HYDROMETER ANALYSIS SIEVE: ANALYSIS M 24 HR 7 HR T IME READINGS I U. S. STANDARD SERIES I CLEAR SOVARE OPENINGS 45 MIN 15 MIN 60 19 4 IMIN 200 100 50 40 30 16 10 a 4 3/8" 3/4" 1-1/2" 3" 5" 6" S" 100 7=77..: ... .. ... ... .... ..... .001 .002 .005 .009 .019 .037 J 01, CLAY TO SILT CLASSIFICATION CL GRAVEL OA % SAND 463 % FINES 53.3 % BLOWS 15112' HM0 1 OFPTH 4 NOTES: 11 7L = Pl= PAGE 17/20 70 Bo 7 1— q . . .. . ------------ . . . . . . . 59 1.19 2 2,35 4.76 9 n 76.2 127 152 200 ,LE IN MILLIMETERS C OBBLES Job Number. 091-0083 CLASSIFICATION CH NOTES: 19.8 % Moisture Content GRAVEL 0.0 'A LLM58 SAND 0.0 % PI=33 FINES 100.0 % BLOWS 3611T HOLE# 1 DEPTH 9 Job Number, 091-0083 I HYDROMETER ANALYSIS SIEVE: ANALYSIS 24 HR 7 HR T IME READINGS I U. S. STANDARD SERIES I CLEAR SOVARE OPENINGS 45 MIN 15 MIN 60 19 4 IMIN 200 100 50 40 30 16 10 a 4 3/8" 3/4" 1-1/2" 3" 5" 6" S" 100 7=77..: .. ........ 777 . . .. = =ii= =.z. " ... ..... 0 g 0 ... .. ... .. .. ......... . .... . in ....... . .... ..... . . . .. ..... . . . .. . . . . 10 .. .. ....... . — . .. . .. I ....... ... .. . . . . .. ... . ............. ..... ... ... .. . .. ..... .. .......... ..... ...... .. . ........... .. . . .. ....... 20 . ..... .. ... .. ...... ..... .. . ..... ..... ... ............... X .. *� . ......... .. .. .. .. .... ... . . .. . ..... —Z i:i: . .... .......... . . . ... . . .. ... . ..... .. . . . .... ... .... 30 ..... .. .... .. 50 50 .......... . ...... .. . ......... M 40 60 30 . 70 q p 20 . . . . . . . ..... .... .. .... 50 o M. . ...... 10 . ..... ..... .... 7-7:z 7 .001 .002 .005 .009 .019 .037 .074 .149 .297 .42 .59 1.19 2 2.38 4.76 9.52 19.1 35.1 76.2 127 152 200 DIAMETER OF PARTICLE IN MILLIMETERS CLAY TO SAN ) L I COBBLES FINE EDIUM I p I�UAIK61,1 FIN L 7 CLASSIFICATION CH NOTES: 19.8 % Moisture Content GRAVEL 0.0 'A LLM58 SAND 0.0 % PI=33 FINES 100.0 % BLOWS 3611T HOLE# 1 DEPTH 9 Job Number, 091-0083 09/27/2010 10:37 7194882895 COLORADO ENGINEERING COLORADO ENGINEERING AND GEOTECHNICAL GROUP, INC. GRADATION TEST RESULTS PAGE 18/20 CLASSIFICATION CH NOTES: 19.9 % Moisture Content GRAVEL 010 % Ll-c59 SAND 0.0 0 /5 PI = 34 FINES 100,0 0 4 BLOWS 60112' HOLSP I DEPTH 14 Job Number. 091-0083 F HYDROMETE ANALYSIS 2 HR 1 24 HR 7 HR TIME READINGS CLEAR SQUARE OPENINGS U, S 4,5 MIN 15 MIN 60 19 4 IMIN 200 100 t 100 S" 6' a ... .... ... .. . . l. - .. .. .. .. . .... _7 ...... _. 0 70 Is 10 7: ... 50 z . . . . . . . . . . . . . . . . . . . . . . . . .. ... 60 .. .. .. .. ................ . ... ........ . ... ...... ...... ....... . ... . .. :— 1-1. 10 70 P . .. .... .. .. .... ..... — . . ..... 50 ............ . .... ...... . . . ..... 30 . ..... Go . ... ..... i�. ------ 7 .... —11. ...... . .. . .. ... .. .... .. . .. ... ... .......... j 7= 77= . ............ ... . ... . . ...... ... .. .. . .. . ... — 7 ...... .... 10 SO 50 .. .. .. . ... .. .... ................ ... .. .. ..... .. ... .. - 0 0. 4 60 .. .... ... ... ...... ..... .............. 20 40 < .. Fb. 70 .. ... . ... .. 7= ......... . ....... 10 ... .. . ......... a 0 50 .... 0 L m '* ' *' - � ' . . . .. L:.� .001 .002 .005 009 .037 �- .074 149 .29 DIAMETER OF ..... CLAY TO SILT �— FINE. ... ... ........ CLASSIFICATION CH NOTES: 19.9 % Moisture Content GRAVEL 010 % Ll-c59 SAND 0.0 0 /5 PI = 34 FINES 100,0 0 4 BLOWS 60112' HOLSP I DEPTH 14 Job Number. 091-0083 F SIEVE ANALYSIS 2 HR I ,RD SERIES 15 MIN CLEAR SQUARE OPENINGS 4 11, Ir, .... : : . 7 .... 10 a 4 3/8" 3/4" 1 -1 /2" :5" S" 6' a ... .... ... .. . . l. - .. .. .. .. . .... _7 ...... _. 0 70 Is 10 7: ... z 60 20 10 .. .... .. .. .... ..... — . .... . ....... 50 ............ . .... ...... . . . ..... 30 . ..... 40 . ... ..... .. ........ .... .... —11. ...... . ...... --------- .. . . . ... . . . j 7= 77= . ............ ... . ... . . ...... ... .. .. . .. . ... — 7 ...... .... 10 50 .. .. .. . ... .. .... ................ ... .. .. ..... .. ... .. - 0 0. ... ...... . 60 .. .... ... ... ...... ..... .............. .. .. 40 < .. 70 .. ... . ... .. 7= ......... . ....... ... .. . ......... a 0 50 . . ... .. ... ... .... . . . ,.............._._......... ..............:_...:....... --- . . .... ... ..... ... ... ........ ... ... 60 77 .. .. ... 100 �9 1.19 2 2b38 4.76 9 .52 19.1 38.1 76.2 127 152 200 :LE IN MILLIMETERS p GRAVEL L COBBLES FDIUM ICOARSE! t--Nt ) COARSE 7 0 CLASSIFICATION CH NOTES: 19.9 % Moisture Content GRAVEL 010 % Ll-c59 SAND 0.0 0 /5 PI = 34 FINES 100,0 0 4 BLOWS 60112' HOLSP I DEPTH 14 Job Number. 091-0083 F HYDROMETER ANALYSIS 2 HR 7 HR TIME READINGS 45 MIN 15 MIN 60 19 4 11, 100 .... : : . 7 .... 7 40 30 16 10 5 4 5/5' 3 /4' 1— /2 8 ....... .. 70 Is 7: ... z 60 10 .. .... .. .. .... ..... — 50 ............ .... ...... . . . ..... .. .. .... . ..... 40 . ... ..... ...... ... ......... . ...... . .... . ...... --------- 30 7= 77= 20 - — 7 ...... .... 10 .... ................ ... .. .. ..... .. ... .. - 0 0. CLAY TO SILT CLASSIFICATIDN ON NOTES" 22.3 % Moisture Content GRAVEL 0.0 % SAND 0.0 % FINES 100.0 % BLOWS 502" HOLU 1 DEPTH 24 Job Number. 091 -0083 I SIEVE ANALYSIS I U. 5, STANDARD SERIFS CLEAR SOUARE OPENINGS 1 200 iQQ 50 40 30 16 10 5 4 5/5' 3 /4' 1— /2 8 ....... .. Is 7: ... 10 ............ .... ...... . . . ..... .. .. .... . ..... . ... ..... ...... ... ......... . ...... . .... . ...... --------- .... ................ ... .. .. ..... .. ... .. - 0 ... ...... . .. .. 40 < .. .. ... . ... .. ......... . ....... ... .. . ......... 50 . . ... .. ... ... .... . . . ,.............._._......... ..............:_...:....... --- . . .... ... ..... ... ... ........ ... ... 60 77 .. .. ... ..... ... .. ....... . .... .... ...........a- ._....._...... 7 0 - - - - - - - - - - ----- - ---- - .. ... .. .. .. .... ..... .. .. .. ... .. . ........ ..... .... 80 : a.... .............. : _.......... 1 ... . ... ...... . 90 7: . .... . ... .. .. .... . .. ... - r - r � L 1;........ 4;x� 100 ,074 .149 .297 .42 .59 1.19 2 2.38 4.76 9.52 19.1 35.1 75.2 127 152 200 OlAlvltCTCR OF PARTICLE IN MILLIMETERS i5Au I - GRAVEL COBBLES FINE M I M AR S. FINE COARSE CLASSIFICATIDN ON NOTES" 22.3 % Moisture Content GRAVEL 0.0 % SAND 0.0 % FINES 100.0 % BLOWS 502" HOLU 1 DEPTH 24 Job Number. 091 -0083 09/27/2010 11:31 FAX 3032352857 PLANNING 3032352846 Pool R% REPORT axe INCOMPLETE RECEPTION T% /R% NO 8783 DESTINATION TEL # 7194882895 DESTINATION ID ST. TIME 09/27 11:18 TIME USE 13'07 PGS. 19 RESULT NG .09/27/2010 10:55 7194882895 COLORADO ENGINEERING PAGE 01/20 SUBWrT16A FOR: RANDY GUENTHER 3550 PARFET STREET JEFFERSON COUNTY, COLORADO SOIL INVESTIGATION REPORT JuNE 24, 2009 PxO,JEcx # 091.0083 SUBMITTED BY: PAUL IC$RxANT, P.E. COLORADO ENGINEERING & GEOTPCHNICAL COUP, INC. 950 SOUTH INTERSTATE 25 CASTLE Roca, COLORADO 80104 303 -688 -9475 09/2712010 10:55 7194882895 COLORADO ENGINEERING PAGE 02/20 AGREEMENT OF PURPOSE AND DISCLAIMER The parties specifically agree and contract that the purpose of this soil investigation is to test, analyze, and report on the condition of the soils encountered only as these tests pertain to the suitable design and construction of an appropriate foundation for the proposed building and /or residences to determine the load bearing capacities of the soil. The parties .epeddfacally agree that Colorado Engineering and Geotechnical Group, Inc. bas not been retained nor nridl they render an opinion concerning envdronmentad tissues, hazardous waste or any other known ar unknown conditions that may be present on this .ate. INTRODUCTION: This report s the xesults of data obtained during a soils test of 3550 Parfet Street, Jefferson County, Colorado. Investigation occurred on June 12, 2009 and was performed in undisturbed soil in accordance with ASTM 1556 -99. The purpose of the investigation was to reveal the engineering properties of the soil relative to developing a plan to stabilize and repair the existing foundation. Other aspects relating to the proposed construction are presented. A component document to this plan will be an Open /dole Report that will be produced after the Open Hole Inspection, which is not billed with this report. The purpose of the Open Mole Report is to determine whether any significant variation from this report and the observed condition exists and whether the foundation design will require modification. FINDINGS: The soil encountered in test hole one consisted of dark brown to brown, fine to moderate- grained sandy clay with stiff consistency to the four foot depth, tan, fine to coarse - grained sandy clay with very stiff consistency (Unified Soil Classification System symbol CL) from the four foot to the nine foot depth and gray, fine - grained claystone with hard consistency (Unified Soil Classification System symbol CH) from the nine foot to the twenty -four foot depth. Attached are graphic sutnuzaties of the boring logs of the field conditions encountered and a summary of laboratory testing results. It should be noted that the soil descriptions shown on the boxing logs ate based on the geologist's visual classification of the samples in the field at the depths indicated. Actual subsurface soil conditions may vary between samples and location tested. Groundwater was not encountered in the test boring at the time of this investigation. The presence of shallow bedrock beneath surficial soils is favorable for the formation of "perched" groundwater. The depth and occurrence of groundwater can vary over time depending on hydrologic conditions such as precipitation, surface drainage, irrigation, and other conditions not apparent at the time of this report. RECOMMENDATIONS: The preferred foundation method for stabilizing the existing foundation will utilize helical piers. We recommend the installation of a test pier, prior to full -scale construction, to verify proper pier depth and capacity can be achieved. The specific bearing capacity of the piers shall be designed by the Projeet 0. 091-0083 Page 2 o£9 www.eegs nmt 09/27/2010 10:55 7194882895 COLORADO ENGINEERING PAGE 03/20 foundation engineer, but shall be set to a minimum of 10,000 pounds of vertical capacity. A minim void or clear space of eight inches shall be provided under the existing footings and between the piers to allow for soil expansion. With the high risk of unacceptable amounts of slab movement that exists at this property, we strongly recommend against installation of any interior concrete slabs, in favor of an engineered structural floor system. Slab movement at this site could be on the order of three to six inches within and beyond the first five years of construction. Equivalent fluid pressures of the overlying nine feet of soil, assuming normal consolidation, may be taken as 55 pcf active and 210 pcf passive. These values are based on literature and were not established by site - specific laboratory analysis of shear strength. The potential for foundation movement is considered low if helical piers are utilized, however the homeowner should be aware that even under the best conditions some minor differential movement can be expected when repairing an existing foundation. The above recommendation is based on our belief that the existing home bears upon footings. If evidence to the contrary is discovered this office must be contacted to reevaluate our recommendations. SPECIAL CONSTRUCTION: Depth of foundation elements shall be determined by the foundation engineer, but should be at least as deep as the minimum depth requited by the governing building authority. Concrete slabs shall be £tee floating and isolated from load - bearing elements. Partition walls, utility and HVAC connections shall be capable of a minimum of 1 -1/2 inches of movement of the foundation and slab. An attached detail sheet diagrams a typical floating wall design. The sod bearing strength above at subject to change based on observations made at the open -hole inspeetdon. Owners shall be made aware of the contents of this report and the fact that water accumulation around foundation elements is the primary cause of foundation disftrss. FOUNDATION DESIGN: This tepott is not a foundation des4v. The foundation design engineer will determine the exact configuration of foundation elements, to include footer (if any) width and thickness, wall thickness and height, pad and pier sizes and reinforcement schedules. However, the foundation should be designed for a text -foot free span. This report does not address general hillside stability, landslide potential, or other natural hazards. Several areas of the Colorado Front Range have known geologic hazards associated with them. We recommend that readers of this report further educate themselves as to the existence of geologic hazards on or around their specific property of interest. Colorado Engineering can assist in the development of site - specific assessments of Geologic hazards. The Colorado Geological Survey { h= , /Jgeosurvey.state.co.usl_ or 303 - 866- 2611) is a good source for publications (maps, reports, etc) dealing with specific geologic issues and /or issues related to specific geographic areas. Project #: 091 -0083 Page 3 of 9 www.ceggnet 09/27/2010 10:55 7194882895 COLORADO ENGINEERING PAGE 04/20 FIELD INVESTIGATION PROCEDURE: Exploratory borings were advanced using a four-inch nominal diameter, truck- mounted continuous- flight auger. The approximate boring locations are indicated on the attached site diagram and were established in the field by pacing and measuring angles from identifiable site references. The property owner designated the location for exploration. At depths determined by the supervising geologist, samples were obtained by means of a two -inch diameter split -spoon sampler, advanced by a 140 -pound drop- hammer falling a distance of 30 inches, in general compliance with ASTM D -1586. The number of hammer blows requited to advance the sampler provides an indication of the in-situ relative density of the soil, and in combination with the laboratory analysis of the soil, provides data required for derivation of the engineering properties sought by this exploration. EXISTING SITE CONDITIONS AND WEATHER: The general topography around the site of this investigation is relatively flat. Vegetation consists of a lawn and trees. Weather was warm and cloudy at the time of the investigation. The elevation measured at approximately 5,700 feet above sea level. SUBSURFACE DRAINAGE: Foundation drain requirements shall be determined at the open -hole observation; however, exterior drains around any below -grade useable space, including crawl spaces and walk -outs, should be anticipated. See the attached detail sheet. No deviations from the.provided drain detail will be approved, including interior drain, "J- Dtain ", "Form -A- Drain", or other configurations, without prior justification and written approval from the engineer of record SURFACE DRAINAGE: The excavation shall be protected £torn surface runoff and excess precipitation during constructioA. After backfilling, the soil around the foundation shall be graded away from the structure at a minim slope of twelve inches over ten feet. Gutters and downspouts shall be installed to carry water across the area disturbed by construction. Areas that settle shall be bacdtfilled to prevent ponding of water. No vegetation requiting ittigation shall be installed within Eve feet of the foundation. Water from uphill shall be diverted around the structure. The future owners are cautioned against the installation of a lawn sprinkler system within 5 feet of the foundation walls. If a sprinkler system is installed, the spriaWer heads should be placed so that water spray from the heads under full pressure does not £all within five feet of the foundation. walls. Lawn irrigation: should be controlled to prevent excess wetting of subsutface soils. Lawn, flowers, shrubs, and other plantings within five feet of the foundation walls should be hand watered and this watering should be mini i+ ed. If a drip irrigation system is used, one should limit the amount of water to sustain the plantings. One is also advised that any irrigation line can Ieak and /or break, releasing excessive amounts of water near foundations and can cause damage to slabs and foundation walls. Arojea #r 091 -0083 Rage 4 of 9 www.ceggner 09/27/2010 10:55 7194882895 COLORADO ENGINEERING PAGE 05/20 B.A.CKFILL: Any soil disturbed adjacent to foundation components, such as the zone of backfill inside and /or outside foundation walls, shall be re- compacted to a minimum of 90 1 /6 Standard Proctor Density. Soil supporting concrete slabs shall be compacted to 95% Standard Proctor Density. Utility trenches should be compacted to 90% Standard Proctor Density, unless concrete, asphalt or foundation components are installed over them, in which case, the minimum compacted density should be 95% Standard Proctor. Mechanical compaction methods shall be utilized; water- flooding techniques are prohibited. See Compaction Section for more information regarding compaction requirements and techniques. CONCRETE: All concrete shall be Type II, Sulfate Resistive, with 28 -day strength requirements determined by the foundation design engineer. EXTERIOR AND INTERIOR CONCRETE SLABS: Accepted geotechaical practice in the Colorado Front Range region utilizes a standardized scale to evaluate the risk of slab -on -grade movement relative to the swell potential of the native soils. The following information is given as reference only and does not imply approval for the use of slabs on grade. Percent Swell at Risk Caregory 1000 psf Surcharge .Low 0 to <2 Moderate 2 to <4 High 4 to <6 Very High Greater than 6 While the above chart provides a general indication of the risk of slab movement, it should be noted that other soil conditions may exist, and that the geotechnical engineer considers more than just the expansion of the soil when making slab and foundation recommendations. In the event that swell testing results are not included in this document, or inconclusive swell test results are shown, owners and /or builders should not assume that the underlying soil is completely stable. Any plasticity index eater than 15 indicates inherent instability of the soil, and the risk of slab movement should be considered moderate at best. Colorado Engineering and Geotechnical Group, Inc. does not accept any responsibility for future damage incurred by the heaving of any interior or exterior concrete flatwork beating on native materials or imported materials. Excess moisture in the soil and improper compaction under slabs will increase the possibility of slab heave, settlement and cracking. The builder and future owners should be aware of and understand that there is a definite risk of future damage with any slab -on -grade construction. With the high risk of unacceptable amounts of slab movement that exists at this property, we strongly project lk 091 -0083 Page 5 of 9 www.eeggnet 09/27/2010 10:55 7194882895 COLORADO ENGINEERING PAGE 06/20 recommend against installation of any interior concrete slabs, in favor of an engineered structural floor systems. Slab movement at this site could be on the order of three to six inches within and beyond the first five years of construction. If the builder and future owners are willing to accept the definite risk of some damage due to concrete floor slab movement, the following recommended details will help prevent, but not guarantee, wetting of the soils underneath the slabs and minimize damage when wetting of the soil does occur. Interior concrete slabs shall be isolated from the foundation, utility lines and non - bearing partition walls. Separate the slab from all load bearing members and utility lines of at least one -half inch to allow for independent movement of the slab. Provide a positive control or slip joint at the construction joint between the slab and foundation walls. Slabs shall have control joints at approximately ten feet on center each way to lessen the possibility of random cracking. These control joints may be installed as construction joints, saw cuts and /or scoring of the slabs. Cuts should be made at least 1 /4 the total thickness of the slab. A good quality concrete sealant should be installed in tbese to prevent surface discharges of water from penetrating slab subgrades. A mini mum void or clear space of one and a half inches should be provided at the bottom of all non - bearing partitions and furring strips placed over the concrete slabs (see Floating Wall Detail). One should also provide a one -half inch space at the bottom of all door -jambs to allow for limited movement of the floor slab. The owner is hereby notified that it is their responsibility to maintain these void spaces. In the event a hot water heating system is used, the pipe should not be placed beneath the concrete floor slab. In the event a forced air furnace is used, a two -inch collapsible connection should be provided between the furnace and the heat ducts. The soils that will support the concrete slabs should be kept moist d uring construction by occasionally sprinkling water and especially a day or two prior to pouring of the slab. This procedure will help maintain the moisture content of the underlying soil. In addition to the above recommendations, another means with which to reduce the risk of movement and cracking to slab -on -grade construction would be to over - excavate the below slab soil two or more feet, replace with compacted structural fill material, pour the concrete slab six inches thick with a reinforcing mat of ##4/60 bars at 18 inches each way. RADON: There is not believed to be any unusual hazard from naturally occurring sources of radioactivity at the site. ,However, most counties in Colorado have average radon levels (measured in homes) above the U.S. EPA recommended "action level" of 4 picoCuries per liter of air (pCi /1). For instance, Teller County averages 31.94 pCi /1, Park County averages 8.28 pCi /1, El Paso County averages 4.73 pCi /1, and Douglas County averages 7.53 pCi /L Results of a 1987 -1988 EPA - supported radon study for Colorado indicate that the granitic rocks, in particular, generally have elevated levels of uranium. These rocks have the potential of producing higher than average radon gas levels in homes. Providing increased ventilation of basements and crawl spaces and sealing of joints can mitigate build -ups of radon gas. This mitigation is best implemented during the design and construction phases of Project M 091 -0083 Page 6 of 9 WWW.eeg$ner 09/27/2010 10:55 7194882895 COLORADO ENGINEERING PAGE 07/20 residences. The Colorado Geological Survey { hM: / /geosurve .c ate..co -us / } and the U.S. EPA { www.epa,gov /iaa /� radon are both good sources for additional information regarding radon. OPEN -HOLE OBSERVATION: It is necessary to assume the soil in the surrounding area will be sinvlar to that which was observed in this initial investigation. However, variations across the test borings and site can and do occur, therefore, it is required that a gualzfied soil engineer inspect the compkted foundation excavadon 6or to the placement of any foundation component to determine whether any significant variation from this report exists and whether the foundation design will require modifscation. Please contact this %Rwe a minimum of 24 hours in advance to scheduk a representative to observe the completed excavation. The open -hole observation is not included as part of the soil report and is subject to an inspection fee. Failure to obtain this required inspection prior to placement of foundation elements tenders this report and its recommendations null and void. COMPACTION: If compaction of the native or borrow soils is required, it is highly recommended that you pick up an informative brochure provided at any Colorado Engineering and Geotecbnkal Group, Inc. office. In general, to compact clayey or silty materials: Placing l~ilk No brush, sod, £town material, or other perishable or unsuitable material, or stones of four inches or greater in maximum dimension shall be placed in the fill. The distribution of the material on the fill shall be such as to avoid the formation of lenses, or layers, of material differing substantially in characteristics £torn the surrounding material. The materials shall be delivered to the backfill surface at a uniform rate, and in such quantity as to permit a satisfactory construction procedure. Unnecessary concentration of travel tending to cause tuts and other hollows more than six inches in depth, shall be regarded and compacted. After dumping of fill material on backfill surfaces, the material shall be spread by approved methods in approximately 6 inches compacted thickness. Moisture Control: The material in each layer shall be compacted by rolling and shall contain the optimum moisture xequired for maximum compaction, as nearly as practicable and as determined by the soils engineer. The moisture content shall be uniform throughout the layers. The contractor may be requited to add the necessary moisture to the ba ckfill material in the borrow area, If in the opinion of the soils engineer, it is not possible to obtain moisture content by adding water on the fill surface. Compaction: When the moisture content and condition of each spread layer is satisfactory, it Shall be compacted by a method approved by the soils engineer to 95% ASTM D698 (Standard Proctor Density) for slab areas, and 100% ASTM D698 for footing and /or pad areas. A Standard Proctor test shall be performed for each typical fill material and frequent tests of the density of the fill must be taken. Normally, eight passes of a sheepsfoot roller loaded to 4,000 pounds per lineal foot on a six inch soil layer is sufficient to achieve 90% ASTM D698. In general, to compact cohesionless free - draining materials: The aboveguidelines also apply When compacting cohesionless free - draining materials such as sands and gravel, the materials shall be deposited in layers and compacted by treads of a crawler type tractor, surface of internal Project #: 091 -0083 Rase 7 of 9 www.cegg.net 09/27/2010 10:55 7194882895 COLORADO ENGINEERING PAGE 08/20 vibrators, smooth or pneumatic rollers, hand or power tampers, or by any other means approved by the soils engineer. The thickness of the horizontal layer after compaction shall not exceed 6 inches compacted thickness if compaction is performed by tractor treads, surface vibrators or similar equipment, or not more than penetrating length of the vibrator head if compaction is performed by internal vibrators. The material may not be ponded or flooded to aid in the compaction only if free draining materials underlies new fill unless specifically xecommended by the Engineer. When the moisture content and condition of each spread layer is satisfactory, it shall be compacted by a method approved by the soils engineer to 90% ASTM D1557 (Modified Proctor Density) fox slab areas, and 95% ASTM D1557 fox footing and /ox pad areas. If compaction testing is to be performed by Colorado Engineering & Geotechnical Group, Inc. we will require a Proctor Curve, Standard or Modified (which ever is appropriate for the material tested), from an approved testing facility. Colorado Engineering & Geotechnical Group, Inc., if requested, will perform this test(s) for you, provided a sample of the material(s), 5- gallon bucket(s) full, be supplied to Colorado Engineering & Geotechnical Group, Inc. a minimum of 72 hours prior to testing. The sample(s) will be used to determine the maxim proctor density and optimum moisture content for that representative sample. Additional charges will be incurred for each sample tested and for field compaction testing operations if required. SHORING: Due to the soil types and setbacks present at this site, shoring or stabilization of the excavation may be necessary. When the depth of the foundation is greater than the distance to the property line plus one foot, some local building jurisdictions will require a letter from an engineer describing the proposed stabilization of the excavation banks. For instance, a nine -foot deep basement could xequire shoring if it is located within ten feet of the property line. In all areas of excavation and construction, OSHA and Local City and County safety requirements must be followed throughout the construction period. CONCLUSIONS: This report is valid only for the use of the client listed or property owner for the type of construction listed above. Use by any other is prohibited, as is the use for other types of construction without the express, written permission of this office. Property owners and builders are reminded that water accumulation around foundation elements is a primary cause of structural distress in homes. Foundation movement under any condition can be minimized by maintaining a stable moisture content of the soil supporting the foundation. Surface drainage is paramount to minimizing the potential for water to penetrate backfill to the level of the foundation. If water penetrates through to the soil supporting the foundation, movement is likely. Any movement that does occur should be less than 1 ". ,Project 4. 091 -0083 Page 8 of 9 www.ceggnet 09/27/2010 10:55 7194882895 COLORADO ENGINEERING PAGE 09/20 LIMaATIONS: This report and its recommendations do not apply to any other site other than the one described herein and are predicated on the assumption that the actual soil conditions do not deviate in any significant way from those described in this report. In the event that any variations or undesirable conditions are detected d uring the construction phase or if the proposed construction varies from that planned as of this report date, the owner shall immediately notify Colorado Engineering and Geotechnical Group, Inc., so that supplemental recommendations can be provided, if needed. Project 0, 091.0083 www.cegg.net page 9 of 9 09/27/2010 10:55 7194882895 COLORADO. ENGINEERING PAGE 10/20 i $0/- FIRE HAD r r,. DRIVEWAY GARAGE HOUSE O 10 20 30 40 50 GRAF' CNf SCALEIN FEET SCALE: T °a /5�W EMCPINS159'5 @MATEMENT 7HI5 HAN�Od15leD OILTM D�lO771E Lac,NIOH Of TFl f79n DATA LOCATIOW AW OOES NOT NWRWOM A S M FUN hS101L WT MOW ASA 5nl1'LA17 ORrOR DEvHDPF87r FUf✓PDSB. SGAYtGlEf7f ELR�EY nA5 USED TO OEIrRI'R! M LCGATIQA6 OF TIE VW* FSAMM TM IWOMATM FMCRI PM MAIICO PM A OK WOA POOMTWOW AM FMLO WAMOWM &TWM rl DBEME IM IKCR MTIDa DBOAQW NVOI Ur ODCRW 0 ACMUTE rM NS m� mar4LYvwm= IMT1N51ewrAs Ww, `KMMMOROL^180MWRMNOMA.WTMV3WASN2N- IL FROM I TO DISTANCE I REAMNO FIRERYURANT I TN•T ito SMa S I TE P L.Al `1 JOB #: 091 -0083 OWNER/BUILAER: Randy Guenther J05 ADDRESS; 3550 parfe! St reet, Jefferson County • _ CASTLE ROCK OFFICE 950 S. Intvrstate 25 GASTLE i2 6aa- 00 80104 (508) 688 -94'15 09/27/2010 10:55 7194882895 COLORADO ENGINEERING PAGE 11/20 2/2009 SOIL DESCRIPTION ORING 0-4' SANDY CLAY GRAIN: FINE — MODERATE CONSISTENCY: STIFF MOISTURE: MODERATE —HIGH CLAY: HIGH PLASTICITY: MODERATE COLOR: DARK BROWN BROW 4 -9' SANDY CLAY GRAIN: FINE — COARSE CONSISTENCY: VERY STIFF MOISTURE: LOW — MODERATE CLAY: MODERATE —HIGH PLASTICITY: LOW — MODERATE COLOR: TAN 9 -24' cLAYSTONE GRAIN: FINE CONSISTENCY: HARD MOISTURE: MODERATE —HIGH CLAY: HIGH PLASTICITY: MODERATE —HI% eni AD. cDAY JOB #: 081 -0083 r VON 24- W22.31 56 1 CH CASTLE ROCK OFFICE 950 S. Interstate 25 Castle Rock, CO 80104 (303) 688 -9475 i I l o4 O d r VON 24- W22.31 56 1 CH CASTLE ROCK OFFICE 950 S. Interstate 25 Castle Rock, CO 80104 (303) 688 -9475 24- W22.31 56 1 CH CASTLE ROCK OFFICE 950 S. Interstate 25 Castle Rock, CO 80104 (303) 688 -9475 09/27/2010 e :e 7194882895 COLORADO z m PAGE 1250 7:g �Z/ )&2 (\§ 0 § k � � 0 k � � 0 Z ■ § . .� � �\ k \ £ f C k § k \ \ \ q % a \ = » � ) m to e � /k / z ) cli N ( 04 B 'c E . 0 ) % _ CD C) _ � kk /2 } R 3 � 3: _ _ - / 09/27/2010 10:55 7194882895 COLORADO ENGINEERING PAGE 13/20 O O O O ' I O O Y 2 ccog O al o a •" m GC W m CL 0 7 0 N m 0 00 > �I O U O c O y4) � J U 'a C tu y N O � m w 3 d a m Z S� m ° G d -ca a O O m 9 G 6 E P" 3s to d' M N O N M ''T L paMS Jo uonupl{osuoo 30 (QA);ua lad 09/27/2010 10;55 7194882895 COLORADO ENGINEERING PAGE 14120 O O O O O � r E ll 0 0 o 0 0 o+1 -� ;� w J m O 0 t o O el • T �i O IMP w 0 m _ c c m �3 o. ca U)Z S 3 r � : 9 a 8 0Ot�W LO I;r MN CD NMd'to r 118AAB Jo u WP!JDSUO3 10 (qa 4U00A 09/27/2010 10:55 7194882895 COLORADO ENGINEERING PAGE 15/20 O O O O I O r O O • M O o OF P � T w oor �'I O • I -� s w m • R n1 m 0 O o t y rnl ai E O a O m c 0 0 V y O � C L W N y l�6 0) Z 8 y v m p � � v d $ E N a 3 o O • O r pales Jo uolleP:losuo7 }o ( CA) luaaed 09/27/2010 10:55 7194882895 COLORADO ENGINEERING PAGE 16/20 O O O O O I � O O O o O + y�l o N W Q m Q U �. v A �! m � m Q O � o a., N M +� NI • • � O � N O � w ro U d {d y 0 V G 2 m G p O V y Q� G ca c Z dV 7 {3q w �VV W lO J gems Jo uo! ;ep!!oeuoo to (W ivawod 09/27/2010 10:55 7194882895 COLORADO ENGINEERING PAGE 17/20 COLORADO ENGINEERING AND GEOTECHNICAL GROUP, INC- GRADATION TFST RESULTS ANALYSIS 24 YE ANALYSIS CLEAR SQUARE OPENINGS a 3/8" 3/4" 1-1/2 1. --1 2" 3" 5' 5 8 _._;.___.........- ..........:............._..__.. ......__._. 10 1 35.1 CLAY TO S FINE MF I M AF MATCC• 11 0 QL. Moisture Content COBBLES GRAVEL 0.4 % SAND 483 % FINES 53.3 % BLOWS 15112' HOLD 1 DEPTH 4 LL =36 PI =17 Job Number. 001-0083 CLASSIFICATION CH NOTES: 19.$ % Moisture Content GRAVEL =3A LL-58 SAND 0.0 % FI =' FINES 100.0 % SLOWS 3611T HOLED 1 .DEPTH 9 Job r, 091-0083 09/27/2010 10:55 7194882895 COLORADO ENGINEERING COLORADO ENGINEERING AND GEOTECHNICAL GROUP, INC. GRADATION TEST RESULTS PAGE 18/20 I CLAY TO SILT CLASSIFICATION CH FINE I MFQILJM IUU l r vc I L.V—' wres: 19,9 % Moisture Content GRAVEL 010 % SAND 0.0 % FINES 100,0 % BLOWS 60112' HOLED I DEPTH 14 LL -59 Pi = 34 7o Number. 01-M3 SIEVE ANALYSIS 24 H TI ME 7 HR uUtF V, S. STANOARO SERIES CLEAR SOVAHL UrLNINUb 60 19 100 50 40 30 10 10 8 4 3/6" 514" 1-1/2" 3" 5 0' 8 " . ... ....... .. .... ......... . ... 50 .. .... ..... ... ............. .. .... ... ..... ... ... .... .. ........ .... . 70 .... . .. ....... . .. .... ... . .... .... $Q .. . . ............. .. .......... ... ... . .. ....... -------- . . . . . . . . ------- ----- ,50 z. .;;4 20 .... ....... - --- --- . .... ....... . ...... . . ..... ... 77=__ ---- .... .... 40 ...... ........... .... .. ............... ................ . . . . . . . . . . . . . . 30 a . .............. - 7 ' 7- z . ..... 4Q .. ... .. . ........ . ... .. ... .. .... ... .. . .. ........ ..... . . ......... . 7 ...... ... . ..... .. ........ iz. . .. . ... . .. ...... 70 50 .. .... ... . ..... ........ 100 9 .297 42 59 1.19 2 2.38 4.76 9.52 19,1 35.1 76.2 127 152 ZPQ :k OF PARTICLE IN MILLIMETERS SAND GRAVEL COBBLES FINE I MFQILJM IUU l r vc I L.V—' wres: 19,9 % Moisture Content GRAVEL 010 % SAND 0.0 % FINES 100,0 % BLOWS 60112' HOLED I DEPTH 14 LL -59 Pi = 34 7o Number. 01-M3 30 20 10 0 CLAY TO SILT CLASSIFICATION CH 21.3 wle M0131111IFe %oURYMUt GRAVEL 0.0 % SAND 0.0 % FINES - 70 - 0 % BLOWS 0112n HDLE# 1 DEPTH 24 Job Number. SIEVE ANALYSIS S . I -, 3� HYDROMETER ANALYSIS OM-Tr 24 H TI ME 7 HR uUtF 45 MIN 15 MIN 60 19 IMIN 100 — 4 . . ....... . ..... ..... ...... . . . . . . . ... ....... .. .... ......... . ... 50 .. .... ..... ... ............. .. .... ... .. ........ ..... ........ .... . 70 .... . .. ....... . .. .... ... . .... .... $Q .. . . ............. .. .......... ... ... . .. ....... -------- . . . . . . . . ------- ----- ,50 z. .;;4 ....... . ........ .. .. . . ... ... ---- ----- 40 ...... ........... .... .. ............... ................ 30 20 10 0 CLAY TO SILT CLASSIFICATION CH 21.3 wle M0131111IFe %oURYMUt GRAVEL 0.0 % SAND 0.0 % FINES - 70 - 0 % BLOWS 0112n HDLE# 1 DEPTH 24 Job Number. SIEVE ANALYSIS S . I -, 3� 09/27/2010 10:55 7194882895 COLORADO ENGINEERING PAGE 19/20 4 - 1/2" 90d SPIKE ® 52" O.G. PRE -DRILL NAIL HOLE° DO NOT CAULK TOF E176E OP MOLDIN6. 2X4 WALL STUDS 1/2" DRYWALL FLOATING PLATE MOLDING NAIL MOLDING TO STATIONARY BOTTOM PLATE ONLY. DO NOT ATTACH_T_O ELOATIN6 PLATE NOTES: Q< T%9 a a 4 ° 1. NAIL MOLDING TO STATIONARY BOTTOM PLATE ONLY. DO NOT ATTACH TO ELOATIN6 PLATE �n 2.32o NOT CAULK THE TOP EDGE OF MOLDIN6. 3, PROVIDE A MINIMUM OF 1 -1/2" OP FLOAT DETNEEN PLATES. 4, DRYWALL 5HOUL12 NOT EXTEND BELOW TH1= LOWER EDGE OF THE FLOATING PLATE. MAINTAIN A GAP BETWEEN THE LOWER EDGE OF THE DRYWALL AND THE TOP PD6E OF THE DRYWALL SHIM. 5. PROVIDE AT LEAST A 1/2" FLOAT BrTAeEN THE BOTTOM OF DOOR FRAMES AND THE FLOOR 5LAE. 5. FAILURE TO PROPERLY IN5TALL THE FLOATING WALL CAN LEAD TO NARPw DOOR PRAM>=S, AND CO5METIC CRACKING ALONG HALLS THROUGH OUT THE ENTIRE 5TRUCTURE. TING WALL � ,asr`m R °C" °��"`A5 4 190 5. Intorotato 25 oo D0104 2ER: RandyGuenther .105 #: 091 -0083 - Ga Rock, 1415 _ .,. _ _ (303} 668 - 9k95 STATIONARY BOTTOM PLATE I 1/2" DRYWALL SHIM INI5HED FLOOR CONCRETE 5LA6 n a ° a a 4 ° 1. NAIL MOLDING TO STATIONARY BOTTOM PLATE ONLY. DO NOT ATTACH TO ELOATIN6 PLATE �n 2.32o NOT CAULK THE TOP EDGE OF MOLDIN6. 3, PROVIDE A MINIMUM OF 1 -1/2" OP FLOAT DETNEEN PLATES. 4, DRYWALL 5HOUL12 NOT EXTEND BELOW TH1= LOWER EDGE OF THE FLOATING PLATE. MAINTAIN A GAP BETWEEN THE LOWER EDGE OF THE DRYWALL AND THE TOP PD6E OF THE DRYWALL SHIM. 5. PROVIDE AT LEAST A 1/2" FLOAT BrTAeEN THE BOTTOM OF DOOR FRAMES AND THE FLOOR 5LAE. 5. FAILURE TO PROPERLY IN5TALL THE FLOATING WALL CAN LEAD TO NARPw DOOR PRAM>=S, AND CO5METIC CRACKING ALONG HALLS THROUGH OUT THE ENTIRE 5TRUCTURE. TING WALL � ,asr`m R °C" °��"`A5 4 190 5. Intorotato 25 oo D0104 2ER: RandyGuenther .105 #: 091 -0083 - Ga Rock, 1415 _ .,. _ _ (303} 668 - 9k95 STATIONARY BOTTOM PLATE I 1/2" DRYWALL SHIM INI5HED FLOOR CONCRETE 5LA6 n 09/27/2010 10:55 7194882895 COLORADO ENGINEERING PAGE 20/20 F 9 6' FOUNDATION WALL 'D AREA VOID MATERIAL D.� s o� FILTER FABRIC, ON TOP OF 6RAVPL .YETHELENE MF- MHRANE PERFORATED PLASTIC PIPE MINIMUM DEPTH OF GLEAN 6RAVEL, S" (MINIMUM vzrz 1/2 "9 I. Gravel size shall not be less than 1/2" in diameter and not greater than 1 1/2" In diameter. 2. Diameter of perforated pipe varies with amount of seepage expected, three inch diameter is most common. 5. ripe shall be laid at a minimum grade of I" in 10 _ 4. Outfall to be unobstructed, gravity outfall if possible. Use sump and pump only if gravity outfall does not exist. Discharge portion of pipe shall be non perforated past area to be drained. Owner is responsible to maintain daylighting of drain. 5. Exterlor earth backfill material should be compacted to at least 85% maximum standard proctor density In the upper three feet of fill. 6. Filter fabric shall be mirafi 140 s or equivalent. - i. Drain pipe shall be laid below area servlced or protected, as shown In detail above. 8. Mop polyethylene film to wall and carry beneath gravel and pipe. cl. The polyethylene film shall be continued to the edge of the excavation. NOTE: CONTACT THIS OFFICE FOR DENSITY TESTING. PERIMETER DRAIN CASTLERQCKOFF /C6 q50 5. Int ®rstat® 25 ONN51"301 -DER: Randy GuvnthOf JOS �: 081 -0083 Gastle Rock, GO 80104 _ _ _ _ _ _ _ _ _ MA (305) 688 -9495 u N Q c4 w a e Q _ u v m 7 W F ,> O 4 W � W A� 3 0 m o 3 0 o � U A n c 0 v o � N v a 3 C O J ro; 3 q: — ro; O w ti A C d a' w .. 7 0; N N F o O � U U A � b .0 w O b v y F 4 v� o a s_ N F � A � .-I b ti � O: A C y ° U O C C ^ W: 3 �d t -� > O '�S U '« b _-. ro G N ti 0 .y. 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H y oq >' .0 �: v U. •G h ,c ° F o ° m `o F v o y F ° a L D i a r H r v' Q' T o o m "- .1 .°n — Z Wi 'g y aa �n .°o x v A = " ° Z " ,`°, Q a ^ o `O .CV+ Q A . y C w T ?� �-•� N[ C]. w �C N w W ro U C >+" O a W A ��� w a �oyc7 ro C�EoTO3° o _G a O w F° 0 o 'd „ ° •° W .d .� y on U .. y a 3 C„ 'p ° g a° °: m e g F�1 0 F4 .5 W e u — on G� C7 W v a C7 o Q C7 h Q d C7 o u o .v o a E ca :d v U o. ° q '� Q . °�' a x h E m '� F C .. y �T.7 A �l o C W ¢' Q K o m a y >,' ° y p" Q 0 o¢ /�- o Pai ° q v •� F° �, W .. �, - 5 •o C7 �' C7 oC7m� o �� �Z L °� E.a NC u W ❑ ❑ z2 - U a d r z V O v m 6 m 0 0 u w d U O z 'o U N O y U d� x� m' U C n INSPECTION RECORD OCCDDBDCy,TypO '& LINE: (303) 234 -5933 e r F; Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. : TFT A M - m-- INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS.- DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED ... Stemwall /(CEG) Concrete . Encased Ground CONCRETE SLAB FLOOR Electrical (Underground) f - - - Weatherproof / French Drain Plumbing (Underground). - Sewer Service Lines - - - Heating (Underground) INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOULD.: Parking & Landscaping - DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ** NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS ROUGHS Sheathing .. .�� Lath /Wall he Mid -Roof t'' „'": n 2/i_ R Electrical Service - Rough: Electric ~ Rough Plumbing s: Gas Piping ' Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING ;. Framing . ... Insulation Drywall Screw - r e r F; Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. : TFT A M - m-- INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS.- DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons ... Stemwall /(CEG) Concrete . Encased Ground Reinforcing or Monolithic f - - - Weatherproof / French Drain - Sewer Service Lines - Water Service Lines INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOULD.: FINALS - Electrical Plumbing Mechanical Roof - f f Building Final - Fire Department R.O.W Drainage. I INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOULD.: Parking & Landscaping - - B ** NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS OCCUPANCY NOT - PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER e 1 t CITY OF WHEAT RIDGE Building Inspection Division (303) 234w5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Job Address: � ✓� Permit Number: ❑ No one available for inspection: Time _ M _ / ' P'M Re- Inspection required: Ye No When corrections have been made, call for re inspection at 303 234 - 5933 Date: ,' - i i - Inspector DO NOT REMOVE THIS NOTICE 7/Y `Xf S i CITY OF WHEAT RIDGE r Building Inspection Division f (303) 234 -5933 Inspection line (303) 235 -2855 Office (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Job Address: x5.50 1 F T S1 Permit Number: I0 - /3 q y 1= , I> ❑ No one available for inspection: Time f .� `AM /fa Re- Inspection required: Yes When corrections have been made, call for re inspection at 303 - 234 - 5933 Date: 5 , 27 /t Inspector: DO NOT REMOVE THIS NOTICE ► Cites of Wheat Ridge l u` PERMIT NO: JOB ADDRESS:< DESCRIPTION: 1;0 .345 /26/2010 /22/2010 6 sqs. "! City of 000 T � h46at 1 �� COMMUNITY DEVELOPMENT Permit #: Building Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 ` Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 F Building Permit Application Property Address: - 3: d0 P�F4k 5( , Property Owner (plea print): (iZvvt Phone � "- Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: 2� f�1.1CT Contractor License Phone: Sub Contractors: Company Name: License #• Expiration Date: Trade /Profession Approval Use of Sppace (description): Description- of:work: �G��- � - 3 d . (oo Plan Review (due at time of submittal): $ Sq. Ft. /L. Ft added: Squ are BTU'S Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit applicatioaare accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field i ection. CIRLCE ONE:: (OWNER (CONTRACTO r PERSONAL REPRESENTATIVE of (OWNER) (C NTRATOR) / PRINT NAME: —_ � SIGNATURE: / / V S� f / t Date: &/(J ZONING COMMENTS: DEPARTMENT USE ONLY Zoning: 6t5-N nj ftt,4-4Q Yrbo Reviewer. PUBLIC WORKS COMMENTS: Reviewer. - BUILDING DEPARTMENT COMMENTS: Reviewer. OCCUPANCY: FIRE DEPARTMENT.: ❑ approved w/ cornments ❑ disapproved O no review required, i Bldg Valuation: $ Credit Card Pay e U rd listed on file. Print name: _L� cre rt ca Signature: n ♦ i CITY OF WHEAT RIDGE Bung Inspection Division ~r (303) 234-5933 Inspection line r(303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: fU!J,-)`f Af Job Address: a Permit Number: ❑ No one available for inspection: Time PPP AMIAM0 Re-Inspection required: Yes (No 1 When corrections have been made, call for re-inspection at 303-23475933 n j i Date: ~_f( Inspector: <r r, DO NOT REMOVE THIS NOTICE " 1 City of Wheat Ridge / Faxed Roof Permit PERMIT - 091880 PERMIT NO: 091880 ..ISSUED:. .09/01/2009 JOB.ADDRESS: . 3550-PARFET ST. EXPIRES: 102/28/2010 DESCRIPTION: Reroof 35 sqs ***CONTACTS owner 30.3/989-7843 Randall Guenther sub 303/933-0200 Wayne L. Walton 09-0188 Walton Design & Remodel LLC PARCEL. INFO ZONE .'CODE: UA USE: UA SUBDIVISION: 0652 BLOCK/LOT#: 0/ FEE SUMMARY "ESTIMATED PROJECT VALUATION: `7,500.00 FEES Permit Fee 199.30 "q ,a°y Fmk , Total Valuation .00 135Use 'Tax .00 **..TOTAL ..334.30 Conditions: Both front and back of permit need.. to be posted on job site. If one or the other is not present, 'INSPECTION WILL.. NOT BE PERFORMED. 6 nail installation mid roof inspection required. Board sheathing spaced more thana 1/2 of an inch apart requires plywood overlay on entire roof. Ice and water shield required from eave edge to 2'. inside exterior walls.' Subject to field inspections. I hereby certifythat 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 abideby all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code '(I.B.C) and all other applicable wheat Ridge ordinances, for work under this permit. Plans :subject to field inspection. Signature of :contractor/owner -.Hate 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any. other applicable ordinances of the city.. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received :prior to expiration date. An extension may.: be granted at the discretion of the Building Official. 3. If this permit expires,a new permit may be : acquired for a fee ofone-half the amount. normally required, provided no changes have been or will be made in the original plansand specifications. and any suspension or abandonment has not exceeded one (1) year. If changes. have been or if suspension or abandonment exceeds one (1) year,.; full fees. shall be :paid for. a: new. permit. 4. No work of any manner 'shall be done that will change the. natural flow of water causing a drainage problem. 5. Contractor shall notify.. the Building inspector twenty-:four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job.. 6. The issuance of a permit or the approval of drawings and. specifications shall not be construed to be a permit for, nor an approval f any violation ofthe provisions of the building codes or any ?other ordinance, law,rule or.: regulation. Al: la re w is subject to field inspections. Sign INS :4 at o hi of Building Official date REQUEST LINE: (303)234-5933 BUILDING OFFICE:. (303)235-2855 REQUESTS :MUST BE I:MADE BY '.3PM ANY:BUSINESS -DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.- l I k In. Call by 3:00 PM to receive inspection the following business day: INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS J06 F DATION INSPECTIONS - DATE.- ' 1 11 INSI=ECroR INITIALS:. COMMENTS: - ngs/Caissons N Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof / French Drain - %Sewer Service Lines - - - - Water Service Lines Ir - POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) D,O N OT POUR FLOOR 'UNTIL ABOVE HAS BEEN SIGNED" - ROUGHS - - Sheathing - - - Lath/Wall tie - - Mid-Roof Electrical Service Rough Electric z Rough Plumbing Gas Piping Rough Mechanical ABOVE 7N$F!Ec;TIONS To BES IGNED PRIOJ_t TO'Pkdd4EDING Framing Insulation Drywall Screw - FINALS Electrical ' CITY OF WHEAT RIDGE ' Plumbing - - 09909/09 3:06 Pig edira " "Mechanical: Wayne L. Walton E Roof RECEIPT NO:CDA002271 AMOUNT 'Building Final DPSP Reroof 35 sqs 334.30 091880 ' Fire Departfinent, Permit Fee 199.30 K Use Tax ..D.W,& D'ramage:' 'I INSPEC F 135.00 < SHouL ..,CA PAYMENT RECEIVED Parking Lan dscaping,. VS 3302 AMOUNT "NOTE' ALL ITEMS NIUST°EE COMPLETED Amb APPROVED BY PLANTW(G' ANi7 Ruth Code: 334'30 CERT#4CA'TEOF O„CCUPANCY /S'/SSUED, FINAL INSRECTIONB.Y THE$U ' k` 309051 " OFA GERTlFICATE OP OCCUPANCYiNOR PERMIS TOTAL 7 _ ' 334_30 7 b&6boAN CY,N PLRMITTe D UNTIL CERTIFIQK-t vi 0T , , , PROTECT THIS CARD-FRONT THE WEATHEA Sep 01 09 02:49p Walton Design & Rem 3039339195 p.1 City of R~- Date., OVVf 7 . OM~MUWNITY ~ DEVELOPMENT Permit#:~)-ll C s.6 ' P[bperty l~ddress 35" Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Facsimile Building Permit Application Property Owner (please print): ~9 a.r. d Phone: 3 - r187 - • 4-13 Mailing Address: (if different than property address) Address: City, State, Zip: CtiIitracfot: License Phone: 9 - 5'Q `l - ( o 3 S t1i Contradtorsi Company Dame: License Expiration Date: TradelProfession: Approval: Use of space description): _ Kp TnV escltio_ 1Io= gnstruction Value }RC-0- A'I.Ar-I foo Plan Review (due attimeofsubmittalj:$ Sq. FtJL.Ft added: Squares 35 BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record- that all measurements shown, and allegations made are accurate: that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I_B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit Plans subject to field inspection. CIRLCEONE.': (OWNER) CONTRACTOR)-)or PERSONALREPRE t TA7i Eof( NER) ( ONTRATOR) PRINT NAME: n1 4 C[" SIGNATURE: Date: 9-1- 0 Bldg Valuation: $ Credit Card Payment: Use credit card listed on Date: 1 U Print name: Signature: DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 14524 BUILDING INSPECTION LINE - 303-234-5933 Date : 9/19/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Properry Owner: STEPHANIE GUENTHER Property Address : 3550 PARFET ST Contractor License No. : 17174 Company : Bell Plumbing & Heating Phone : 757-5661 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certrfy that the setback distances proposed by this permit applica6on are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge a 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 applicatlon, and that I assume full responsibility for compliance with the W heat Ridge Building Code (U.B.C.) and all other appiicable Wheat Ritlge wdinances, for work under this pertnit. (OWNER)(CONTRACTOR) SIGNED DATE Description : REPLACE WATER HEATER BUILDING DEPARTMENT USE ONLY Zoning Eomments: SIC : Sq. Ft. : Approval: Zoning : BufWing CanmerKs: Approval: BG Public Works Comments: Approval: Occupancy : Walls : Roof : Stories : Residential Units : Phone : 989-7843 Construction Value : $514.00 Permit Fee : $23.50 Plan Review Fee : $0.00 Use Tax: $6.17 Total: $29.67 Use: Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Com pany : EViration Date : ApProval: Expiration Date : Approval : Expiration Date : Approval: (1) This permil was issued in accorEance wiM the provisions set toM in yopur application and is subject to the laws of the SWte of Coloredo ana to the Zoning Regulations and Builtling Code ot Wheat Ritlge, Coloretlo or anyother applita6le orCinances of the Ctty. (2) This permil shall expIre if (A) the work authorized is not commenced wilhin sLNy (60) tlays from issue date or (8) the DuiWing authonzea is suSpendetl or abandoned for a Deriod M 120days. (3) If this permd expires, a new permit may be acquired for a fee of one-haH the amount normally required, ProviCeO no changes have beeo or will be made in the original plans and specifications antl any suapenaion or abandonment has not exceetled one (1) year. M changes are matle or if suapension or abandonment excee0s one (7) year, full (ees shall be paiA tor a new Dermit. (4) No work of any manner shall ba done that will change the natural flOw ot waler causing a tlraina9e Problem. (5) Contractor shall notify the Builtling Inspectoriwenty-four (24) hours in aCvance for all inspections antl shall receive wrdten appmval on inspection cartl before proceediing with succesaive Ohases of the job. (6) The issuance of a permtt or the approval of drawings antl specirieatlons ahall not be wnstrued to be a pertnit for, nor an approval of, any nolation of the provisions of the~inp cs or any other oMlnance, law, rule or re0ulation. Chief Building Inspect DEPARTMENT OF PLANNING AND DEVELOPMENT Application Number : BUILDING IPlSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Prop2rty Owner: STEPHANIE GUtNTHER Phone: 303/989-7843 PropertyAddress: 3550 PARFET STREET Contractor License No. : 17174 ~Company: gELL PLUMBING & HEATING Phone: 303/757-5661 ~ OWNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereDy certify that the setback distances proposetl by this permrt applica[ion are accurate, and do not vlolate applicable ordinances. rules or regulations of the Gty of Wheat Ridge or covenants, easements or restrichons ecord: that all measurements shown, and allegations matle are accurate; that 1 have read ntl agree to abitle by I conditions printed on this application, and that I assume full r sp sibiliry for com ce wrth ttjEit~lheat Ridge Builtling Code (U.B.C.) and all ~her appli f! heat Ritlge or ances. for ~i94k untlpr this permi[. (OWNER)(CONTRACTOR) Construction Value : 514. nn 1~ Permit Fee : Use Tax : Z. /7 Total : % % U- Description: WATER HEATER REPLACEMENT W.O. #288064 BUILDING DEPARTMENT USE ONLY Zdhi , uCGmments Approva6 : . Zoning : BiiRilfn mmenfS Approvai : PIF6UclNOrks'! Comrtients: Approval: ~ Occupancy : Walls : Roof : ' Stories : Residential Units : Electrical License Na : Plumbing License No : Mechanical License No : Company: Expiration Date : Company : Expiration Date : Company: Expiretion Date : Approval : Approvai : Approval : J ~~fKiisfZEqu[re_ Pians Required ; J (1) ThiS pertnit was issued in ac[ortlance wiN the piovisions ut fonn in yo0ur apphcabon antl is subject ro the laws of the State of Cob2tlo antl to the Zoning Repulations antl Butang Code of Nfieat Rltlge. Coioratlo or any otner apphwble orEmances of the Ciry. (2) This permit shall eapve if (A) the work authonzetl is not commenceE wrthin sixry (60) tlays trom Issue tlate or (B) the builtlin8 authorized is suspentled or ahantloned for a permd cf 120 tlays. (3) If Nis pertnlt explrei, a new pertnlt may De acquiretl tor a fee of one-hall the amount normalry reqmre4 provitletl no Uanges have been or will be made in the onginal plans antl spedfira6ons antl any suspension or abantlonmen[ nas not exceetletl one (7) yeac If changes are matle or H suspension or eban0onment e:ceetls one (1) yea(. full fees Shall De paitl fof e new permlt. (j Contractor sh all ~er shall be tlone mat will cnange me naturai tlow of water causing a tlrainage pro6lem. (S aEYy the Building Inspepor hvenry-fout (24) houri in atlvance fOr all InspeC6on5 antl 5ha11 receive written a00roval on inspecli0n rartl betore pIOC2Etliing Wllh wWC:sne ph35e5 of the job. (6) Ttie Issuance of a permrt orthe approvai of drawings antl spenP.ations shall nol be constmetl to Oe a pertnit foL nor an epproval of, any violaUOn of the provisions of tne bwltlmg coaes or any omer ortlmance. law. mie or reguiaian. Chief Building For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT r BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 12345 6/19/2001 Property Owner : Property Address : 3550 PARFET ST Contractor License No. : 18334 Phone: 303-9897843 Company : Flexible Electric, Inc. Phone : 922 9337 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 com liance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wh dgS or ina ~ r wor under this permit. (OWNER)(CONTRACTOR) SIGNE DATE -l G Description : KITCHEN REMODEL Construction Value : $2,600.00 Permit Fee : $83.25 Plan Review Fee : $0.00 Use Tax : $39.00 Total: $122.25 Use: Electrical License No : Company:TH Expiration Date : Approval: Plumbing License No : Company:TH Expiration Date : Approval : Mechanical License No : Company: TH Expiration Date : Approval : (1) This pertnit was i55ued in ai Re9ulations antl Building Ci (2) This permit shall expire iF (A abandoned for a period oFt (3) If this permit expires, a new original plans antl specifical exceeds one (7) year, full fe (4) No work of any manner sha (5) Contrector shal tiry theB (6) pfOCEEdiiO 3 CfRS rvE The issu of of the buil c es a iih the provisions set forth in yopur application antl is subjecl to the laws of the State of Coloretlo and to fhe Zoning d Ridge, Coloredo or any other applicable ordinances of the City . uthorizetl is not commenced within sixry (60) days from issue tlate or (B) the building authorizetl is suspended or be acquired for a fee of one-half the amount normally requiretl, provided no changes have been or will be made in the y suspension or abandonment has no[ exceetled one (1) year. If changes are matle or if suspension or abandonment oaid for a new permit. iat will change lhe naNral flow of water causing a drainage probiem. =ctor hventy-four (24) hours in atlvance for all inspections antl shall receive written approval on inspection card before he1'ob. il of tlrawings antl specifcations shail not be constmed ro be a permit for, nor an approval of, any violation of the provisions Ince, law, mle or regulation. Chief Building Inspector DEPARTMENT OF PL2.YNING?.Nll DEVELOPMENT Building Pcnriit Numbcr. BUILD[NG INSPECT[ON LINE - 3113-234-5933 Date: CITY OF WHE?.'C 21DCE 75011 tiVEST 29TH AVENUE WHEAT RIDGE. CO 80275- (3113-235-23i5) APPLICATION Propertv Owner: Propcrtv Address: ~01-f~z;f Phonc :$C,~`t ~ j 7$ yj Contractor License No.: J933y Compuirv: Fl.9j(16k GIeJTtC: Phonc: 30`~'92Z~/j37 OAW CIUCON'CRVC'fOR S[GAAPORE OF [JND~2)'G~.FD WG ,LVD ,AGRLI?AIlV'C I hearbvi certfty thut the setbnck distancu proposad hv this pannit upplicu[ion nro accura[e. and do not vioLata appliuuble ordinunccn nQrs or mwlaGons ul'thc CiK oC AFhcut Rldgc or oorenunLV_ r:iaamante or rzstiiL4ionx ot racord_ thut all mcusurmants shown, and allegntions m2Ae ure uccurut¢ Hmt 1 huva rend and uu'ee [o abida bv ull conditions printed on this upplications and thut I assuma PoII ruponybflity tDr compliance with tlio Wheat Ridge Building Coda (Ii.AC) and ull other upplicable Wheat Rfdge OrAln:mce.a.lbr work unAu this portnit. (0lVhE3)(COMRACTOI2).5[ChED JdT6 Description: Y-~"{t.,~ Construction Vilue: $ 21aao , O° Permit Fee~ Plan Review Fee: Total: BUILDING DEPARTNIENT USE ONLY SIC: Sq.FL: Zoning Conunents: ApprovaL Zoning: Btlildiiig Coiikineuts: Approval: RGblic Warks Coniiucnts: Approval Occupancy: Walls: Roof: Slories: Resideiitial Gnits: ElectricaL License No: / 833~_ Plumbing License No: blechanical.License No: Companv: Fl2X(612 ~~tG~t'tCi Compmn: Coinpnn}°: Expication Date: Espiration Date: Expiration Date: ApptovaL Approval: Approcal: t t t,~ I: ,.i ihc smie )I ..'I .rvlas. -nd u, ihe (q 'Ihis peem t , . rduneu aith ths pr)v s ,.ns . ;et :1lnh in yoir.t~j li-rti)n m . ;abicc Rcy.uJations uaJ kluiWivg Code ui bVheaa Ridga. Coloradoor anv orlier .+pplio~bla o~dinanue.v oC[ha Cin (3) -I hIs parmlt shall csplm d l=V [he wnrk thor vad s n rt-Ilmminecd w.lnn etr ; dnl dav. c. n sl_ c dnm )r "Hl tha mild s~ whorizcd s -w-Vsndad ur Lb~mdoncu II...I pcriod t ;'C d,ivs-. f(~his peimu ~xi.vu.,i nu, x.ma_ h, uyu iul br,L t-I:I o.ch,Jfth, m.. it e~m.iil' cqu ~d. ~ ~ I. A. i_- ~ Le, ~c I_ indem ih.e~rgnal~[Lns,ndsp"t mnu-rd:m uwem:i.1 ll'I1And>nnlnhs i.i x._e.lA n_ I I(..h:mo ...1 i .,.nur:l,iimrrem exceads one (I ).ienr, fvll ices shnll ba paaA for n naw pertnit. (1) So "'k o[ nny munrer shull be donz that will chunga thu na[ural ilom o[ wnmr cnvsing n dr.un,, Dshlem. (I) (7I)h¢acmr :hallrso[i'typsl3uildiqylnpcai v• t-Pour('_1) h clvaJvanc t.r.allnspenlnnsIndsrdlrcts,..~ri¢rnnppr).l,i spcctia --Jbdore pmceading with mcceservc phases ot thejoh (6) 'Che isxaanu; o( a parmit or thc appmvol inwin•} :~d sFemficaionx :hal iot be cnmi^ cd m he ~i permit Ior, nor =m ~ipprnaI aC i'n iolat on of tha provi.ions ai the builAing codes or ivy oth<r ordinnnca law, rule ar reSulaiion. !'hicFP.i.ildinz,-' Lispcctor DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 12306 BUILDING INSPECTION LINE - 303-234-5933 Date : 6/11/2001 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 3550 PARFET ST Contractor License No. : 20513 Phone : 989-7843 Company : American Plumbing Svc, Inc Phone : 303-933-9777 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiy that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Whe Ridge rdin nces, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE 6" 11' 0 Construction Value : Permit Fee : 8.75 $3 Plan Review Fee : ] Use Tax : Total Use : Description : KITCHEN REMODEL: CHANGED WASTE VENT & WATER LINES FOR K ~ EW LOCATION BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : ' . Approval : Zoning : Approval : ApProval : _ . Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No :20513 Mechanical License No : Company : Company :American Plumbing Svc, Company : Inc Expiration Date Expiration Date : 6/11/2002 Expiration Date : : Approval: Approval: OK/KS Approval: (1) This permit was issuetl in accordance with lhe provisions set forth in yopur application antl is sub7ect ro the laws of the State ot Cobratlo and to the Zoning RegulaUons and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This Dermit shall expire if (A) the work authorized is not commencetl within sixry (BO) days fmm issue date or (6) She building authorized is suspentletl or abandoned for a penod of 720 tlays. rovided no chan es have Deen or will be matle in the (3) If this permit expires, a new permR may be acquired for a fee of one-half ihe amount normally required, p 9 original plans and specifcations and any suspension or abantlonment has not exceetled one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit (4) No work of any manner shall be tlone lhat will change the natural flow of water causing a tlrainage problem. (5) Contrac[or shall no6fy the Builtling Inspeclor hvenly-four (24) hours in advance for all inspections and shall receive wriHen approval on inspection card before adiing with successive phases of the job. (8)proceotthe buatlinqocotle orianytothePord nalnce, awingse oand aregulaliiontions shall not 6e wnstmed to be a permit for, nor an approval of, any violation of the provisions "DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number : 11537 Date : 11127/2000 Property Owner : Property Address : Contractor License No. : Company 3550 PARFET ST 18334 Flexible Electric, Inc. Phone : 989-7843 Phone: 922 9337 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 the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED .IY~ ~-P•E~~"' DATE « ~'7 (21C' Construction Value : $1,600.00 Permit Fee : $57.05 Plan Review Fee : $0.00 Use Tax : $24.00 Total: $81.05 Use: Description : REPLACE SERVICE W/ 200 AMP AND REPLACE SUBPANEL W/ 60 AMP Electrical License No : 18334 Company :Flexible Electric, Inc. Expiration Date: 9/21/2001 Approval : OK/KS Plumbing License No : Company: Expiration Date : Approval : Mechanical License No : Company : Expiration Date : Approval: (1) This permif was issued in accordance with the provisions set foAh in yopur application and is subject to ihe laws of ihe Siate of Colorado and to the Zoning Regula'ons and Builtling Cotle of Wheat Ritlge, Colorado or any other applicable ortlinances of the City. (2) This permit shall exDire if (A) the work authorizetl is not commencetl within SiMy (60) days from issue date ot (6) Ihe builtling authorized is suspentled or abandonedfora period ot120 days. (3) If this permit expires, a new permd may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be matle in the original plans and specifcaUOns and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment ezceetls one (7) year, full tees shall be paid tor a new permit. (4) No work of any manner shall he tlone Ihat will change the natural Flow of water causing a tlreinage problem. (5) Contrector shall notify lhe Builtling Inspector hventy-four (24) hours in advance for all inspections and shall receive written approval on inspection cartl before proceetliing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifcalions shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the buildjngxotles or any other ordinance, law, rule or regulation. . DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) PropertyOwner: ~~Liz4s-r- Properly Address : 3556 j0r-r~ Contrector License No. : 1 $33,1 Buiiding Permit Number : Date : Phone : 307, -48a-7503 Company : FlZF ibL;~ Phone : 30 j- i12- ~j337 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and tlo not violate applicable ordinanees, rules or regulations of the City of Wheat Ridge or covenants, easements or resMCtions of recoM; that all measurements shown, and allegations made are acwratz; that I have read and agree to aoiae by aii conditions prmtetl on Ihis application, and that I assume full responsibi6ty for comphance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, tor work under this pertnit. (OWNER)(CONTRACTOR) SIGNED ~~rwcwGr- DATE 27 OO Construction Value : 16C)o Permit Fee : Use Tax : Total : use: Description eA w4 20o R„-p o...d r!f(au SL-I-Fa-Avr'^rlT'`• ('20 ""+-f BUILDING DEPARTMENT USE ONLY ~ SIC : Sq. Ft. : Approval: Zoning : Approval: isommmaimsm Approval : _ Occupancy: Walls : Roof : Stories : Residential Units : Electrical License No : aS33¢ Plumbing License No : C o m p a n y : Ft e.Y- ; bk 6(e~11C,<: i~c. Company : Expiretion Date : 912~1161 Expiretion Date : Approval : Approval: Mechanical License No : Company : Expiretion Date : Approval: (1) TTis pertnit was iasueC in aCtortlantp yMh ryie provisans set (orN in yo0ur applfCatlon and is suDject ro the laws o! Me State o/ Colo2CO antl to the Zoning RegWaUans anE BuiWing CoEe d Wheat RIEge, CobraAO or arry oMx applicahk ordinances ot the Ciry. (2) This permit sha0 erzpire d(A) the vrork authofaeC is not commencetl wiNin sbcty (80) Eays hom iasue Cate or (B) the builEing authonzed is auspenCeE or ahandoneE tor a penod of 120 Aays. (3) If Nis permit expires, a new pemi( mgy ye arAyired Por a tee af one-half the amount normalty mquireC, pivviEeO no changes have been or will be made in the onginal plans aoC speeifintlans aM any suapension or a6anCOnment has not exceeded ona (1) year. If Uangas are matle or it suspension or abanEOnment e~cceeES ane (1) year, full (ees sfiall be paitl Por a new permit. 4) No work of any mannx shall be Uone Nat will change the naW21 Ilow ot watx cauaing a Creinage proDlam. 5) Contractor shall notify tlis Building tnapector Nrenry•four (24) hours in atlvanm for all inapections anE shall recaive wntten approval on inspecCOn caN hefore DioceeEiing wiM suaesaive phasea W Nep' U . (8) The issuante W a pe(md or ihe a~roval pf Crawings antl spetlflrafions shall rrot be consWeC to he a pertnit fw, nor an approval ot, any violatlon ot the pmvisions of the builtling WCes or arry otlfer oldinanCe, law, Nle a regulatlOn. Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 11024 t. BUILDING INSPECTION LINE - 303-234-5933 ~ ry CITY OF WHEAT RIDGE ~ Date : 8/15/2000 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 3550 PARFET ST Phone : 303-989-7843 Contractor License No. : 20766 Company : KEN WILLIAMS CONCRETE, INC Phone : 303-788-03554 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry that the setback distances proposed by this pertnN applicatlon are accurote, and do not violate appliceble ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegationa made are accurete; that I have read and agree to abide by all condRions printed on this application, and that I assume full responsibility for compliance wRh the Wheat Ridge Building Code (U.B.C.) and aIi other applicable Wheat Ridga ordinances, for work under this permit. (OWNER)(CONTRACTOR)SIGNED,34~&-/Xa~I DATEB /!5;-W Description : CONCRETE DRIVEWAY Construction Value : $14,000.00 Permit Fee : $237.25 Plan Review Fee : $0.00 Use Tax : $210.00 Total: $447.25 Use : BUIIDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : Zoning : Approval : Approval : Occupancy : Walis : Roof : Stories : Residential Units : Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) This pertnit was issuetl In acmrdance with the provisiona set foM in yopur application and is subiact lo the lews of the SWIe of Cobratlo and to the Zoning Regulations and BuilCinp Cotle of 1Nheat RItlQe, Coloredo or any oMer applipble adinancea Mthe ciry. (2) This permR shall ezpire d(A) the work authonzed Is not commenced within sUdy (80) days from issue date or (B) the bullOfng authorized is suspandetl or abenOoneG Tor a penotl ot 720 tleys. (3) If this permR expires, a new pemxt may be acquiretl for a lee ofone-haM the artaunt narmally requireQ provided no chanpes have been or will De maAe In the original plans antl specmcations arM eny suspension or abandonmenl has nol exceeded one (1) year. If changes are made or'rf suapension or abandonment exceeds one (t) year, Tull leea ahall be paM for a new permtt. (4) No work of any manner shall be tlone that vnll change the nalural Mow of water ceusing a diainage problem. (5) Conahall notiry Ne Building Insoector lwenry-four (24) houn in advence for ell Inspactions and shalt receive wntten approval on inspeciion ceM betore DmceofflFrit with eu ocavive asee oi iM1'ob. (e) u or Nia approval W drawings end speciflcaUons shall nM be consWed to be a peimH for, nor an epproval of, any violadon of Me provisions of b din s r rry er ortlinance, law, rule a regula4on. DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Rt9X1a/y ~5t~~~ N1,6 (5tw!4z v Property Address : 7~Si P,cye'-Lc~ g~ Phone :~zi -7A Contractor License No. : 1,5,-1,?7 Company Phone : 3e3 -789--t,^3SY/ OWNER/CONTRACTOR SIGNA7URE OF UNDERSTANDING AND AGREEMENT Construction Valu . 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 acwrate; that I have read and agree to abide by all conditions printed on this application, and that 1 assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this pertnit. (OWNER)(CONTRACTOR) SIGNED~~,~.}~ DATE45 Permit Fee : Use Tax: Total : Use: Descriptio~n +:,@/✓ Oa.~ t,e6 p~p~~~ •~E i / ~,~„~c 7~'~-- 77 Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval : (1) This permit was issued in accortlance with the provisions set torth in yopur appliwtion antl is sub ect to the laws of the State of Colorado antl to the Zoning Regulations and Building Code of VJheat Ridge, Colorado or any other applica6le ordinances of e Ciry. ~ (2) This permit shall expire if (A) the work authonzed is not commencetl wi[hin sixty (60) days hom issue tla[e or (B) the builtling authorizetl is suspentletl or abandonetl for a period of 720 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provitletl no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceetled one (1) year. If changes are matle or if suspension or abandonment exceeds one (t) year, fu0 tees shall be paid (or a new permit. (4) No work of any manner shall be tlone that will change the natural flow of water wusing a tlrainage problem. (5) Contractor shall notiry the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive wdtlen approval on inspection card before proceediing with successive phases of the ob. (6) The issuance of a permit or ihe aDProval o~drawings and s0ecifcations shall not be construetl to be a permit tor, nor an approval of, any violalion o! the provisions of the building cotles or any other ordinance, law, rule or regulation. Chief Building Inspector / 0 0 ~r / ~S * Bushes / I h O moo. ~p ~aN RocK dd11 +JOZ \ ~jv 50 ~ 0 / qa ° CAP-249 x503.7 \l 503.15 1... 503.48 503:28 / / .503.63 503.79 503.63 _ 503.70 m o n x 593.88 ~ I1 ) I~ ) x 503.55 503.66 50 _ / \ 50},58 / \ \ / / . 503.74 Bushes \ K'--'-' o V'£OS 064 ¢ Sii .4~ 3'wpe \ H yOb ~9 503' bail. 503.63 ^J' ha ya m 504.01 j a 1 ~ ~e W l t it 03.38 COtZ g% \ N rGo 9 'FOS 503.49 0 N 1 Parch $06.81 , / -Concrete- / cV FF.' 504.56 ACP-3 r -505- . 0 ~7\ GO \ x505.25 / I \ x 505.10 4~c 1 + / \ \ x 504.72 ) - 5 ' 505.68~I N I f OownsPOUt r ~ / z x 505.29 FF.' 505.36 C6 / r° 3550 Poriet Street Si s4s~ ~ £8'SOS S0 4C ski y I \ \ 505.74 -concrete- .506.26 \ 1 ' i 2 505.85 / a j a b9OS / ~OQC 19-spout , 505.85 '~'CP-Z OOWnSP04f Q / 503.49 s s /0 1 s. \ LO \ l \o n 503.70 o / / / °m \ z 506.02 0' PEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 10992 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 8/10/2000 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 3550 PARFET ST Phone : Contractor License No. : 20762 Company : Pella Windows & Doors Inc. Phone : 371-3750 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT C t t' V I $18 467 75 ons ruc ion a ue . I I hereby certHy that the setback distances proposed by this permd application are accurate, PBrrtlit F@E : $307.25 and do not violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or ll ti h d F 00 $0 ons own, an a ega covenants, easements or restrictions of record; that all measurements s made are accurate; that I have read and aaree to abide by all conditions printed on this Plan Review ee : . application, and that I assume full responsibility for compliance with the Wheat Ridge Building for work under this permit ) and all other applicable Wheat fiidge ordinances Code (U B C US8 T8X : $277.02 . , . . . (OWNER)(CONTRACTOR) SIGNEDA AC5(O/1(Q hFC1WATE -IO ' 0 Total : $584.27 \1' Use: Description : REPLACING WINDOWS IN EXISTING HOUSE. iNSTALLING HEADERS WHERE NEEDED FOR WINDOW REPLACEMENT Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Expiration Date : Expiretion Date : Approval : Approval : Approval : (1) This permil was issued in accordance wkh ihe provisions set forth in yopur applicatlon and is sub1'ect M Me laws of the Siffie of Coloredo and M the Zoning Regulations antl Buildinp Catle of Wheat Ridpe, Colorado or any other applicable oMinances of the Ciry. (2) This permit shall racpire if (A) the work authorizetl is not commencetl within sixry (BO) days from issue date or (B) tlie builtling authorizetl is suspendetl or abandonetl for a penod of 120 tlays. (3) II this permit expires, a new pertnit may be acquired for a fee of one-half the amount nortnalty requiretl, provided no changes have 6een or will be made in the original plans and specifications and any suspension or abandonment has not exceetletl one (1) year. If changes are made or if suspension or abantlonment racceetls one (t) year, full fees shall be paitl for a new peimit. (4) No work of any manner shall be done that will change the natural Bow of water ceusing a d2inage problem. (5) Contractor shall notiy the Building Inspector lweMy-four (24) hours in advance for all inspections and shall receive written approval on inspeclion cartl 6efore Yui wive phases of ihe ob. (8) or ihe approval ~draings and specifications shall not be construed to Ee a permit for, nor an approval of, any violation of Me provisions rdinance, law, rule or regulaUOn. e Chief Building Inspector DcrARTMENT OF PLANNING AND DEVELOPMENT Building Permit Num'-,=r : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE Da;e . WHEAT R1DGE, CO 80215 AppLICATIo N Prooerty Owner : CLmC~, Gum °roperty Address : 3"`~J S(~v'PC22yx ~ v l/~-~ Contractor License No. : ~ Company : P-Q-00- 1..l~uvlC7 l,i~JS ~4- OWNErZCONTRACTOR SIGNATURE OF UNDcRSTANDING AND AGREEMENT I nereby certify that the setback tlistances proposed by this pertnit application are aecunte, and do not violate applicahle ordinan[es, Nles or RgutaGOns ot the Ciry of Wheat Ritlge or covenants, easemenis or restnetions ot rocord: that all measurements shown, and allegations matle are accurate; that I nave reatl and agree to abitle by all contlitions printeC an Nis aopiieanon, and that I assume full rcsponsi6iliry tor complunce with the Wheat Ridge Builtling Coae (U.B.C.) and all ottier applipole Wheat Ridge artfinances, for work unCer this pertnit Phone : Phone: 36 3-517& _00y~ Construction Value : Permit Fe= : Use Tax : (OWNER)(CONTRACTOR)SIGNEQ~{I(3~GUUns~ &AIOS"~I" DATE R-- 01 USe: Description:' ~l a 11 ~ ho 0-~ ✓xOckG11'S~! BUILDING DEPARTMENT USE ONLY A?Proval: Zoning : w n Emma Approval: t~ubj ammon-M Approval: Occupancy : Walis Electrical License No : Company : Expiretion Date : Approval : Roof Piumbing License No : Company : Expi2tion Date : Approval: Mechanical License No : Company: Expi2tion Date : Approval: (1) 71va oertnn w+s wuaa m a¢aaaa .am e,. (2) TTn Damst ana4 ~(A1 tl~s wwk p~' cOtrwD ° ~ a~~CrtytM uwa of ine Sute of Cabraee ana ro M:artp acarwoneC ter a pOnop p} 120 Oayy. au'"'ma*d n~~*d WINn " (60) arys hom iawe Eate w(B) Te DuiWinq aulnonzetl o aufpeneeC or (7) Iw+9~l pans's~W ~ipp~p ~P ~sian aa ~ ~ arnamn namalh PoNaaC ro W^9~ naya Wm a riu De meae n e~e 4Omi Yeu. NY Ms fIW 0e ObC fa i rMw pen1~1, ~M me (1) Ytar. tt Uutgey an m~0a a il wspenfmn x a0a~aautwM No work W aM mannar Wp 4 0on~ tlut wi0 ~f Wq~ IM NWral Ilow (5) ctor nq wata eauau~9 a Erainaqe qoWMn pneMdi ~~'"~s~ ~Y-~+R4) Mma n of +evance tar W naueeorau ana anau rwiv~ rmnm appwy m+nweuon ad WrapenrAt ~ (6) ~ ~amEes v uy ~ ahaE nol W py1sbuaC b Wa pe~mt br. rwr an aPPaal of. a^Y vqlaEa~ of O~e Mwoqns SIC Sq. Ft. : Stories : Residential Units : 1 g~ zlla7. `7 Total : }'i-Q2A.,2,~ r Chief Building Inspector z T e m n 3 O N 10 `E x w a d m C7 O ~ x N ~ O X N rn a w 0. ~ ~ w y O v~ O ~n o OoO W = o= 00 0 00 I / . ~ ~ . . A ~ I ~9 Qy 3 c ~ at n ao = A S k < ~O A p~ a' o2 ~ Y < I~ ~xc~dN d ' I ~ aN V~i I w ww~ ~ ry 7 ~ ~ y ~ H y • rCf y w ~ < ' O p a ~ ~n ~ A"ti " Y CS E m xnc - wnw ej a ~ rn mo a~r n a~ I I ~ i ~^C7o ~ I a b ry ° a aa~c w ~ 'e A G~ A ~ ~w a f. ~ o ? n o z W w ~ 0 p N N ~ O~ ~ ro p000 R o ~NO~N fD m N N ekt N 'o~o o~o p 000 0. 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RyaC~~lifaC)~o~ ~C w8 M ~+E d yCH =Jv d ~ y i-I W fD ~ryJ ~rt ~~•~-N n~^ ~ 2 ~ W N•• ~ W N C.~ 0 =A~^y ~G =A~'m o ❑ ~ •-~3 v, -3El wtsr w'n" m ax~ax;~C~a » O ~ R O P' tbo ~ t~yy n' a ny a fro - ~ C 0 0 0 0 ~ p p~ p~ ~I ~p A A ~p J J p Oo Oo b p000 p?O0oo . 0~ p0~00' ~ 0 oNO00o I o AOA o 0~00~ o NON f~D ~ k N N ~ is Vi oo Oo J J A A O 0 0 ~ ~ J J Oi00~ 0 0000o I O NON O POA V+Ow N O N ~ G A O A Oo O oo Oo O oo b 0 n c ~ A ti b a G 0 a N 't z 0 0 A A A b o o 0 0 0 ~ , ~ m m m ~ i fD d ZG I G .C . W C ~ ~ ~ ~ ~ ( ~ ~ " Y O T d O N ~ O eD O t0 ~ O E ` ' O ~ r~ ' at M w# 7L C ^It n m 3 o ~o ~.r om ~om ~ • av . S .J w xff°C _ o A~ p ID ~ p e A <C ^ « N M C1 J I l V V] w I ~y- ~ N~'V A, IJ T7 ~ N 'l7 PN y (A ^t tn A ~ ~d 7?°'x_? ro o g o ~ ~ .y G d ^ x ° ~ ` ro r7 N ~ . C.l I ~ C9x❑ ~ L x ,Tj^ ' K x N[n~~v ore ~v~;sm o ; " v~ ' ^ ~ 7' ! J ~ ~ ~ U y~ V] ' C fD N ~C]ofD ~.,5~f~C)o@ " m ' 'O ~!m ro ~ w ' - r A A 7 yG, io Oi W W} A J. m ~ ~ a . ~ - d ~ ~ ~ p• ~ O ~ N w ~+C4 ; r Fx~A~w fx~.. o J~an`~'` ~ n ~ a wv~S wQ ~ ^ac pw8 w YS ~ ~;~FrN ad~ ~ , q o w ~..7 m~En y d ~ ~5 ro I I a o w a 7 ~ P. = w ~ . ~ ° A I C R ~ 0 0 0 0 0 - " ~ I p N N V~ O Vi i, O w O W O p N O N O A p T 0 0, ~ . p~v O N 'L "S p 0 000 II p o Q~00~ o wpw o-~O- fD x I ~ ~ ~I 000 NON NON ~OT NON (S , 000 000 OoOOO NON AOA u+OW ~ 00, ~OJ O~ C z 0 N lo 'o io 0 0 ~ w ~i+ I m y H y cn YYY...rrr...III rn I I Q '.,Q I Q ~ Q I i r~ r~ m rT I~ rT ~ r~ rT ~ o m o m o m o m e m o m ~ u o . o.- 'o; i.._. O N ~ d ~ N N A m 'd C~7 a, , ^ m O p d ~ ~ A W ~ V d d J O I [i1 I A 7 PC S N ~ w ~ m I x v w N A ~ a n 7 ^C ~ C~ ~ ao ❑ i ~ h I ~ 0 p pA A pNON p000 p~10J pO~OO~ ~ I V~O~n i O ~ „ O o 000 I o~IOJ o 000 0 000 ' o~O~ 0 000 fD p_ NI 000 I 000 . O ' DG ~ I w w f^D d U Vi I F-F+ A A W W N N ~~I ~ N N ViOV~ ~D ~D AOA N N ~Otn N N 000 N N ~+Ow ~ ~ ~OOO O. TI O O O O O O J O J O O O O O O O O O O O O O O O O~ O O O O O O O O O ~ C 0 n 0 ~ ~ Q \1 ~ ~ ~ c~ ~ 0 3 7y w 7 0. `G ~ G N .'9 N b O ~ G~ rt ~ ~ ^CJ N C) 0. M z 0 A ~ A A b ~o ,lo y y I rl l~l ~ rl FN C R ~ C fD p W ~ • F+ I N • F+ N N i ^ y I ~ m N O Ci7 ~ O p z ~ 0 I c o I Q ~ C vro ' ~ ~ y W n ~ L~ I ^ y I ~ O I ~ ~ Q v ' ~ 0 0. ~ I ~ N 0 o a o N M ~ h ~ A 0 A 0 A a . ~ N N N aq' w w 7 ~ N y ~ ro b7 ~ ~ ry ~ ^ o ~ w a ~ 0 0 C ~ rl t~ H rv 0. O ~ a C M^ ~ \I ~ b ~ t"i ~I Iti O'I O ~ ~ C T ~ N O 7 oc • N 1 d LI ~ R ~ ~ H ~ d H f~ .w. O b o ~ v~ F m ^tl 5' o m' J » ~ G 5 N n ro :y w ~ , ~ I ~ c~i~ ~ . ~ O~ O~ . p J J . p O O p tn tn p oo Oo b p000 p~Oln pv~OVi , 0000 p000 p~0~ ~ O: a~ ~000 o000 0 000 000 0 000 000 o o00 0 000 c 000 fD m . ~ . o O n C~J - ~ ti m ~ ~D ~O ~ ln tn t/i ln • ~D ~D W w ~ •u Q~ p~ J J O O ~ ~ ~ ~ pl i i O 0 O o~ ~ O C o00 O O O , 000 . O O O o00 O O O 000 O O O 00o ~ a rn c a m z O A A ~ ~ G O G ~ H ~ O n ~ n N O N 1 W ~ w C ~ ~ rv 7~ w ~ a ~ G~ ❑ ~ ~ ~ ~ ~ C7 ~ w ~ w ~ m ~ 77 m '27 ~ ~ 6 "tl G ~ m ~ n ~ ~ 7 C m ~ ~ ~ rv ~ 'i) m w ~ z'T N~ w w d d G O C0 L~ k'~ c ° a , , . ~ y ~ ~ c K~~ w Q i ' k o. ~3 LS O ~ ~ ~ ~ T. ~ ati U ' O~ .t V] O ~ ^ C y^ C K O ~ ~ .J~ ro.o 'b C~, m wn~ . . ~ y ~ , ,.o vi w in 0 0 0 0 0 0 ~ G rv ti z ~ ~ ~ ~ ~ 0 ~O ~l O o0 0o N Nir~ .ANiO ? A ~ O tn tn J.-• Q~ G~ ~OAAANw JO~I A Oo~]tnJOOO ~10J N v~OJOU+~ ~OV~ ~ i, ~ . . . . . m~ . ~n . . . , . - DEPARTMENT OF PLANNING AND DEVELOPMENT Buiiding Permit Number : 10156 ~ BUILDING INSPECTION LINE - 303-234-5933 ' CITY OF WHEAT RIDGE Date : 2/24/00 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 3550 PARFET ST Phone : Contractor License No. : 17667 Company : Jebco Heating & A/C Inc. Phone : 573-7300 OWNER/CONTR,4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit application are accurate, and do not violate appiicable ordinances, rules or iegulations of the Ciry of Wheat Ridge or covenants, easements or restridions of record; that all measurements shown, and allegations matle are accurate; that I have read and agree to abide by all condkions printed on this applieation, and that Iassume full responsibility for comphancewith the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat ftidge ordinances, for work under this pertnit. (OWNER)(CONTRACTOR) SIGNED DATE Use: Description : Install Teledyne Laars JVS-125 boiler and zone valve & thermostat for separate control of workroom behind garage Construction Value : $4,154.59 Permit Fee : $111.25 Plan Review Fee : $0.00 Use Tax: $62.32 Total: $173.57 Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company: Expiration Date : Approval: Expiretion Date : Approval : Expiration Date : Approval : (1) This pertnilwas fssuetl in RegulaUons and Building (2) This permit shall explre if abandonetl for a penod o (3) If ihis pemiit expirea, a nE (4) No w0ilc of efry mennef 8118 (5) Contrector shall rwdy the B proceetliing with succesaivt (e) The issuance of a pertnit or ~iM the provisions sel foM In yopur applicadon and is sub1'ect to the laws W the Stale of Colo2tlo antl lo the Zoning it Ridge, Colorado or any other applicable oMlnances W Me CKy. uthorized is nol eommenced wtthin sixty (80) tlays M1om issue tlate or (B) the bullCing authorizetl is suspended or be acquiretl for a fee of one-half the amount rwrmaly required, provided no changes have been or will be made in the y suspension or abantlonmenl has not exceedetl one (t) year. If changes are made or if suspension or abandonment pald Tor a new pertnil at will change the natu2l Ilow ofwater eausing a tl2lnage proDlem. I3cWr twenry-four (za) hours in atlvance for all inspections and shall receive written approval on inspection card hefore he1'ob. J of tlrawings and specificatlons shall not he conshued to be a permtt for, nor an appmval of, any viola6on of the provisions ance, law, rule or repulatlon. ~~~o V7 DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : Date : ~ Property Owner : e ~ Properly Address : ~5Z Phone : Contractor License No. : Company Phone : 7W OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREWENT Construction Value i . Z//~~ ~ I hereby certify that the setbaUC distances proposed by this pertnR apPliwtion are accurate, P@frtlil FeE : and do not violate applicable ordinances, ruies or regufations of the City of Wheat Ridge or covenants, easements or restrictions of record: lhat all measurements shown, and allegations made are accurate; that I have read and agree to abide by all wndilions printed on this USB T3X : application, and that I assume full re pons ity for compliance with the Wheat Ridge Building Code (U.B.C. and all olher appliwb t Rid e o nances, for work under this d. ) ?ctal : 3 , ~ (OWNER)(CONTRACTOR) SI ED DAT US2 : De criPtion~ L DEP M SE O . SIC : Sq. Ft. : Ts9 40UI e_ Approvai : Zoning : BIIjR1i_ : _ en,~ Approval : PIIblM, - ~ Approval : Occupancy : Walls : Roof : Stories : Residential Uni[s : Electrical License No Plumbing License No : Mechanical License No : Company Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approvai : (1) This permd was IssueC in acwrdance wifh the provisions seI 1oM in yopur applitatlon anE is su0jea lo the Wws of the SUte of Cdo2EO anE to Ne Zonirig RegulaUOns and Buil0in9 CoEe of VJheal RiOge, CdoraOO w any otner aODllcabie adinances of Ne Ciry. (2) This pem+it shall empire A(A) the work auNOnzeU is rat commenceG wiNin si>ty (60) Eays tmm issue Date or (B) the DuilOinq aullhoAZed is susperWeE or aDanaoneE la a penoG o(120 tlays. (3) If this pertnit expires, a new permrt may Ee acQUireE lor a fee ol onrtuil the amount namaiy reQUireE. pmviEetl no changes have Eeen or will Ce matle in the wiginal plans anE speci5ratioos anC any suspension w aDaMOnmenl tus not exceeEeC one (1) year. II Uanges are maCe a H suspension or aOaMOnment ezceeES one (1) year, full lees shall be paitl /or a new permit. (4) No work of any manner 5ha11 De Gone Nal vnll chanqe Ne na W ral fiow ol water fausing a C2inage pmblem. (5) Convana snan ratiry the BuiWing mspeUa twenry-lour (24) twurs in a0vance for an inspeNOns anG snall receive vrtrtten aDProval on Inspeaion wrE before proceeEiinq wM successive phases ot Ne pb (6) 7Te issuance ol a pertnll or U~e aOGroval o/ 02wirgs and speafiwtions sfull not De con5trueE to De a permit lor, rwr an approval ot, any Wolation ol Ne provislons o/ the Euilding mCes ot any ol0er wtlinance, law. rule or regulaGon. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION , DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 10157 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 2/24/00 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 3550 PARFET ST Phone : Contractor License No. : 18121 Company : The Electri-Serve Corp. Phone : 892 0027 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback disWnces proposed by this pertnit epplication are accurete, and do not violate applicable oNinances, rules or regulations of tha Ciry of Wheat Ridge or covenants, easements or restridions of record; that all measurements shown, and allegations made are accurate; that 1 have read and agree to abide by all wndRions printed on this application, and that I assume full responsibility compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat~ga ordinance~s!tor work under this perm@. (OWNER)(CONTRACTOR) SIGNED / UKC C L1V_.WA&C~pATE-Z--- Description : RECONNECT BOILER Construction Value Permit Fee Plan Review Fee Use Tax Total $275.00 $23.50 $0.00 $4.13 $27.63 Use: BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval: Zoning : Approval: BG Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company : Expiretion Date : Approval: Mechanical License No : Company: Expiration Date : Approval : (1) This permit was issued in eCCnrtlance wiM the provisions set forth in yopur applicatlon and is sub1'ect W the laws ot the State of Colo2do and M the Zoning Repula6ons and Builtlin~ CoCe of Wheat Ridge, Coloretlo or any other applicable oMina~es of Na City(2) This pertnit shall ezpire d(A) the vrork authonzed is not commenced within siaiy (80) days trom iasue dete or (B) the Euiltling auMOrized is suspentletl or abandoned for a periotl ot 120 days. (3) If this pertnit ezpires, a new permtt may be acquiretl for a fee of one-half Me amount nortnally required, provltletl no changes hava been or wlll be made in the original plans antl apeciflce6ons antl any auspension or abandonment hes not exceeded one (1) year. 1f changes are made or if suspension or ebandonment exceeds one (1) year, full feas shell be paitl for a newpe rmit. (4) No work of any manner shall ba Eone that will change flie nalurel fiow o( waler causing a tl2inage problem. (5) Contrector shall notNy the BuiWing Inspector lweMy-four (24) houB in advance tor all InspecUons and shall receive written approval on inspectlon card before proceetliing with succesaive phases of the1'ob. (6) The issuance W a pertnit or the approval W tlrewings and specifi,cations shall not be consWetl to be a permit for, rror an approval of, any violation ot Ne provisions ot the bullding cotles qr any other orUinance, law, rule or regulaUon. DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 ~ CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : Date : Property Owner : K(~ K e, Property Address : 3~6 Plione : Contractor License No. : ~gi 2f Company : F(QLtV.I - JP"v~° co rtO Phone : 3,:;g sqZ,.coy7 OWNER/CONTR.4CTbR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certAy that the selback distances proposed by this permrt application are accurate, and tlo not violate applicable oMinanees, rulea or reguladona of the City of Wheat Ridge or covenants. easementa or mstnGiona of recortl: that all measurcments shown, antl allepations matle ara aeeunte: that I have road and ayroe to abide by all wndkions Drinted on this appliwtion, anC that I assume (ull rosponaibiliry for complianee wrth Me Wheat Ridge Building Coda (U.B.C.) antl all other applicable Wheat Ridg r i ees. for work under this e (ONMER)(CONTRACTOR) SIGNEDDATE Description BUILDING DEPARTMENT USE ONLY Z~ilfl~,~` Approval : Zoning : BIDldliisr~BH~~ti~ _ Approval : Ppbl[~`Mf 7l'1IU81nTINihTsw Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No :+8 ( 2f Plumbing License No : Mechanicat License No : Company Oe~4n _~A,,,(e Corlo Company : Company : Expiration Date : 6cpiration Date : Expiration Date : Approval: Approval: Approval: (t) Thia permit was IasueA In aasrdance wiN the proviswns wt foM in yoWr +OWmow +nd is u+Ojxt ro Na iaws of the Sup of ColoraEO antl ro tM Zoninq Raqulauons antl Builtlirp Coaa M NTeat RiCqe, Coloratlo or any oNSr applicable ominancas W Ne Ciry. (2) Thia permn shan ezwrc tl(n) tl+e wwk autnonzetl u not commenna witnin sixty (60) aays hom iasue oata a(e) the Ouiitling auUwnzed is suspentletl a abanaonetl for a parwtl m1zo aay.. (7) It thia permlt axpiroa, a new pertrut may Oe acpuiretl lor a fee o1 on~hatt the amount narmaly requiraE. orovWetl no charqea nava bean «wiu W maEa in Me onginal plsns anE 5pxifinti0n2 aM a`ry wspsnaion or aban0onment has not ezceeEatl ons (t) yaar. II Uunpes are maas « if susponsm w +bandonment excsetla one (1) year, lull fses shall De paid lor a new pertnil. (0) Nb wOfk Of 2ny men0!! Ehell 0! OOM Net Will CM2nqe Ole neNlel IIPN of Wetx fauSing e EfelMge pf001lm. (5) ContreCtof Sltall nobfy tIle BuilCing InsplCtor IWenN-lou! (24) h0urs m atlvante tor all mapeCtlOns antl thalllpGervp wntlen epproVel Dn inSpeCtion qrtl Oelore proceetlimg wiili wcCnssive pnasea of the joD. (6) T~e issuanca of a permlt or the aDGravel ol tlrawings ar+tl speeifiw4ons shall Oot Oe wnstrueQto Ge a partniFlor; nor an appmval of, any viWauon of tne provisions of Ne builtly e~.pr ii7oNer utlmance, lad. rule cr regulabon. ' Construction Value : 27f_ad Pertnit Fee : Use Tax : Total : Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND M/kYOR CALL:. 234-5933 24 HOURSPRIOR TO INSPECTION