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24 Hillside Drive
City of Wheat Ridge E -Res. Water Heater Replcmnt PERMIT - 202100490 PERMIT NO: 202100490 ISSUED: 03/11/2021 JOB ADDRESS: 24 Hillside Dr EXPIRES: 03/11/2022 JOB DESCRIPTION: Replacing 199k BTU tank -less water heater in basement. *** CONTACTS *** OWNER (303)232-3528 FLETCHER EUGENE E SUB (303)766-7500 ROBERT LOGAN 021818 PLUMBLINE SERVICES LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2404 / APPLEWOOD KNOLLS, PARAMOUNT HE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 71167.00 FEES Hot Water Heater 255.01 Total Valuation 0.00 Use Tax 150.51 ** TOTAL ** 405.52 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2018 IRC & 2020 NEC. Smoke alarms shall comply with 2018 IRC Section 134. Interior alterations, repairs, fuel -fired appliance replacements, or additions, any of which require a building permit, occurs or where one or more rooms lawfully used for sleeping purposes shall have an operational carbon monoxide alarm installed within fifteen feet of the entrance to each room lawfully used for sleeping purposes. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge E -Res. Water Heater Replcmnt PERMIT - 202100490 202100490 24 Hillside Dr ISSUED: 03/11/2021 EXPIRES: 03/11/2022 Replacing 199k BTU tank -less water heater in basement. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any pplicab e code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 03/11/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: General Permit Application Date: Thursday, March 11, 202110:57:28 AM General Permit Application This application is exclusively for Scopes of Work that do not already have a specific form. YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Is the property Residential Residential or Commercial? Property Address 24 hillside Dr Property Owner Name Gene Fletcher Property Owner Phone 303-232-3528 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" CONTACT INFORMATION permits@plumblineservices.com Submitting General Plumbline Services Contractor or Architect Contractor's License 021818 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contract Phone 303-549-5054 Number (enter WITH dashes, eg 303-123- 4567) Contact Email Address permits@plumblineservices.com Retype Contact Email permits@plumblineservices.com Address 01:K161CiI91 ffl0N]ayOLib]N:/ Detailed Scope of Install Navien 199k BTU tankless water heater. Remove Qty 2 Work - Provide a -50 gal gas 40k BTU power vent water heaters detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc. Square footage of 1ox10 scope of work Location of work Basement (backyard, on roof, etc) Project Value (contract 7167 value or cost of ALL materials and labor) Upload Engineer letter, Field not completed. other documents on 8 1/2" x 11 " Upload Asbestos Field not completed. Report if triggler level is met per CDPHE regulation. Upload Drawings 11" x 24 Hillside Dr Gas Plan ina 17" or larger SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have 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 Carolyn Larson Permit Email not displaying correctly? View it in your browser. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Residential Mechanical PERMIT - 201901964 201901964 ISSUED: 09/16/2019 24 Hillside Dr EXPIRES: 09/15/2020 Replace 120K BTU, 96% efficiency gas furnace in basement; Replace 4 ton, 14 SEER AC in backyard with reconnect *** CONTACTS *** OWNER (303)232-3528 FLETCHER EUGENE E SUB (303)659-3400 GEORGE DONALDSON SUB (303)659-3400 GEORGE DONALDSON 180142 FIX IT 24/7 HOME SERVICES, INC 180142 FIX IT 24/7 HOME SERVICES, INC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2404 / APPLEWOOD KNOLLS, PARAMOUNT HE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 21,000.00 FEES A/C Replacement 60.00 Furnace Replacement 40.00 Total Valuation 0.00 Use Tax 441.00 ** TOTAL ** 541.00 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2017 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. City of Wheat Ridge Residential Mechanical PERMIT - 201901964 PERMIT N0: 201901964 ISSUED: 09/16/2019 JOB ADDRESS: 24 Hillside Dr EXPIRES: 09/15/2020 JOB DESCRIPTION: Replace 120K BTU, 96% efficiency gas furnace in basement; Replace 4 ton, 14 SEER AC in backyard with reconnect 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 Ian legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, 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 changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinancg or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Buildinj Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Kimberly Cook From: no-reply@ci.wheatridge.co.us Sent: Monday, September 16, 2019 8:39 AM To: CommDev Permits Subject: Online Form Submittal: Residential Replacement Air Conditioner/Evaporative Cooler Permit Application Categories: Kim Residential Replacement Air Conditioner/Evaporative Cooler Permit Application This application is exclusively for RESIDENTIAL REPLACEMENT AIR CONDITIONER OR EVAPORATIVE COOLER - 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 residential replacement AC or Evaporative Cooler like for like? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address Attach Credit Card Authorization Form - **DO NOT ATTACH RANDOM DOCUMENTS** 24 Hillside Dr Gene Fletcher 303-232-3528 Field not completed. Permit apllication 24 Hillside Dr.pdf CONTRACTOR INFORMATION Contractor Business Fix -it 24/7 Name Contractor's License 180142 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 30-3659-3400 Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address gfruendt@fixmyhome.com Retype Contractor Email Address DESCRIPTION OF WORK What type of replacement unit are you installing? How many tons is the unit? For AC - what is the SEER? For Evaporative Coolers, what is the CFMs? Where is the unit located (for example, rooftop, backyard on ground etc)? gfruendt@fixmyhome.com Replacement Air Conditioner 4 14 backyard on ground Is electrical needed for re- Yes hook? If electrical work is being performed, you must provide electrical contractor's Wheat Ridge license no. and scope of work. 180142 disconnect/reconnect Project Value (contract 4500 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT z I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Gayle Fruendt Permit Email not displaying correctly? View it in your browser. Kimberly Cook From: no-reply@ci.wheatridge.co.us Sent: Monday, September 16, 2019 8:35 AM To: CommDev Permits Subject: Online Form Submittal: Residential Furnace/Boiler Replacement Permit Application Categories: Kim Residential 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 Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address Attach Credit Card Authorization Form - **DO NOT ATTACHED RANDOM FORMS** 24 Hillside Dr Gene Fletcher 303-232-3528 Field not completed. Permit apllication 24 Hillside Dr.pdf CONTRACTOR INFORMATION Contractor Business Fix -it 24/7 Name 4 Contractor's License 180142 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 3036593400 Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address gfruendt@fixmyhome.com Retype Contractor Email gfruendt@fixmyhome.com Address DESCRIPTION OF WORK What type of unit is being Furnace installed? Number of BTUs 120000 What is the efficiency 96 (%) 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 16500 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit 5 has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Gayle Fruendt Permit Email not displaying correctly? View it in your browser. �'��s►n� �Q. INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Occ—XIS 61tE' . 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 Wall Sheathing Concrete Encased Ground (CEG) Foundation / P.E. Lefler Mid -Roof Do Not Pour Concrete Prior To Annroval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing nn Not Cnver Underaround or Below/In-Slab Work Prior To Annroval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof J %� Lath / Wall Tie 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 occupancy. "For low voltage permits – riease be sure tnat rougn inspections are compieiea Trom ine Tire uisinci ana eiecincai iow voitaye by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather 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: P, /Ldc _Dr Permit Number: 20/'Ioti,� ❑ No one available for inspection: Time ?: `' ` � kMIPM Re -Inspection required: Yes I& When corrections have been made, call for re -inspection at 303 -234 - Date:— 1-2 Inspector:`. DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE �Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: //4 1a Job Address: 1AC _Pbf DO Permit Number: f- ❑ No one available for inspection: Time ``D 'fir PLWPM Re -Inspection required: Yes When cs have been made, call for re -inspection at 303-234-5933 Date: -7/ / Inspector. DO NOT REMOVE THIS NOTICE . City of Wheat Ridge Residential Roofing PERMIT - 201704290 PERMIT NO: 201704290 ISSUED: 07/18/2017 JOB ADDRESS: 24 Hillside DR EXPIRES: 07/18/2018 JOB DESCRIPTION: Residential Re -roof to install Atlas Storm Limited Lifetime asphalt shingles with 60 sq. *** CONTACTS *** OWNER (303)232-3528 FLETCHER EUGENE E SUB (720)933-9946 Tom Sheppard 160129 Sheppard's Total Exteriors *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2404 / APPLEWOOD KNOLLS, PARAMOUNT HE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 22,000.00 FEES Total Valuation 0.00 Use Tax 462.00 Permit Fee 394.50 ** TOTAL ** 856.50 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or 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 K Residential Roofing PERMIT - 201704290 PERMIT NO: 201704290 ISSUED: 07/18/2017 JOB ADDRESS: 24 Hillside DR EXPIRES:. 07/18/2018 JOB DESCRIPTION: Residential Re -roof to install Atlas Storm Limited Lifetime asphalt shingles with 60 sq. I by my signature do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am 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 �pe is ermrt. er attest that I am legally authorized to include all entities named within this document as parties to the work to be rfpand' t t allworktobeperformed is disclosed in this document d/or its' accompanying approved plans and specifications. f SignatureW/6 R or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in thepermit application and accompanying Flans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuanc r g nting of a nffnutshallnat construed to be a permit for, or an approval of, an violation of any provision of any applicable cod ance r i r f this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett �+ v � �6 From: no-reply@ci.wheatridge.co.us Sent: Monday, July 10, 2017 2:S9 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Dane 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? W /c, W lk , ,w— How many dwelling units Single Family Home uG eKf - Vs /17 - are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 24 hillside Dr. Eugene Fletcher 303-232-3528 wheatridge1 @msn.com Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Sheppard's Total Exteriors Contractor's License-L-itt�eten C GQ p9 Number (for the City of Wheat Ridge) Contractor Phone 3039339262 Number Contractor Email Address sheppardspainting@comcast.net Retype Contractor Email sheppardspainting@comcast.net Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing Atlas Stormaster limited lifetime Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 60 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES of all 60 V/ roofing material for this proj ect Provide additional detail R & R roof on house and shed here on the description of z work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract value or cost of ALL materials and labor) 22,000.00 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Chris Sheppard Email not displaying correctly? View it in your browser. 3 Client: Gene & Ann Fletcher 24 Hillside Dr. Wheat Ridge, CO. 80215 Claim # SNY4173001H Sheppards Total Exteriors 5912 S. Cody St. #115 Littleton, CO. 80123 PH: 303-933-9262 FAX: 303-933-4084 www.sheppardstotalexteriors.com gary@sheppardstotalexteriors.com CONTRACT 05/29/17 Phone: 303-232-3528(H) 720-371-6924(C) E -Mail: wheatridgel@msn.com This proposal is to furnish labor and materials to complete the following tasks 1. R & R roof complete on house and shed. Tear off existing asphalt shingle roof down to wood decking and dispose. Inspect decking. Install synthetic underlayment, Install Ice & Water shield at all eaves and valleys. Install all new flashings and drip edge. Install all new vents and pipe jacks. Install Atlas Pinnacle Pristine shingles. All Wheat Ridge building codes will be met or exceeded. Price $22,433.49* ?—e—f a. Upgrade to Atlas Storm Master Class4 SBS modified hail resistant shingles Price No Charge InA, 2. R & R damaged Solar panels. 3. Detach and reset Solar panels. 4. R & R damaged Solara metal pergola's. 5. R & R damaged gutter / downspout. (24.83LF ) 6. Debris removal. * Plus any insurance supplements. Price -44,421-.042* * TL_ Price $4,542.6 Price Price $147.64* Price $131.74* Total 3 ¢;2�-3 .g7.* 9,� 7/ s-•-64 X - ACCEPTANCE: The above prices, specifications and conditions are satisfactory and are hereby accepted. Sheppard's Total Exteriors is authorized to do the work as specified. I/We are the owner(s) of the property. I/We agree that if Sheppard's Total Exteriors needs to seek collection of this debt that we collectively and individually, shall be responsible for all costs of collection including reasonable attorney fees and costs. In addition, any outstanding balance shall incur interest at the rate of 1 '/z % per month or part thereof. Date: Date: 2 I OF, A v City of -ty Dr ge co,MMUNi -VEL(,)PMEN'r 4 FOR OFFICE USE ONLY Date: 1- -24 Or< - 1= Address: M��� Plumbing: W, Mechanical: WR Cij� Liceis Complete all information on BOTH sides of this form WALTER KESKE CONSULTING INC. 8550 W. 64th PLACE ARVADA, CO :4r PHONE (� Live Lod -" Opf voo f Not joBActlak SHEETNO.1-------OF CALCULATED BY Add DAT .,w tAhntwo o q..5too N ove 6e�� M 133 '- 4 = 10165 OX is rX 31,5 (4f ff Amar! NA/0)(0)e Z . (, Moo l F� (dMV 1 oto A44 u A 9)104 u 1n " ,4 ° � t . (o 5y"7- ;x for (4, 1 0-e 5,40 ` > € Pif' 008 f 1 e w 151814 ZI (16 k WALTER KESKE CONSULTING INC. 1 W. 64th PLACE ARVADA,► 80004 PHONE t joB,. f( �t ftL A vy y6 1 1 ra ff leiA cr DATE r TM-9— goof 1 g ; v t, I Oil 1 1*6PI fore 901 ) - ) )f t, hof 6v 3- ? Y10 W :� 4)(5 z� _ I? 5016 a (001t'W )5 'AX" wuA' `•x'( )(` X) �3Vit) ` 16(,M k t ue NON leal V44(d r l'0l?'0y i6l, f , �*il t f ('. 1 t )(b 4ttj t. � ?600 700etc. x j(ciik 0 lr t) " SIP (low" lyr'u o$ off f,� _t, 5�) e' "M 690 li oil - Ll' 30 `v tea() #107 ) U 17' I E�aa �.A�* 1581 '7t 6 , \ti0 LQ .. FOUR SEASONS* her Shield IS ADJUSCABLE PATW COVER SUOVT BUILD the 485` ' ,� Weat 641.5 JAso Sr 0F wo,CO 89229 303-715-9766 CC?� Name: VISIT OUR .PTF: i.Y .fO#A,0OWNR9QAPa.N# !DISTMUTORS "The Clear Choice •Your Next Project" Louvers , Toward Left 0 Toward right -~ Corbeled end A: Mitered End 2-6 Beset Length Lauver Length Roof Pitch / 'AAI. "t past projection E Operators rnnul Motorized of Solara Rafters Length' 1 Rafter OC spacing � A3.. �. Wood beam -X' post ft in OCA Post. ieight.... El Solara 25 aim burn w/post ..c # Amerima f alm beam w/1 2ga insert 1 I Concrete pier req. � ... L 7-89 *X4J Yes U No El Cuff slabp ier Concrete Slab H Floor to !P:� Ht. Solara Color White Cameo L.atte Adobe Chateau grey Wood Grain 24 louver extruded louver La m IZ Colorado Engineers stamp Solara jLouver Patio Cover Address Engineers rWorksheet ot to scale Phone bl Engineered, Roof Load lbs, Wind mph, 2012 IRC Altitude FT 4� 0tON t1S4l i4dgBlt ft✓,ppr r 1 StMOOMAND UTORS v ST. DVNVZR, CO $0223.303-7154777 FAx 303-715-0746 "The Clear Choice for Your Next Project" Louvers LA Toward Left Toward right Corbelled end f A:3 Mitered End - seam Length 0 a to post,projection Operators # Q manual, ---.----.Motorized of Solara RaftersLength after OC spacing �� A3 9-5O Roof bracket attachment Shown A3 Optional wall attachment 3 E)6 w/$ ridge board Floor to HL Wood amX* w/wood past —ft—in O Post Height El Solara 2x5 alrn beam w/past Off: Arn rimax alm beam w/1 2ga insert OC "VVI to edge of slab/deck 3 A3 11 Concrete pier reg. Yes LJ No D Off slabp ler Concrete Slab EngineersSolara Adjustable Louver Patio Cover' and Builders Worksheet Not e Engineered. Roof Load _Ibs, Wind _mph, 2012 IRC Job lame: Address LL , .w phone �." Altitude FT Solara Color White Cameo Lath Adobe Chateau Croy Wood gain Colorado Engineers stamp ���gFO�F't1I¢°IkitttBft� sj t 15814 cc Flashing above ridge 2x8 ridge hoard, attach to Ex wall existing stud wall at each stud wl2-" SDS screws VeA r Beam Support, wlinternal bracket or NU210 hangar for wood beam, A Optional Beam Attachment at Wall 112" x V 0" r ro5r 0 Fire "%Rf "VVeR �OWr Q rua-IN Fuz_w PS 10 k Vtr FUa-IN ISI __ _ _�._-_.�_-�__ - -TV 011 V r 00 r 50MW 11 (e t:.95) cep F05f E3 a om FL MAM 00 � ;� � C —2-00 5AN5 r MAM e 7C IN _ MAM q- Ica hA _ P05f `* IWO Dew C-R E a roof Vo Wry 5000 oew or cE e _ r °0CV O r roof E I to CFOR -10 s C_ Iwo eA,510e_ I h 5cn 11 ,r- g gp p i,.... 4 qN '.7"" PSG"5S C If 2.av:�9. ." 1W'C^ of 1)/ 2'-1'-0** "___v................�. fa"G If/Z-°p,,.,0a" Fp _«..d Flashing above ridge 2x8 ridge hoard, attach to Ex wall existing stud wall at each stud wl2-" SDS screws VeA r Beam Support, wlinternal bracket or NU210 hangar for wood beam, A Optional Beam Attachment at Wall 112" x V 0" MM %-cnC N rTl onc/wood deck post attachment f7o5f O Ila $Zr e5p 5EC-flON Rafter/Beam bracket Of, r(751r Ij 3- 0,37 ALUM C3 4.ii`. ALUM STEEL T POSTS MA ' BE TrtNMEO w f FLEX ALT -_RNATE POST {3C}Q4 36 ALUM. ALLOY OR 40 KSl STEEL) ABUZ custom roof bracket Support beam listing Nouse rafter A of Bracket Attachment 9 ) } 2 are 2AY W O,024" —0.024' 0.0924" W.TA , �" % 6" _ I FOR ATTACHED STRUCTURES 65/8' 3' To Eo3"x8"x 12 Or 96 GA. 'C' BEAM WADER CONNECTIONS 3°xH" 12 <t-0305'? Fitt �. 16 GAUGE it=0.059'5 STEEL C BEAM ry'.. 0 KSI 3-X 880X_J - BEAM WW " SAKE COLUMN <3305` H26 ALK ALLOY) b x 6.51 SIDEPLATES <3004-K36 ALUM ALLOYS }a s� x 8' x t2, r� cA. STt. 'c` BEAM SIDEPLATECONNECTION DETAIL Wt W1'- x 6- ALUM, BOX BEA- .. � Arnedm Header (Optional) �t,`,1�4ti�a=�s s„st�t«rf 15814 *cc= Use ,qn bracket t^ two joist Use 4'- 3" SID screws. IONA e1/2 06 � f { Attach ABUZ bracket to tine ° w12--114" Tek screw 3x3 1/4" steel plate A 1 x2 113" steel tube g weld is steel plates c�I u`1 UJ >. E' c)ATE: 3/18/2013 SCALE: SHEET: ro5r 0 Fire "%Rf IN Q Vtr - V 4.10 exr5LAD - OR c I r (e t:.95) F05f E3 a om FL MM %-cnC N rTl onc/wood deck post attachment f7o5f O Ila $Zr e5p 5EC-flON Rafter/Beam bracket Of, r(751r Ij 3- 0,37 ALUM C3 4.ii`. ALUM STEEL T POSTS MA ' BE TrtNMEO w f FLEX ALT -_RNATE POST {3C}Q4 36 ALUM. ALLOY OR 40 KSl STEEL) ABUZ custom roof bracket Support beam listing Nouse rafter A of Bracket Attachment 9 ) } 2 are 2AY W O,024" —0.024' 0.0924" W.TA , �" % 6" _ I FOR ATTACHED STRUCTURES 65/8' 3' To Eo3"x8"x 12 Or 96 GA. 'C' BEAM WADER CONNECTIONS 3°xH" 12 <t-0305'? Fitt �. 16 GAUGE it=0.059'5 STEEL C BEAM ry'.. 0 KSI 3-X 880X_J - BEAM WW " SAKE COLUMN <3305` H26 ALK ALLOY) b x 6.51 SIDEPLATES <3004-K36 ALUM ALLOYS }a s� x 8' x t2, r� cA. STt. 'c` BEAM SIDEPLATECONNECTION DETAIL Wt W1'- x 6- ALUM, BOX BEA- .. � Arnedm Header (Optional) �t,`,1�4ti�a=�s s„st�t«rf 15814 *cc= Use ,qn bracket t^ two joist Use 4'- 3" SID screws. IONA e1/2 06 � f { Attach ABUZ bracket to tine ° w12--114" Tek screw 3x3 1/4" steel plate A 1 x2 113" steel tube g weld is steel plates c�I u`1 UJ >. E' c)ATE: 3/18/2013 SCALE: SHEET: z 04 cr- o 0- I ul ti.: 78 w o wo CL t m „„ggg 4 4 ok �,acsraassscs INSPEW INSPECTION RE( Insp ections will not be perfoniied C all the inspection regt,lest line before :0 soar. t. Inspector Must Sign ALI ation Inspections F lUlrsno Slab Reinforcement mm � Caissons C oncrete Encased Ground (CEG) � °oofirrgt t rnwaH P,E, Letter Do Not Pour Concrete Pdor ' I Under g r o und/Slab Inspect ate Electrical (Unde rground� l ...w: c e (Underground) __ w_""—'" d '-' r at r un_ gr err d) M d ltrrnt rr { j0w 1 lrs l b t "sung (f r lta ire Sa �.....r ... u . ...� w.d Do N ot Cover 11 r ` un r Blow /Ire § 1 Roug Inspections D ate is Wall Sheathin Roof Sheathing Lath/ Null Ti [. ough µ i tri I ?ugh der Rough hani al Gas Piping Do Not Proceed Without Rough Framing Insulation Drywall Screw Hard � Final Inspections Date €read �lrwtrral ` ,� V Final Plumbing F inal Mechanical L Roof iless this car Final Building/ Frame Landscaping & barking t Planning ning D pt t ROW & Drainage d Public Works dept � Fire tnspection / Fire Protection Dist, MUJOOLius Electrical Contractor Plumbing Co ntractor Company State License #: Master Wheat Ridge License Signature of Authorized Agent Date Mechanical Contra. i Company Name. Phone: Wheat Ridge License # Signature of Authorized Agent application gs ed by each sub-contractor confirming the • Building Permit Application (Complete Aff highlighted areas) 06«.» *64r (please print): 'NEI _t�L C Phone: SOS - - 4 UOTOMM City, State, Zip ....... .. .. .. Contractor kA 0 wve__ 0 Ibi lat L � 1 02 PREW M 2�k tl�rde I�� #7 l l �qq INSPECTION RECORD Occunancv /T4pe °t V INSPECTION REQUEST LINE: (303) 234 -5933 Inspections will not be performed unless this card is posted on the project site. Call the inspection- request line before 3:00 p.m. to receive an inspection the following business day. Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector ;,;,,� Comments Monolithic Slab Reinforcement Caissons Concrete Encased Ground (CE Footing /Stemwall P.E. Letter Do Not Pour Concrete Prinr Tn AnnrnwnI r)f Thn Ahmm Incr.e H�.� Underground /Slab Inspections Date Inspector Comments omments Electrical (Underground) Sewer Service (Underground) Water Service (Underground) Date Inspector Initials Comments Plumbing (Below/ In -slab) Heating (Below/ In -slab) � - ♦•i civ'��..•a� �u�ra iv vnur• �•/ �. ruuia`/ u/ ci Y. 1• �' 1` UIY: �JY(• li( �7 4iRi: LS�41t �ii.:T- 7• \.T.l7T1f:TSTTS}f_\!T� Rough Inspections Date Inspector Initials Comments Wall Sheathing Roof Sheathing Lath /Wall Tie Date Inspector Initials Comments Rough Electric Rough Plumbing Rough Mechanical Gas Piping .n>.c ru1111A c•rKUa•r/`u gore] ra- \slaws -i ur i.\:�arr- Tr . ..011r:r . - Rough Framing Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Final Electrical Final Plumbing Final Mechanical Roof Final Building / Fram Landscaping & arking / 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. Fire Inspection /Fire Protection Dist. * *Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. occupancy Is ntoi vermlttea until A uertiticate of Occupancy Is Issued Protect This Card From The Weather .1 ♦ i CITY OF WHEAT RIDGE ]�;1% Building Inspection Division (303) 234 -5933 inspection line 03) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE' Inspection Type: ✓ _ -,� < Job Address: j P -:5dT C Permit Number: g ' Z: ' f f ` >7 7 rf ff 9 , ❑ No one available for inspection , -Time AM /PM Re- Inspection required: Yes/ No G J When corrections have been made , cell fo a sg80 "on at 303 Date: / li. / Inspector: DO NOT REMOV THIS TICE City of Wheat Ridge Residential Solar PERMIT - 110997 PERMIT NO: 110997 ISSUED: 08/19/2011 JOB ADDRESS: 24 HILLSIDE DR EXPIRES: 08/18/2012 DESCRIPTION: Install 9.4 kw PV system roof mounted * ** CONTACTS * ** - owner 303/995 -7242 Gene Fletcher sub 970/390 -8772 Geoffrey Vezzetti 11 -0155 Collaborative Electric & Solar ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0676 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 8,500.00 FEES ^ Residential Solar 500.00 Total Valuation .00 AA. '�r�OCY02 ** TOTAL ** 500.00 Conditions: KC: Approved per plans and red -line notes on plans.. Must comply with 2006 IRC, 2005 NEC and all applicable City of Wheat Ridge Municipal Codes. 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 wi hinocument as parties to the work to be performed and that all work to be performed is disclosed in this documAi j /or i companying approved plans and specifications. Signat e f ?VRR or CONTRACTOR (Circle one) Date 1. Th' ermit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to f' ld pection. 6A Si to ' of Chief Building Offical Date I SPECTION 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. L-Ity ot I I ��r-z Wheat f Date: F j�qgc -��)MMUNiTy DEVELOPMENT Building & Inspection Services Division Plan #1 7500 W. 29 Ave., Wheat Ridge, CO 80033 Permit # Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building Permit Application Property Address: 2 V // ? ve JL �� Property Owner (please print): / c= zg Phone: (2c6) 51 - 2;z Mailing Address: (if different than property address) Address: �961 All City, State, Zip: Contractor ce> I-1111- - I - — &Z - Contractors City License #: //0 Phone: Sub,,Coritractotsi - /5-15 bectrica Plumbing: Mechanical: City License City License # City License # e'scilliiil6n�of Ork: S 5rX-pj�-) ont ReviewFe (due at time of submittal): Squares BTU's Gallons _ Amps Sq Ft. $ 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, casements 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 application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE (OWNER) (CONTRACTOR) 1 2.r (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINTNAME: 6S;,1=,)7q Vc- 6C SIGNATURE: DATE: '7 Bldg Valuation: ST FRAMING No. ACE3-11160 RE Date signed: Alpirn St-�J_ar F,'rjergy 783,3 S. C"J.ayton GV&y Centennial, CO �10122 "A vivo., ALzoni:ioc: john Dellepiazzapv Re: Structural War array a. the Fletcher residence at 24 Hillside 0r., Wheat wds -- m� On August 8, 2011 T Samilld and measured the existing roof framing at the 6bove�.J asicanco; lor: the purpose of actormining nhe! structural feadibility of installation o± a roof mounted solar photovnl &ic (PV) system, having a maximum installed weig.t e. 3.5 n d s per sq - Poo (psf. Structural design c rite ri a includes: building code is 2006 Internatibnal Residential. Code URQ as amended by the local building jurisdiction; Snc• 'L load Of 30 POO wind speed As 100 mph, exposbrc C; seismic zone B. The exisLing garage roof framing consists of all 2 4 modified queenpost tr w i , .. : , . , , a 2.1,, Sp, c-,, 119 top chords sloped at a 9:12 pitch, and a 24 span between supporza; at the portion of the housc supporting the solar array, there were 2x6 and 2x? top morn: trusses with a 24" spacing, a 9:12 pitch, and a 24 span between supports. I 10cricOned Computer analyses on several K the speclai trusses and on the racking system supporting the solar array consisting of Snaplillack racking and flashed K-feet secured with 5/16" x A" lag screws. 1 recommend that two rows of rack are installed per row of PV arrays, and thou the maximum spacing between f2ashed L-Ket in 41-0", staggered between the rows, so that adjacent rows d no t bear on the same framing member. To accomplish Lois, YLart all of nhe flashed L-feet on one framing member, and zhen start a row 24" in and the next row 48" in, then space both rows 48" thereafter. This 48" spacing irleets the manufacturers recommended spacing for this in6Lailation's crileria (roof pitch, snow toad and wind speed) . Dear Mr. Engineered for the way you build ... ... Designed for the way you live. P-ok 'Vv�s 0 Et is my opinion zhat the existing roof framing and proposed racking system Installed as r•commended above will be able to support the new PV array havfng a maximAm C ead load of 3.5 us f, along with maximum snow loa% and wind speed specified above, Without the need lot additional reinforcement. Because I am spcc&yjng new equipment by weight, it may be necessary to include product brochures with this report when submitting it to the Wheaz Ridge Butiding Department for an installation, pe riniz-, so that they can rp-late the brocb and the maximum equipmenz weight we have approved for the installation. Inasmuch as the Site review of an existing snucLure for the purpose of observing the sz-ruc condi requires that certain assumptions be made regarding existing conditions, and because some of these assumption may not be verifiable without expending additional sums of money or deszroyinq otherwise adequate or serviceable portions of the building, the client agrees that, except for negligence on the part of the Cngineer, the Client will hold harmless, indemnity and defend the Engineer from and against any and all claims arising out of nhe professional services the Engineer provides. if condizions not identified in this report are discovered during subsequent inspections or repair worn, this engineer should be contacted for appropriate re-evaluation and recommendations. 'I'hank you for retaining Our firm to pczlotm this structural evaluation service. Very truly yours, MARK BENJAMIN, - 2E, SECB Wertified in the practice of structural engineeriQ pies (Provide 3 COpif 00 Your roorer for distribution) "IC 11KIM Maximum Power- P 220 225 230 235 240 245 Watt Class Tolerance- P, C/ +5 0 / +5 0 /+5 01 0/ +5 0/ +5 Maximum Power Voltage - V,,(V) 28.7 29.1 29.4 29.8 30.4 30.6 Maximum Power Current- I 7.7 7.7. 7.8 7.9 7.9 8.0 Open Circuit Voltage - V 36.6 36.8 371 37.4 377 38.0 Short Circuit Current- ],(A) 8.2 82 8.3 8.3 8.4 8.4 Module Efficiency( 0 ,6) 13.3 13.6 13.9 14.2 145 14.8 Valuesat Standard TestConditions STC(Air MassAMl.S.lrradunce lnenw /m; Celitempemture25 °C) TEMPERATURE RATINGS Nominal Operating Cell Temperature (NOCT) 479 °C( ±2 °C) Temperature Coefficient of P - 0.46 % / °C Temperature Coefficient ofVoc - 0.32 % / °C Temperature Coefficient of l 0.011 % / - C 10years limited warranty of90 %poweroutput C F ` 25years limited warranty of80 % power output 63 months workmanship warranty Certified accordingto UI.1703, _ IEC61215and IEC61730 EFFICIENCY MONTHS WORKMANSHIP WARRANTY YEAR POWER 13UTPUT WARRANTY pe 60 REC PE multi crystalline cells i 3 strings of 2C cells - 3. by - pass diodes = High transparency solar glass with a mire flectTon surface treatment by SunarcTechnology beet Double layer highly resistant polyester Black anodized chum Inmm Radox 4 mm smart cable 35 in +47 in for Radox 4mm? twist locking connector IL Fall r. . ions 6555x 3902 x15In 1776ft 396lbs oral Temperature 40. +80 °C In System Voltage 600V oad(UL1703) 75,2lbs /ft'(3600Pa) in Load(IEC 61215) 551 kg /m Pa) in Wind Speed 122 mph(safetyfactor 3) ies Fuse Rating 15A erse Current 15A 6 pecifications subjectto change without notice. _ REC is a leading vertically integrated player in the solar energy industry. REC is among the world's largest producers of polysilicon and wafers for solar applications, and a rapidlygrowing manufacturer of solar cells and REC . modules. REC is also "" engaged in project development activities in selected PV segments. Founded in Norway, REC is an international solar - company, employing more than 4,100 people worldwide. REC had revenues in excess of NOK 9 billion in 2009, approximately EUR l billion and approximately USD 1.4 billion. www.recgroup.com 7 k � j MO /� §� ! � ! m x 7. ( O f � . 3 � - : $ m #� 3 /j9} J. (\ \( f co . . ..: .... . C . . . 3 \ W. CL < }§ ° §� ! � ! m } � ( O f � . 3 � - : $ m #� � [e] enphase E N_E R G Y Technical Brief - NA M 215 Microinverter Installation Rannin The Enphase M215 Microinverter The M215 Microinverter is Enphase's most powerful and efficient model yet. This grid -tied microinverter is compatible with most 60 -cell PV modules (up to 260W) and installs quickly and easily. It works with both three -phase 208 Vac or single -phase 240 Vac . services in North America; voltage is determined by cable type. For detailed installation information, refer to the M215 Installation and Operations Manual and the M215 Quick Zastall Guide at Ihttr: /h wv ,,2nc,haae.co^�. /s u o oor?�,'cfo v') ii l ba cisl Microinverter Compatibility The M215 should be paired only with a 60 -cell PV module. Refer to the Enphase website wv __h e cra nZ.0 r ort/ wn for a list of electrically - compatible PV modules and approved PV module racking systems. To ensure mechanical compatibility, be sure to order the correct Module Connector Type for both microinverter and PV module from your distributor. M215- 60- 2LL -S22 60 cell PV. module MC -4 Type 2 Locking or M215 -60- 2LL- S22 -NA Amphenol H4 Locking M215 -60- 2LL -S23 1 60 cell PV module Tyco Solarlock Locking* M215 -60- 2LL - S23 -NA *Note: Tyco connectors on PV modules can vary in polarity, and either the male or female connector may be positive. Only the MALE positive will mate with Enphase Microinverters with S23 connectors. Be sure to order the correct connector type for both microinverter and PV module from your distributor. As a rule, the electrically - positive output of the PV module always connects to the positive input of the microinverter. However, PV modules come with a variety of labels. For more information, refer to Mating Microinverters with PV Modules for Correct Polarity under the Enphase downloads at „c'a,,V , inn; r , i 1! " u u o, r d ow, !oads 101 Branch Circuit Capacity Do not exceed the maximum number of microinverters in an AC branch circuit as listed in the following table. You must protect each microinverter AC branch circuit with a 20A maximum breaker. R ' 2 7 1771 ' rl'm" CaGnng with droP 10RA ONS spaced at 1,025 meter (90") for portrait Installs 1.7 jJ Enphase Engage CabHing System el enphase E N E R G Y The M215 incorporates DC connectors and an AC connector. There is no integral AC cable on the M215. The Enphase Cabling System accomplishes the AC connection. The Cabling System is a. continuous length of 12 AWG, outdoor rated cable, with integrated connectors for microinverters. These connectors are preinstalled along the entire cable and spaced to accommodate both portrait and landscape PV module orientations. The cable is installed by simply rolling out the desired length of cable and cutting it to size. One end is wired directly into the junction box at the head of the branch circuit, eliminating the need for a separate AC interconnect cable. The other end is sealed from the environment using an Enphase Branch Terminator. The M215 AC cable connectors are then plugged into the regularly- spaced connectors as shown. The Enphase Cabling System is available in two connector spacing options and two voltage types. Depending upon installer needs, the cabling is also available in a variety of lengths. Connector Spacing Options The gap between connectors on the cable can be either 1.025 meters (40 ") or 1.7 meters (67 "). The 1.025 meter spacing is best suited for connecting PV modules installed in portrait mode, while the 1.7 meter gap is best suited to PV modules installed in landscape mode. +- -l.aR5 meter.— n.w - - LaRS ma[er —n. CalAng with drop connectors Spaced at 1.7 PneterS (67 ") for landscape astats �a ?e�sd Voltage Types and Conductor Count Ell M M The voltage types are either 240VAC split phase or 208VAC three phase. All cable connectors bear labels indicating their cable voltage designation. Typically used for residential applications, 240VAC includes four conductors. This cabling should also be used for split phase 208VAC applications. Three -phase 208VAC cabling includes five conductors, and is used for most commercial installations. Because Enphase microinverters output onto two phases, three phase cabling balances the phases by rotating conductor use from one microinverter to the next as shown in the following diagram. In the diagram, the three phases are labeled A, B, and C. A/B E�j C/A Ql B/C Racking Compatibility Engage Cabling is compatible with variety of racking systems. For a list of approved PV module racking es refer to the Racking Compatibility document at ht w w. h wnl Cabling Length Options Engage Cabling is available in shorter lengths with 30 -40 connectors, depending upon voltage type. Longer lengths can be ordered and cut to suit per order. Ordering options include: h7odel Number V Voltage type / C Connector C Connector P PV module A Approjc � < " ��. y �� ' c cotlaa�or # c c�nn ` s sp�c�n9 , E p piitak�on w we�gi � �a �nA L M k y��n �irz + r enphase ✓r N E R D Y Nanning for Cable Lengths and Type The Cabling System is flexible enough to adapt to almost any solar design. To determine the length and cable type that you need, take into account the following considerations: The number of Enphase Microinverters to be installed on the AC branch. Be certain to allocate the correct number of connectors, including extra connectors for gaps and turns. Additional length required to reach from the AC branch circuit junction box to the first microinverter. If greater than half a connector cable interval is needed, it may be necessary to include one (or more) unused connectors in order to span this distance. Unused connectors must be covered with Enphase watertight sealing caps. Additional length required to reach from one row of PV modules to the next. If the PV modules are laid out in multiple rows, the distance from one row to the next often requires additional cabling length. Bend radius.. When planning . cabling turns or loops, you must account for a minimum bend radius of 6.7 cm (2.625'). Multiple sub - arrays. Often, the AC branch circuit may be composed of several smaller sub - arrays across more than one roof plane. In this case, the cable is cut to service each smaller array, and the sub - arrays are connected together using appropriately rated runs of conduit. The transition from cable to conduit is accomplished using an outdoor rated junction box, as required by the NEC and local code. Unused connectors must be covered with Enphase watertight sealing caps. Mixture of PV modules in both portrait and landscape installation. Often, PV installations use modules installed in mixed orientation (both portrait and landscape mode). In this case there are three choices for cabling: 1. Cabling with 1.025 meter spacing between connectors results in cleanest install for the modules in portrait mode. For modules placed in landscape mode, plan for an unused connector between each PV module to achieve the required additional distance. Unused connectors must be covered with Enphase watertight sealing caps. 2. Cabling with 1.7 meter spacing between connectors results in cleanest install for the modules in landscape mode, but requires that any additional cable length between PV modules in portrait mode be coiled and dressed so that cabling does not contact the roof. Again, unused connectors must be covered with Enphase watertight sealing. caps. 3. Another solution when modules are installed in mixed orientation is to transition between 1.025 and 1.7 meter spacing cable options using an outdoor rated junction box. This junction box can be installed to the PV module railing. wo :WJ STRUCTURAL CALC ULATIONS PRE.RAREQ FQ R. YSTE SnapNr°ack Residential Racking System Df.SL NUR._.C?E RFCQ-Rj_ AEE Solar tnr 2155 Redway Drive P.O. Box 339 Redwvay, CA 95560 PROIECT ENO P? Matthew^. Gilliss Taylor 4 Syran ST_PP,L C`i"1JRAL NC?INEE R.,QF P, €Ct G; Michelle M, McCovs>Y-Good, P.E, Taylor & Syfan Valid Through Uect;n4her 33, 2009 Subject to Annual Rayiew & Rei55uan" job No. 7.156 July 30, 2009 MAXIMUM RAIL SPANS BETWEEN STANDOFFS (FT.) Case Conditions Windspeed (Nominal 3 -sec. Gust in mph) 85 90 105 130 150 0 to 27 Degree Pitch 1-5 Building Ht. < 25 ft. 8 8 8 6 6 No Topo. Factors 0 to 27 Degree Pitch 6-10 Building Ht. up to 40 ft. 8 8 8 6 4 No Topo. Factors 0 to 27 Degree Pitch 11-15 Building Ht. < 25 ft. 8 8 8 6 4 Top of Hill 0 to 27 Degree Pitch 16-20 Building Ht. up to 40 ft. 8 8 8 4 4 Top of Hill 0 to 27 Degree Pitch 21-25 Building Ht. < 25 ft. 8 8 6 4 4* Coastal Condition 0 to 27 Degree Pitch 26-30 Building Ht. up to 40 ft. 8 8 6 4 4* Coastal Condition 0 to 27 Degree Pitch 31-35 Building Ht. < 25 ft. 8 8 6 4 4* Mesa Condition 0 to 27 Degree Pitch 36-40 Building Ht. up to 40 ft. 8 6 4 4* 4* Mesa Condition 0 to 27 Degree Pitch 41-45 Building Ht. up to 40 ft. 6 6 4 4 4 20 psf Snow Load 0 to 27 Degree Pitch 46-50 Building Ht. up to 40 ft. 4 4 4 4 4 40 Psf Snow Load * = Must increase lag screw uplift capacity by either increasing embedment depth, or diameter. Contact Taylor & Syfan for Clarification. This chart can be used as a quick reference for looking up maximum rail span lengths based on the the building conditions, but it is to be noted that for any building where a topographic factor is to be applied (tops of hills, mesas, or coastal bluffs) the rail span lengths given are only educated guesses for the given site condition. A structural engineer should calculate the exact topographic factor for this specific site prior to construction. tr O 1r ^' m o t4 [K', c m m O v E z 'ti o u S+ a m Q ro n m, io d r �fn ;�� ZO �a'q ..N�ea ^^�'+3 Fwm'v"�V�°°5.�.. �v mmomm N ry M j � O 0Qp�m �u Do mD ZN<o ;wv a a m 0 7 °,i E,o .�, a a W ❑ mp wn qy gg, .., i „ P'. 5r A O I A N o W Z 'N o S ,;,� 'f 114 b 7. ft Z { O A 1 P S ZO�ZN O C � m D D 'w r`2r _I T! W n F, r_ © 5' �” tlQ ry 10 ' I ��mwm� DO.. z I x =im I m oz� m i•, ,r ,, Oy I �m� A w Z a.. I rz og (n mp0 C <o -4 (n (1l GG:O r m O- O -Z p o o A m ,O 6 3 0 o K:< mm D 1Z 11 11 C m n V n m C Wi r i m av, n# O N O '00 N x II (7 m I I I r Li >m0 T�Z (11 Om ` 'W mm C)m �. < ° N ° , -- u - >>b, A-0 o r m `} "��� rn w 1 z u -Ni M D G D D A m G G n N D AOZ A z O C) Cn O = < —I O OX 'P7 Z.rn == mmmvoDO 3�a N Cn D DD C -G >0 >0 z Oz A O L �. O �O.a� mmmm R Ql pZ D z Z O 1.z == I v cnmo< m N Co OD 0 G) m C) r W � Zz D D I n �7 D Cn r m NN _ W p Dm m t 5 0 �1 N 0 .�7 O c� - m m T N 00� I I ���m Em N )0 �.(7 i i ��mD°ozw o m m O r N W mmv I Ep mD.p ° D -I O I m I Z = bOp �( I D N # I � c p p Z.� c r N i Oz mOCZ n w c Zoo zmm G) III III zQ A N = o z T T N Y z j z 1 MM o IL II II Q m (� C/) m °� zzo 0. r C 2 I I I ° m �'-2 Dom M p om Z'80 zll zll zll m �p m o 0 n O X � p D O N_ 1 11 K M a o n c'� Z �'^ D n Z D n z D 00 < r - Noo O. O Ca Am�;6x O �m ;uX 00. A c N m. Z m1 omD c -4w-I zr c �w- IZ c �n� -Iz � -1-1 �� � I I] N A= N I II = n N r T = V N 1�1 z� mZG) � wa'm� m -0 �.U) � wc"wcn m � - N ` .o� m u D i � Cl) ° (A < �o> <D� mm Gnu mm <v� m_o a m m m in CA cn Cn cn Cn G G G De siqn Calculations for Fletcher Residence Current Carrvina Conductors Modules to Inverters Use On roof, exposure to elements including heat and moisture. Requirements Ampacity, heat- and moisture - resistant Calculations Isc = 8.3 A Code Reference Requirement Value Article 690.8(A)(1) Isc x 1.25 10.375 Article 690.8(6)(1 ) (A)(1) x 1.25 12.969 Table 310.60(C)(4 ) Roof at 140F derate 0.77 for 90C conductor; Amp / 0.77 16.843 Table 310.15(B)(16 ) #12 RHW -2 /USE -2 - 30A 30 Conductor Used #12 CU RHW -2, USE -2 Inverters to Junction Boxes Use On roof, exposure to elements including sun, heat and moisture. Requirements Ampacity, sun -, heat- and moisture - resistant Calculations Code Reference Requirement Listed equipment shall be installed and used in Article 110.3(6) accordance with its listing Conductor Used Enphase Engage cable designed and provided for this use. 11� Junction Box 1 to "T" Use In Flexible Metal Conduit in Attic Requirements Ampacity, Conduit Fill, Temperature Calculations Imax = .9 A AC Code Reference Requirement Value Use Max Amp is Inverter Requirements Ampacity, Conduit Fill, Temperature Continuous Output Rating; Imax =.9 A AC Imax x Number of Inverters 690.8(A)(3) (10) 9.000 Article 690.8(6)(1) (A)(3) x 1.25 11.250 No Derating for Fewer Than 4 Current Carrying Table 310.15(B)(3) (a) Conductors in Conduit 11.250 Ambient Temp of 140F.58 Table 310.15(B)(2)(a) derate; (B)(3)(a) 1.58 19.397 Table 310.15(B)(16) #12 THHN/THWN -2 - 30A 30 Conductor Used #12 THHN/THWN -2 Junction Box 2 to "T" Use In Flexible Metal Conduit in Attic Requirements Ampacity, Conduit Fill, Temperature Calculations Imax =.9 A AC Conductor Used #10 THHN/THWN -2 0 Code Reference Requirement Value Max Amp is Inverter Continuous Output Rating; [max x Number of Inverters 690.8(A)(3) (15) 13.500 Article 690.8(B)(1) (A)(3) x 1.25 16.875 Two Branches in Conduit totalling 6 Current Carrying Table 310.15(B)(3)(a) Conductors; (B)(1) / 0.8 21.094 Ambient Temp of 140F .58 Table 310.15 (B)(2)(a) derate; (B)(3)(a) /.58 36.369 Table 310.15(B)(16) #10 THHN/THWN -2 - 40A 40 "T" to AC Combiner Panel Use In EMT Outdoors Requirements Ampacity, Conduit Fill, Temperature Calculations Imax = 9 A AC Code Reference Requirement Value Article 690.8(B)(1) Imax x 1.25 11.250 Table 310.15(B)(3)(a) Three Branches in Conduit totalling 9 Current Carrying Conductors; (13)(1) / 0.7 16.071 Table 310.15(B)(2)(a Ambient Temp of 10417 .91 derate; (B)(3)(a) / _91 17.661 Table 310.15(8)(16) #12 THHN/THWN -2 - 30A 30 Conductor Used #12 THHNlrHWN -2 Calculations Imax = 13.5 A AC Code Reference Requirement Value Article 690.8(B)(1) Imax x 1.25 16.875 Table 310.15(B)(3)(a) Three Branches in Conduit totalling 9 Current Carrying Conductors; (B)(1) / 0.7 24.107 Table 310.15 B)(2)(a) Ambient Temp of 104F.91 derate; (B)(3)(a) / .91 26.491 Table 310.15(6)(16) #10 THHN1THWN -2 - 40A 40 Conductor Used #10 THHN/THWN -2 AC Combiner Panel thru Point of Interconnection Use In EMT Outdoors Requirements Ampacity, Conduit Fill, Temperature Calculations Imax = 36 A AC Code Reference Requirement Value Max Amp is Inverter Continuous Output Rating; Imax x Number of Inverters 690.8(A)(3 ) (40) 36.000 Article 690.8(B)(1) Imax x 1.25 45.000 No Derating for Fewer Than 4 Current Carrying Table 310.15(B)(3)(a) Conductors in Conduit 45.000 Ambient Temp of 104F .91 Table 310.15(B)(2)(a) derate; (B)(3)(a) /.91 49.451 Table 310.15(B)(16) #6 THHN/THWN -2 - 75A 75 Conductor Used #6 THHN/THWN -2 M Grounding Conductors Combined DC GEC and AC EGC Code Reference Requirement Value Combined grounding Not required to be larger conductor shall be larger of Article 250.122(A) sizes specified by 250.122 Article 690.47(C)(3) or 250.166 Modules to Point of Interconnection Use DC and AC EGC and DC GEC Requirements Ampacity Calculations Code Reference Requirement Value Not required to be larger Article 250.122(A) than circuit conductors #6 Not smaller than 8 AWG Article 250.166(B) Copper #6 Conductor Used #6 Copper Conduit Junction Box 7 to "T" Use Carry (3) #12 THHN/THWN -2 and (1) #6 Ground Requirements Dimensions and Percent Fill Calculations Code Reference Requirement Value Use 40% of Cross Section of Requirements Table 1, Chapter 9 Conduit for Conductors 40% #12 THHN/THWN -2 - Table 5, Chapter 9 0.0133 sqin.; (3) Conductors 0.040 #6 THHN/THWN -2 - 0.0507 Table 5, Chapter 9 sqin.; (1) Conductor 0.051 1/2" FMC 0.127 sqin.; 3/4" FMC 0.213 sqin.; Table 4, Chapter 9 1" FMC 0.327 sgin. 0.091 Conduit Used 3/4" FMC Junction Box 2 to "T" Use Carry (6) #12 THHN/THWN -2 and (1) #6 Ground Requirements Dimensions and Percent Fill Calculations 40% Code Reference Requirement Value 40% of Cross Section of Table 1, Chapter 9 Conduit for Conductors 40% #12 THHN/THWN -2 - Table 5, Chapter 9 0.0133 sqin.; (6) Conductors 0.080 #6 THHN/THWN -2 - 0.0507 Table 5, Chapter 9 sqin.; (1) Conductor 0.051 1/2" FMC 0.127 sqin.; 3/4" FMC 0.213 sqin.; Table 4, Chapter 9 1" FMC 0.327 sq in. 0.131 Conduit Used 3/4" FMC Cr "T" to AC Combiner Use Carry (9) #12 THHN/THWN -2 and (2) #6 Ground Requirements Dimensions and Percent Fill Calculations Code Reference Requirement Value 40% of Cross Section of Table 1, Chapter 9 Conduit for Conductors 40% #12 THHN/THWN -2 - Table 5, Chapter 9 0.0133 sqin.; (9) Conductors 0.120 #6 THHN/THWN -2 - 0.0507 Table 5, Chapter 9 sqin.; (2) Conductor 0.101 Table 4, Chapter 9 1/2" FMC 0.127 sqin.; 0.203 3/4" FMC 0.213 sqin.; Table 4, Chapter 9 1" FMC 0.327 sqin. 0.221 Conduit Used 1" FMC "T" to AC Combiner Use Carry (3) #6 THHN/THWN -2 and (1) #6 Ground Requirements Dimensions and Percent Fill Calculations Code Reference Requirement Value 40% of Cross Section of Table 1, Chapter 9 Conduit for Conductors 40% #6 THHN/THWN -2 - 0.0507 Table 5, Chapter 9 sqin.; (4) Conductor 0.203 1/2" FMC 0.127 sqin.; 3/4" FMC 0.213 sqin.; Table 4, Chapter 9 1" FMC 0.327 sqin. 0.203 Conduit Used 3/4" FMC 0 INSPECTION RECORD Occupancv/Tvpe 'V 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. L SI( P. �-'V. - Fm I ;z1- .Lath / Wall tie . INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS _ DATE INSPECTOR INITIALS COMMENTS: Footings /C NLines Electrical Service Stemwall / crete Encased G Rough Electric Reinforcing hic Rough'Plumbing Weatherpr Drain Gas Piping Sewer SerWater Rough Mechanical Sery ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED _ CONCRETE SLAB FLOOR Electrical (Underground) - Plumbing (Underground) Heating (Underground) FINALS Electrical encr• Men: aauTe :au.•n�aTai�:��:Taya�.7ca.r . ROUGHS Shea .Lath / Wall tie Mid -Roof 3 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 I�...c(( Building Final Fire Department R.O.W E� 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 A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ~r ♦ ~ ~ i CITY OF WHEAT RIDGE r Building Inspection Division 1 (303)134-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: K efte Job Address: 2 Permit Number: t(i{~ I t 41 11.1 / f} i ❑ No one available for inspection: Time A PM Re-Inspection required: Yes r When corrections have been made, call for re-inspection a~3033-234,5933 Date: %t Inspector: n r,. a 1 DO NOT REMOVE THIS NOTICE ♦ 4' CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: eV151 4' ❑ No one available for inspection: Time % /'o ` mj/ m Re- Inspection required: Yes to) When corrections have been made, call for re- inspection at 303- 34 -5933 �li f 1 Date: �( Inspector: DO NOT REMOVE THIS NOTICE ♦ ♦ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line 1~97(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ~ce~,F YgA44 . Job Address: ~ r~lsrcag OR Permit Number: ol: s9'V? 1-b,-VM1e2WQ rod , S€z -.s~Cv e€. ,l f>r~f2 P-r r2 e~~s.~s z r G n1 A~11/ • 0415 l=3 /Cat2 TD sy'< -T /h°/S%'F'C-T•c'r-zJ ❑ No one available for inspection: Time AM/PM Re-Inspection required: No "When corrections have been made, call for re-inspection at 303-234-5933 Date: s /r3 g Inspector: ~r DO NOT REMOVE THIS NOTICE A 4' City of Wheat Ridge Residential Roofing PERMIT - 091849 PERMIT NO:- 091849. :.ISSUED: 09/01/2009 JOB ADDRESS: 24 HILLSIDE DR >EXPIRES: 02/28/2010 DESCRIPTION: Reroof 63 sqs CONTACTS owner 303/232-3528 Eugene Fletcher sub 303/789-1505 'Jennifer Petersen 02-0371 Jenesis.Roofing, LLC PARCEL INFO ZONE CODE: UA USE: :UA SUBDIVISION:` 0676 BLOCK/LOT#: 0/.. **'.FEE SUMMARY ESTIMATED, PROJECT VALUATION: -:.11,151.00. FEES Permit Fee 272.10 Total Valuation Use Tax 200.72~7~ TOTAL 472.82 Conditions: 6 nail installation & mid-roof inspection. required. Board. sheathing spaced more thana 1/2 of an inch apart -requiresplywood overlay on. entire roof. Ice and water.. shield required from eave edge to 2' inside exterior walls. Subject to field inspections_ 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. 'Signature of contractor/owner .'.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 daysfrom the issue date. Requests for an extension must be received. prior to expiration date. An extension maybe 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 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 anew permit. i. No work of any manner shall be done.. that will.. change the natural flow of water causing a drainage problem. 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. The issuance of a permit for the approval of drawings and'. specifications shall not be construed to be a permit for, nor an approval of, any violation o he provisions of the building codes or aryy other ordinance, law, =Is or regulation. All plan reviews subject t ield inspection fifi Signature B/uua i ~ icial date 1 CNSPEC ON,:REQUEST LINE: (303)234-5933 .:BUILDING OFFICE: (303)235.2855 2EQUESr S MUST BE MADE BY 3PM ANY BUSINESS DAY FOR 'INSPECTION THE FOLLOWING BUSINESS DAY. DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: nwil BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : `Gi ( ~(J I t If. 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 APPL'CKTIO N Property Owner : uq& FIZ;f-Gbt w Property Address : I h ((s i, (C_ bi . Phone : 3) 'Z3Z-3 5 Zb Contractor License No.: zb5l ( Company : ews(S Pv` " Phone :;j b 9 -1505 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 eat Rid a mances, for work underthiisns permit. (OWNER)(CONTRACTOR) SIGNED ~v DATE U'1 b-6'1 Construction Value : Et, Permit Fee Use Tax: Total : use: Description : teG-~-D 4 trV1b -eN S- h t\ I ~[n5~ © d t} k~ 1 ~ BUILDING DEPARTMENT USE ONLY ; mq ate m no Approval: Zoning Approval: Pspb w._M _o Approval: Occupancy : Walls Electrical License No Plumbing License No: Company : Company : Mechanical License No Company: Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of t~e City: (2) This permit shall expire ( the work authonzetl is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or . abandoned for a period of 1 120 days. (3) ' If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit _ (4) No work of any manner shall be done 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 proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to bea permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. 06/29/09 08:17:52 City of Wheat Ridge page 1 bp70l-ls PERMIT INFORMATION - 080969 mmackey PERMIT INFORMATION: Permit#: 080969 Address: 24 HILLSIDE DR Permit Type: Res. New SFR Parcel Cd: 39-284-16-027 Permit Dt: 08/25/2008 OWNER: Gene/Ann Fletcher Expires: 09/19/2009 Address: 24 Hillside Or City/St/Zip: Wheat Ridge CO 80033 LAND PARCEL INFORMATION: Zone Cd: Unassigned DO: 1 SetBacks-Front: 0.0 Funct Use: Unassigned Last Zone Dt: Left: 0.0 Subdivision: PARAMOUNT HEIGHTS PA Annex Dt: Right: 0.0 Cant Type: Miscellaneous Lot: Block No: 0 Back: 0.0 Legal: JOB DESCRIPTION: New SF home 20 00 sq It home 840 sq It garage Revised found FEES QTY DOE PAID: Permit Fee 356,983 .35 3,162 .91 3,162.91 Permit fee additiona .00 160 .16 160.16 Plan Review Fee .00 2,022 .77 2,022.77 Plan Review Addtiona .00 33 .12 33.12 Plan review Addition .00 226 .11 226.11 Total Valuation 356,983 .35 .00 .00 Use Tax 356,983 .35 6,812 .47 6,812.47 12,417.54 12,417.54 CONTACTS: owner Gene/Ann Fletcher 24 Hillside Or Wheat Ridge CO 80033 3039957242 gc CL3 Majerus Construction Inc Gene Fletcher Unit#634 Littleton, CO 80123 3037982858 sub Cis Four Seasons Heating Bernie Algard 4896 Marshall Street Wheat Ridge, CO 80033 3034231982 sub CLA Al Bloodhound Electric Loyd Hernandez PO Box 202 Commerce City, CO 80037 3032888744 sub CL8 Confidence Plumbing Co. Inc. Michael Welch 6508 S. Racine Circle Centennial, CO 80111 3036943262 PARCEL INFORMATION: 10 Structure Type RANG 20 Year Built 1954 30 Property Type RESID PERMIT CONDITIONS: Must comply W/ 2003 IRC & 2005 NEC. All foundations must be inspected and verified to the building division by wet stamp letter of approval from the Engineer of Record. APPROVALS: REQUIRED INSPECTIONS STATUS: PERMIT NOTES: 06/22/09 PWF Insp failed. Downspouts not redirected as noted on plan notes. Need gravel at end of driveway to avoid erosio Concrete washout needs removing 05/13/09 JS: Approved. New expiration date is 09/19/2009 05/12/09 GC faxed in a letter asking for an extension. Given to JS for review 12/31/08 JS: Approved basement framing revisions with additional value of 21,487.10. 12/04/08 John Majerus turned in revised plans for basement framing. Given to JS for review. 06/29/09 08:17:52 City of Wheat Ridge Page 2 bp701-1s PERMIT INFORMATION - 080969 mmackey 10/07/08 JS - Plans approved. $122.00 plan revision review fee. 10/02/08 Jon Majerus turned in plans for revision on concrete structural floor in lieu of standard slab. Given to JS for review. 08/25/08 CREATED FROM APPL# 08-0238 07/23/08 JH - OR See attached residential worksheet, 2 street trees required, 100% of front yard (excluding drive and walk ways)must be landscaped and 259 of the overall lot most be 07/23/08 Landscaped prior to issuance of C.O. 07/23/08 Given to DFB for review 07/07/08 Given to JH for review JH: OK per Case No. WA-08-13. Foundation was poured in error per side setback, variance has been granted. See memo. INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO REQ DT INS DT STATUS 1 DMP :Damp/Weatherproof 08-0144 10/17/08 yes KC 10/20/08 10/20/08 INCOMPLETE 2 FRA :Framing Inspection 08-0144 10/21/08 yes KC 10122/08 10/22/08 INCOMPLETE 3 PUG :Plumbing Underground 02-1475 10/22/08 no KC 10/23/08 10/23/08 COMPLETE 4 FRA :Framing Inspection 08-0144 10/22/08 no KC 10/23/08 10/23/08 PARTIAL 5 pug :Plumbing Underground 10/24/08 no kc 10/24/08 10/24/08 COMPLETE 6 pug :Plumbing Underground 10/24/08 n0 kc 10/24/08 10/24/08 COMPLETE 7 CAS :Caie9ons 08-0144 10/31/08 no KC 11/03/08 11/03/08 COMPLETE 8 EUG :Electrical Undergrd. 08-0164 11/12/08 no CCI 11/13/08 11/13/08 COMPLETE 9 GPT :Gas Pressure Test 02-1475 11/18/08 no KC 11/19/08 11/19/08 INCOMPLETE 10 SHE :Sheathing/Sheer Insp 08-0144 12/31/08 no CCI 01/02/09 01/02/09 COMPLETE 11 MID :Midroof Insp. 08-0144 01/20/09 no KC 01/22/09 01/22/09 COMPLETE 12 MRI :Mechanical Rough Ins 01-7790 01/29109 no KC 01/30/09 01/30/09 INCOMPLETE 13 PRI :Plumbing Rough Insp. 02-1475 01/29/09 no KC 01/30/09 01/30/09 INCOMPLETE 14 GAP :Gasline Inspection 01-7790 01/29/09 no KC 01/30/09 01/30/09 INCOMPLETE 15 ERI :Electrical Rough Ins 08-0164 01/29/09 no my 01/30/09 01/30/09 COMPLETE 16 FRI :Framing Rough Insp. 08-0144 01/30/09 n0 KC 02/02/09 02/02/09 COMPLETE 17 pri :Plumbing Rough Insp. 02/02/09 no kc 02/02/09 02/02/09 INCOMPLETE 18 gaa :Gasline Inspection 02/02/09 no kc 02/02/09 02/02/09 INCOMPLETE 19 mri :Mechanical Rough Ins 02/02/09 no kc 02/02/09 02/02/09 COMPLETE 20 GAS :Gasline Inspection 02-1475 02/03/09 no KC 02/04/09 02/04/09 COMPLETE 21 PRI :Plumbing Rough Insp. 02-1475 02/03/09 no KC 02/04/09 02/04/09 COMPLETE 22 INS :Insulation 08-0144 02/04/09 no KC 02/05/09 02/05/09 COMPLETE 23 ins :Insulation 02/04/09 no kc 02/04/09 02/04/09 PARTIAL 24 dws :Drywall screw/nail 02/11/09 no kc 02/10/09 02/10/09 PARTIAL 25 DWS :Drywall screw/nail 08-0144 02/11/09 no KC 02/12/09 02/12/09 INCOMPLETE 26 DWS :Drywall screw/nail 08-0144 02/13/09 no MV 02/18/09 02/18/09 INCOMPLETE 27 dws :Drywall screw/nail 02/19/09 no kc 02/18/09 02/18/09 COMPLETE 28 MLS :Mesh/stucco/lath 08-0144 03/05/09 no MV 03/06/09 03/06/09 COMPLETE 29 PRI :Plumbing Rough Insp. 08-0144 03/17/09 no MV 03/19/09 03/19/09 COMPLETE 30 PFI :Plumbing Final Insp 02-1475 05/15/09 no KC 05/18/09 05/18/09 INCOMPLETE 31 MFI :Mechanical Final 01-7790 05/15/09 no KC 05/18/09 05/18/09 INCOMPLETE 32 EFI :Electrical Final Ins 08-0164 05/26/09 no kc 05/27/09 05/27/09 COMPLETE 33 MFI :Mechanical Final 01-7790 06/02/09 no KC 06/03/09 06/03/09 INCOMPLETE 34 PFI :Plumbing Final Insp 02-1475 06/02/09 no KC 06/03/09 06/03/09 INCOMPLETE 35 PWF: PUblic Works Final 08-0144 06/17/09 no DFB 06/19/09 06/22/09 INCOMPLETE 36 LFI: Landscaping Final 08-0144 06/17/09 no JH 06/19/09 06/19/09 COMPLETE 37 BFI: BUilding Final Insp 08-0144 06/17/09 yes KC 06/19/09 38 PFI: Plumbing Final Insp 02-1475 06/19/09 no KC 06/23/09 06/23/09 INCOMPLETE 39 MFI: Mechanical Final 01-7790 06/19/09 n0 KC 06/23/09 06/23/09 INCOMPLETE 40 bfi: BUilding Final Insp 06/23/09 no kc 06/23/09 06/23/09 INCOMPLETE 41 PWF: PUblic Works Final 08-0144 06/25/09 no DFB 06/25/09 06/25/09 COMPLETE 42 LFI: Landscaping Final 08-0144 06/25/09 no MR 06/25/09 06/25/09 COMPLETE 06/29/09 08:17:52 City of Wheat Ridge Page 3 bp001-1s PERMIT INFORMATION - 080969 mmackey 43 BFI:Building Final Insp 44 pfi:Plumbing Final Insp 45 mfi:Mechanical Final 46 rof:ROOf Inspection 08-0144 06/25/09 06/29/09 06/29/09 06/29/09 no KC 06/26/09 06/26/09 no kc 06/26/09 06/26/09 no kc 06/26/09 06/26/09 no kc 06/26/09 06/26/09 COMPLETE COMPLETE COMPLETE COMPLETE COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: 41f 111f/srvs oRR P x~' t98t 76 7 !~~°.6fC°Ter1~.i When corrections have been made, call for re-inspection at 303-234-5933. Date: Gf r fs~ Inspector DO NOT REMOVE THIS NOTICE mn n X n Z CO) U)m CO) v 5n wi z O 1 Ma M m v C F 0 n m O T o m d S Yl O 3 z ao ~ gg ' ~ 3 d ° ~ N ~ 7 . X . + N T ~ a r 2 b n z S 3 c S m n d cp ~ C 4' C C tG O A m g c a 8 O 0 a~f r. i! i' G G 17 T 3 Q CE v z c m = n 0 8 p1 0 ° 9 F r C Rt n z CD y 0 Z' p to m 9 co 0 i 6 v 0 m ~ C ~ w 0 ~ z D a ~ D r ~ m D m co Z M ~ 0 O 3 ~ " m 1 O 0 w ~n O` O C, C' ~o m a ~ sa ~ 5 (D CL ~e a m 0 n m Q Ih 2 O c y <D Q. O 3 N v 0 3 N 3 N N 3 .dart (D 3 CL tD c 3 H N N CL N N i a O 3 <D a c. N ENE= b ~II e 0 e r rmm Lz; CO) goo 0 room 0 . CO) ~J CASTLE ROCK MONUMENT WOODLAND PARK 950 S. Interstate 25 19375 Beawn Lite Road 321 West Henrietta Castle Rock CO 80106 PC Box 1298 PO Box 5816 • • • • • - Monument, CO 80132 Woodland Park CO 80866 • Ph..: (303) 688-9475 Ph..: (719) 488-2145 Phone: (719) 687-6077 Fax: (303) 814-2454- ` Fax: (719) 488-2895 Fax: - (719) 687-6151 8 Geoietheitol Group, Inc. Serving Colorado Since 1995 October 30, 2008 Job Number: 081-0017 PAUL R. BRYANT, P.E. STEVEN C. JACOB, P.E. • SOIL TTSTMG & ANALYSIS • PERCOWIION REPORTS • FOUNDATIONDFSIGN • SEPPIC DESIGN • STRUCTURALDESIGN • STRUCTURAL CODE PWN CHECK • RESIDENTIAL DESIGN • ROME INSPECTIONS • PROFESSIONAL CONSULTATION • EXPERT TESTWONY • GEO-HATARO SURVEYS • Dfl INAGEBEPORTS Majerus Construction, Inc. 8000 W. Crestline Avenue #634 Littleton, CO 80123 P•#_ Re: Perimeter Drain, Damp-proofing and Void Form Inspection 24 Hillside Drive City of Wheat Ridge, Jefferson County, Colorado Dear John, The perimeter drain, damp proofing and void material were inspected for proper installation. The perimeter drain was of correct size and installed properly. The damp proofing and void were placed in accordance with accepted construction practices. No other inspections or aspects of the construction are covered under this inspection. It is the responsibility of the builder to insure that any pre-requisite inspections have been completed prior to the issuance of this document. We appreciate this opportunity to serve you. Please do not hesitate to contact this office if you have any questions. Sincerely, www.ceggnet CASTLE ROCK MONUMENT 950 S. Intestate 25 19375 Deacon Lite Road Castle Rock, CO 80104 PO Dox 1298 r'lorado Engineering Phone: (303) 688-9475 Me notes, CO 80132 Fax: (303) 814-2454 Phone: (719) 408-2145 Fax: (719) 488-2895 & 6eofeehnical Group. Inc Serving Colorado WOODLAND PARK 32l West HeRiena PO Dox 5816 Woodland Park, CO 80866 Phone: (719) 687-6077 Fax: (719) 687-6151 Since 1995 October 30, 2008 Job Number: 081-0017 PAUL R. BRYANT, P.E. STEVEN C. JACOB, P.E. • SOILTMMG&ANALYSIS • PERCOLATION REPORTS • FOUNDAT[ONDESIGN • SEPTICDESIGN • STRUCTURALDESIGN • STRUCTURAL CODE PLAN CHECK • REHDEN UU. DESIGN • HOME INSPECTIONS • PROFESSIONAL CONSULTATION • E ERTI MIONY • GEO-HAZtRD SURVEYS • DRAINAGE REPORTS WWW.cegg.net Majerus Construction, Inc. 8000 W. Crestline Avenue #634 ©g®~~ cZ Littleton, CO 80123` Re: Caisson Installation 24 Hillside Drive City of Wheat Ridge, Jefferson County, Colorado Dear John, Personnel from Colorado Engineering & Geotechnical Group, Inc. were present at the above site on October 2, 2008 to observe the installation of the drilled caisson foundation. All of the observed caissons were installed as per the engineered foundation design. No other inspections or aspects of the construction are covered under this inspection. It is the responsibility of the builder to insure that any pre-requisite inspections have been completed prior to the issuance of this document. We appreciate this opportunity to serve you. Please do not hesitate to contact this office if you have any questions. Sincerely, -..~/IION V U "f .77 &GeofechniceiGroup, Inc CASTLE ROCK MONUMENT WOODLAND PARK 950 S. interstoie 25 193751ewa Lite Road 321 WestH Wa Castle Rock, CO 80104 PO Box 1298 PO Box 5816 Monument, CO 80132 Woodland Park, CC 80866 Phone: (303) 688-9475 Phone: (719) 488-2145 Phone: (719) 687-6077 Fax: (303) 814-2454 Fax: (719) 488-2895 Fax: (719) 687-6151 SERVING COLORADO SINCE 1995 September 23, 2008 Job Number: 081-0017 PAUL R. BRYANT, P.E. STEVEN C. JACOB, P.E. • SOILTESTWG&"ALYSM • PERCOL TIONREPORTS • FOUNDATIONDEsIGN • SEPIICDESIGN • STRRCTORAI.DESIGN STRUCTURAL CODE PLAN CHECK RESWENTWLDESIGN • Bohm MSPECTIONs • PROFESSIONAL CONSULTATION • nPERTTESTIMONY • GEO-HAZARD SURVEYS • DRAINAGE REPORTS Majerus Construction, Inc. 8000 W. Crestline Avenue, #634 Littleton, CO 80123 Re: Open Hole Observation 24 Hillside Drive Jefferson County, Colorado Dear Majerus Construction, P~ Qe7 Personnel from Colorado Engineering & Geotechnical Group, hic. observed the soil exposed in the foundation excavation at the above address on September 22, 2008 to compare its condition to that which was predicted in the original report. There was no significant variation from the original; therefore the use of caissons has been reaffirmed. An exterior foundation drain is required around all below-grade living space, including the crawlspace and walk-out portions (if any) of the foundation. The garage frost wall is at the builder's option. No deviations from the provided drain detail will be approved, including interior drain, "J-Drain", "Form-A-Drain", or other configurations, without prior justification and written approval from the engineer of record. Concrete may not be placed on frozen ground, mud, snow or ice. Follow all provisions of the original soil report and engineered foundation design. No other inspections or aspects of the construction are covered under this inspection. It is the responsibility of the builder to insure that any pre-requisite inspections have been completed prior to the issuance of this document. Contact this o£ficeyXf yoI} 1 ~ ~i F SineereW C, ✓u y9A ~ . Steven C °J,cob.1?,E F SCJJg any questions. WWW.cegg.net OTEGUI STRUCTURAL SERVICES, LLC PO BOX 620341 LITTLETON, CO BID 1 62 PHONE: 720-981 -5333 f,`J FAX: 720-922-7935 June 24, 2009 Aaron Zimmer T-Rex Architex 146 Madison Street Denver. CO 80206 RE: 24 Hillside Drive Wheat Ridge, CO 80215 Dear Aaron: p.IfvC114F On October 15, 2008 a representative of Otegui Structural Services LLC went to the 24 Hillside Drive residence to observe preparations for the foundation wall concrete placement. To the best of my knowledge, understanding and belief, the installation of the steel reinforcing in the basement walls and the lacement of the void forms are insubstantial conformance with the structural plans. Sincer I . Mich IA. tegui, P.E. Oteg Structural Services, LLC INSPECTION RECORD Occupancyrrype 'VfNSPECTION 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. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR - INITIALS COMMENTS: - Footings/Caissons Stemwall / (CEG) Concrete Encased Ground ~G// 0~ ✓td Reinforcing sa old cy .,.wr' =~<..t ~~.o-S' s• .-<-K lc.. Weatherproof / French Drain N/3/0S vtsaa„es..®e rvr. - o~c K c Sewer Service Lines Water Service Lines CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) ' Heating (Underground) ROUGHS Sheathing Lath I Wall tie f7 G Mid-Root Electrical Service Rough Electric Rough Plumbing X"f Gas Piping..' 2 Y o4' Rough Mechanical C to:, ps Framing l e 9` /-14- Insulation 6 e -7 Drywall Screw a 5 o°G z a k r i FINALS Electrical S 1Y fs~ ~i Plumbing Mechanical Roof E .2 Building Final G ~.y Fire Department R.O.W & Drainage Parking & Landscaping START ALL ROUTING ONE WEEK PRIOR TO FINAL INSPECTIONS. "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A- CERTIFICATE OFOCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION ' OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARPI FROM THE WEATHER y r,. City of Escrow/Letter of Credit Wheatge Transmittal Sheet COMMUMTY DEVELOPMENT A letter of credit has been submitted for the property located at 24 Hillside Drive. The letter of credit is in the amount of Four hundred sixth dollars and no cents ($469.00). The above amount is to be held in escrow for: ❑ Landscaping under Planning & Development: ❑ Street Improvements under Public Works: ❑ Other: Notes: - Zq - O'/ Name Date Maierus Construction 4440 S. Johnson Ct. Littleton, CO 80123 c)720-280-8665 f)303-948-8817 6/18/09 City of Wheat Ridge Planning 7500 W. 29th Ave. Wheat Ridge, CO 80033 Dear Jeff Hirt, I have spoken with my landscaper regarding costs to finish the landscaping on the front part of the home at 24 Hillside Dr. Wheat Ridge, CO 80215. We already have 2 large trees in the front yard, so the only item we need to satisfy the Planning Department is finishing the grass around the front yard. I am going to estimate the square footage of the area we will need to seed at 1500sgft. The price for my landscaper to come in and seed the dirt areas is 25 cents per square foot. Therefore, I estimate my costs to have the seeding done around the front of the home to be $375. 1 will provide a check to the Planning Department for this amount multiplied by 1.25 to equal a total check amount of $468.75. Thanks so much for all your help with this project! Sincerely, Jon 7ajer City of Wheat Ridge Planning and Development Department Landscape Escrow Agreement This agreement made this 10 ILday of Su 1-3,l!- 20 09 by and between the City of Wheat Ridge and MA J 2r uS -T. ( . (contractor/developer/owner). Escrow in the amount of Al, L--Y /vwv OLLARS L4 l0 9 ) is being ld until all landscaping improvements are completed at, 2K 4i (f si0-e Arive W. eq4- R-k 19e Co ~OU-r In the event that landscaping required by Wheat Ridge Code of Laws, Section 26-502 and/or a s own on an approved landscape plan is not installed by y3 t)/0 9 , (date) the City of Wheat Ridge or its designee shall have the right to enter upon said property to construct and/or install such improvements or do other such work to accomplish that purpose as may be necessary, provided that the City of Wheat Ridge shall first give notice in writing to the contractor, developer or owner of its intent to do so. If the City of Wheat Ridge exercises its right to perform work of any nature, including labor, materials and use of equipment either by force account or contract, the City shall have the absolute right to withdraw the escrow funds to complete said landscape improvements. The only precondition to the City's right to withdraw the escrow funds for this purpose shall be a letter from the Planning and Development Director, stating that the landscape improvemen s have not been completed or provided and that the compliance date of 9 13b 10 9 has expired. Approved and Agreed: Contra ctor/Developer/Owner ~o~ GSA-~r^~vSc Print N e N4 4o S. ~~11~S4ti r-T- L, fe 1ti1. Cfl rrtIZ3 Business Address ~ l<S o 9 ~t~ S~ ueti¢' Date Title City of Wheat Ride Colorado By. Title:- Date: ~Is/ 0 June 25, 2009 To Whom It May Concern: This letter is to confirm homeowner direction to Four Seasons HVAC to move the vent register in the north bedroom at 24 Hillside Drive, Wheatridge Colorado. Please contact us at 303-232-3528 if you have any questions. Sincerely, Euge E. Fletcher Homeowner CC: Majerus Construction ~~8»»4 .L~~._ V~ ( V/WJ °~J G~CGG~ PSI ~~7 J- /l g A / ~ 0'f Cot/ Vt J/z, :5;-e /n-2 G~ ~ ♦ i CITY OF WHEAT RIDGE fj Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ArZz . r, OF 7 Job Address: e4 y }'111Sr.a97 p) Permit Number: 7 X_P7fir/ewA,)E V) yhr" grA,0,17£ rpSr?P-.rt°~t.4-TVarJ 3) r _025P CP /7W A~d~a°~ a~FO✓r~f6r~✓Nty2 i e+aaLFe~Gizr ; 7-~~a-h"~~~~e~dsr~' ,~F~rsa~~ r slot tJ.~P1f'1 ur~r~r.,ear.J i ak g.%fA.f?. r-✓isri~.~.~HJ s.~ C'7°~. tZ'~/,3'i~7mz 9S✓~~/3 ,~~1G'N.°G~✓~s~~7G°~i d r✓ 7~/lE7`~GJJI~ Y.:'lJI~P~ FJ ~ c~ Y~ ~l'/~"~~/ } t~! A~o°~ f.~~PJS>i .S'£a7=v~ 4- i`_ ~ftr'f{G~O ~~F£~ ,Y2~ .°a c"f}~ 7`!`yf4'r ~ ~,d~ , la~a2 iwPG~ ,!•l~ll.~~ L?) 99arrnai' S ~s 774v" r gX) 13) D2Yei4`l druwFA-' Syr 4 rZ. ~e 7~ ~FJ sf L~ F ; B7') s sSC~~'T"a E L~ ~~irrFS~7 7 a' 4Y' Yz arrk dfa d S4' ` ❑ No one available for inspection: Time /©%a5 AM/PMY Re-Inspection required: &:S:) No When corrections have been made, calhforrrre-inspection at 303-234-5933 Date: a fi Inspector: DO NOT REMOVE THIS NOTICE 3) AISAO' .ertr° rid ' '..£SS' E>rar 13LC3~ . ?~~'~gtr s"~' a~£"T-uP•,+-sc'~y2f6R~9f.~ }~~1 ~n ♦ i CITY OF WHEAT RIDGE Building Inspection Division ~(303) 234-5933 Inspection line 37 ~'Fr J 7U SE' wAt.FRE GA/Jrr foA.` .mkP P/5 P rs6.410, &AAl~Yg fS~ l fn, rn dm ~~r 4Wy~~~d ss~S Ate/ v~ wl c® Pir'~+r is= C~u2r ® 9yy}S£/k! ~~arin~s'S ~rrS~i,v¢ dNi7~ d~miSE c~,.e7 ~4~ 1 4r131,+~it~ f'rJR// +.!°i'✓.s./w!~-- ~UP,/1.C' u..hae ~ ~ r (303) 234-5933 Inspection line s p (303) 235-2855 Office • (303) 235-2857 Fax Q~`~k ~ ~ INSPECTION NOTICE Inspection Type: L?~.T P Pd`"~ Job Address: ;?V ~C . Permit Number: 08&P5% S% When corrections have been made, call for re-inspection at 303-234-5933 k` s ~i ❑ No one available for inspection: Time 6.'0$ AM/PM Re-Inspection required: (Sp No r Date. l-_?3lO Inspector: DO NOT REMOVE THIS NOTICE DEVELOPMENT INSPECTION REPORT ENGINEERING DIVISION PUBLIC WORKS DEPARTMENT DBPAR7WEDUOFPMLIC WO1tIrS DATE: 06/22/09 LOCATION: 24 Hillside Drive TIME: 9:00 am WEATHER: Mild Clear INSPECTION TYPE: PRE-BUILD CONCURRENT FINAL X DEVELOPMENT NAME: GENERAL CONTRACTOR: SUPERVISOR: SUBCONTRACTOR: SUPERVISOR: GENERAL COMMENTS: I did a final inspection of site - Took pictures of the street and new house - requesting a CO The site has been prepared for sod or seeding The down spouts have not been redirected as noted on the plan notes. The swale on the north side has been built It appears a lot of water is generated from the sump pumps - we may need those redirected also. Concrete from a washout needs removed in the landscaping by the driveway. The surfaced driveway back to the shed was not completed and runoff from the drive will end up here: The contractor may need to address the driveway runoff with some P' gravel at the end of the driveway to avoid erosion.. Pictures at J:\DEVELOPMENT REVIEW\Inspection\2008\Photos\24Hillside INSTRUCTIONS TO CONTRACTOR: PUBLIC WORKS INSPECTOR: Russ Higgins DATE: June 22, 2009 CONTRACTOR: DATE: SUBCONTRACTOR: DATE: Rev 7/03. ~ CITY OF WHEAT RIDGE ~'0~ 00000 Building Inspection Division (303) 234-5933 Inspection line 1(303).235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: A4F1 -f Pl Job Address/Permit Number: p?l OR c9ca247 sf ;r. S>ukr ~exn.ai ,pm~ S2'et/o2~rCSnss6 /'1CrG^9S?"triE~ i Pt .;r yes sAla~raAkc&' r rr~aP/,aid ❑ No one available for inspection: Time AM/PM Re-Inspection required: ~No When corrections have been made, calls forr~ re-inspection at 303-234-5933 Date: iz32nz Inspector: zz~ e DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE rr Building Inspection Division 00000 (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax I INSPECTION NOTICE Inspection Type: 4ELrZ Job Address: ?Y filwl<ii:£ OR. Permit Number: 0 go c7,1 V e Lr ✓ oyero ❑ No one available for inspection: Time 1.'5 S AM/PM Re-Inspection required: Yes No When corrections have been made, call for re-Inspection at 303-234-5933 Date: -T Inspector DO NOT REMOVE THIS NOTICE Inspection Type: 6F t1~~aaa~ Job Address/Permit Number. S~1flf/5++~f rsl . ca B°c: 96g, 1 (V ll7-, iMaI6~f z) 'Cy. - 66 X'y y'l t'tz ,era? , 14"fdS'dCr ecr r ❑ No one available for inspection: Time j/,' AD AM/PM k Ala ~a2.~' sump ea/s<r~t,.~~ Re-Inspection required: s No psi Ord. c s ,x/1 °s>Gu 'f When corrections have been made, call for re-inspection at 303-234-5933 Date: T4!21o-y Inspector ra DO NOT REMOVE THIS NOTICE 4 -1 n r May 10 2009 7:19PM HP LRSERJET Fnx JON MA"PaUS General Contractor CONSTRUCTION, INC. City of Wheat Ridge 7500 W. 29th Ave. Wheat Ridge, CO 80033 Dear Permit Department, 5/11/09 I am writing this letter to ask for an extension on the building permit we currently have for 24 Hillside Drive, Wheat Ridge, CO 80215. Construction on the home has taken a little longer than expected due to spring season weather conditions and other factors. We anticipate completion of the property by May 31 't at the latest. Of course I cannot guarantee that date, but would be very surprised if we did not have the Certificate of Occupancy by then. Please let me know if this is going to be a problem. I can be reached at 720-280-8665. Thanks much for your help with this. Sincerely, Xo~ P. 1 Phone: 720.280.8.665-- Fax. 303=n Littleton,-00 8012E Jon Majerus President-Majerus Construction ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address: Zd>/ / Gc Ssl~~ 7?/~ Permit Number: d rD ❑ No one available for inspection: lfime AM/PM Re-Inspection required: Yes ~fV~S ion at 303-234-5933 *When corrections have been made, cti7 Date:' Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address: t/< i1 s /,/)z-,- 012- Permit Number: two o v ~ ❑ No one available for inspection,"i'me AM/PM Re-Inspection required: Yes / N / "When corrections have been made, calhfg re-;nspection at 303-234-5933 Date: Inspector: I ~V DO NOT REMOVE THIS NOTICE `1I4' CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Di,41.5r Job Address/Permit Number: S~ Cdr ~i r?.c~x 7~e1 . Fey l~~~ rlr~ ~r c G s!S c"we;e All T+r~P d,~rT9U ..~r`"~~~ ~~'=le9~'s'~.~~r21`/.F✓~i .~~``~Gfi/r'~-.. stf~cv g sag a ~3s lee 7fi 7 c 7-9 ❑ No one available for inspection: Time -1: V< AM/PM Re-Inspection required: ' es . No When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE C i. ♦~~I CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office " (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: f Job Address/Permit Number: A'I/'~/iSr/~ ❑ No one available for inspection: Time 9 : d AM/Q Re-Inspection required: es No When corrections have been made, call for re-Inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE 77,0 7 1* 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: RAI"I Job Address/Permit Number: Gii/Sifr r E t'c~ f +7 S 7XS7- - e~ lsalls'c+~fl✓ri'~s~n./ - r~A-~',~~rrrav~'-~,~-1✓S ~s.•r ~~o ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No When corrections have been made, calf~f_or're-inspection at 303-234-5933 Date: 0° Inspector: . - i ~ DO NOT REMOVE THIS NOTICE 3 i i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office " (303).235-2857 Fax INSPECTION NOTICE Inspection Type: f , J2 r, 4- Job Address/Permit Number: 7'r ~t,IJSi=mar r~ss ^r' S? f M ❑ No one available for inspection: Time / AM/PM Re-Inspection required: 'Yes No When corrections have been made, call for re-inspection at 303-234-5933 F Date: Inspector DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection, Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: w,rcrN~ ftf_f, J~~ Job Address/Permit Number: ?PV 6fr1'.e?~ z~Q . s ts^®96ST 40tz-, owl, /A P4 . tsly'< e,ry! Y..J B. < l isn app?.:.. c!, 7e./ 1L1 l AWIV ❑ No one available for inspection: Time 1 AM/PM Re-Inspection required: es o When corrections have been made, call for re-inspection at 303-234-5933 Date: l,3Q10,7 Inspector: DO NOT REMOVE THIS NOTICE 1 ;t 1 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 235-2857 Fax 's INSPECTION NOTICE Inspection Type: % ICs_ - f Job Address/Permit Number: 2s ~~k1 z/ j`1.r~7nr GJ~~~3JLfi [G FG/_7/Gi9 - ❑ No one available for inspec Re-Inspection required,- "Yes When corrections have been mai Date: Inspector: S NOTICE COMMUNITY DEVELOPMENT DEPT. uInspection Services Division (303) 2345933 Inspection line (303) 235-2855/O~~yf~ficce ~7'- O M.1~ IOU, & ❑ Elec. ❑ Plumb. ❑ Mech. Izr Structural ❑ Other ❑ 1st ❑ 2nd ❑ 3rd Job Address: P"VAll f7R0 l9 ❑ Re-inspection fee of $ must be paid prior to re-inspection. ❑ Blocked Access ❑ No one available for inspection: Time a`~SM M *When corrections have been made, call yfr,,-i7pectio)n at A03:434-5933 Date: F- 0 Inspector: DO NOT REMOVE THIS NOTICE ♦~~4' ~ CITY OF WHEAT RIDGE Building Inspection Division 1// (303) 234-5933 Inspection line J (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: 7XS7' Job Address/Permit Number: tVSo'7'67 ~%£ro r~ /.vss~fc7 7f~etl, ~~s 1.wc' ~ii,2~ ~LD~vL wi7H A i~ To°ST ❑ No one available for inspection: Time /-'Sf AM/PM Re-Inspection required: t No When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspector: ~G DO NOT REMOVE THIS NOTICE You are hereby ordered to stop work located at: Y .tLS ~r» 9R- By order of the City of Wheat Ridge Building Department for the following reasons: r C( l This notice may be removed ONLY by the City of Wheat Ridge Building Department! Dater Building Inspector: City of J . = Wheatlk COMMUNLTy DEVELOPMENT Memorandum TO: Building Permit File FROM: Jeff Hirt, Planner DATE: November 17, 2008 SUBJECT: 24 Hillside Drive This memo is in regards to the building permit issued for the new single family residence at 24 Hillside Drive. An Improvement Location Certificate revealed that the foundation has been poured to be 10 inches into the required 15 foot side yard setback (north side). A stop work ordered was issued the day after the City learned of this (Friday, October 24, 2008). Subsequently, the general contractor applied for an administrative variance to allow the foundation to remain where it was poured. This variance was approved per Case Number WA-08-13. The variance was for approval of up to a 10 inch variance into the 15 foot minimum side yard setback resulting in a 14 foot 2 inch side yard setback from the north property line. e CITY OF WHEAT RIDGE ]~~'r(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office - (303) 235-2857 Fax INSPECTIJOWN-OTIGFI Inspection Type: a ~1~ a Job Address/Permit Number: E,Y 14~ 0Side cA' -e2 ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes "When corrections have been made, call for re-inspection at 303-234-5933 1 _ Date: ff' Inspectors--° y DO NOT REMOVE THIS NOTICE STOP WORK ORDER You are hereby ordered to stop work located at: This notice may be removed ONLY by the City of Wheat Ridge Building Department! Date: ~Z Building Inspector: - CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ..r`lic{ . Job Address/Permit Number: ;1///. ,4,g r~2. G ~G 9 in/SJ 7J ir,.~r„J' Ec~7- Vl.f®vf£,rF ov <<.-A-d ❑ No one available for inspection: Time s-ss AM/PM Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-2345933 Date: /°z-- ®u Inspector: ,e,__ DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line _1l (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: /,cyg2 fSE~~~ v.~o&~~,tbr~wo Job Address/Permit Number: - 1.~ e911 /%/off' Sf ~~~,P ~K ~ ~ Yn P ❑ No one available for inspection: Time i Yo AM/PM Re-Inspection required: Yes ~ 'When corrections have been made, call for/re-inspection at 303-234-5933 Date: a e~ Inspector: J, G DO NOT REMOVE THIS NOTICE x S m 3 b m m mH crrr0 ' (D 0w10 (D'orr 3 L~ atY 3 o L=7 EIEI mrna Q, w wrD a5a --.HaG O"r0 H- m z o ] H x p to a k a 7 0 o mK > x rt H-£ a N Li O ld H-C r-H z [1 p a a LQ rr (D m a m H m H m n (D n o H O rt 010 H H LQ n Q, rt C H O a 'O n rt H- rt n rT H- a 'd co m H (n :E: H (D H- (D (D H- H a rV t' O (D r (D rtH ' HRd(D G rrLQr- G H•H a rr H(D a "G aaa'O~ m ,'3o,7rr (-I P) F, Q, ~3 H H H H rt (D O (D IT (D C (D O H Ol - m rr rr(Q HtQ O O. m m x' H rr r- Ky (n m rr tr G (D z r M 0 H m m O M (D (D - Q, C H O H- (D (D (D a M M rr r 0 H M (D r'3 H- H m '3' a U. 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(n " ii •t m im m < vmi t7 a [ d mm a I r i L 9 r n i v i w m _ T'3-+ D ry ry l l R N R(O a m m Z 'o T. J ; City of Wheat Ridge Res. New SFR PERMIT - 080969 PERMIT NO: 080969 ISSUED: 08/25/2008 JOB ADDRESS: 24 HILLSIDE DR EXPIRES: -02/21/2009 DESCRIPTION: New SF home 2000 sq ft ho me 840 sq ft garage CONTACTS owner 303/995-7242 Gene/Ann Fletc her - - gc 303/798-2858 Gene Fletcher 08-0144 Majerus Construction Inc sub 303/423-1982 Bernie Algard 01-7790 Four Seasons Heating sub 303/288-8744 Loyd Hernandez 08-0164 Al Bloodhound Electric sub 303/694-3262 Michael Welch 02-1475 Confidence Plumbing Co. Inc. PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: 0676 BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 356,983.35 FEES Permit Fee 3,162 .91 Plan Review Fee 2,022 .77 Plan Review Addtiona 33 .12 Total Valuation .00 Use Tax 6,425. 70 TOTAL** 11,644. 50 Conditions: Must comply w/ 2003 IRC & 2005 NEC. All foundations must be inspected and verified to the building division by wet stamp letter of approval from the Engineer of Record. 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. Signature of contractor/owner 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. S. 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, or an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or. regulation. All plan review is sub p jeVaid inspections. 'Signature of Chief `INSPECTION RE ~tEOUESTS MUST date T LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY -Q ~H~T cOCORP00 City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855' Fax: 303-235-2857 Inspection Line: 303-234-5933 Property Address: Property Owner (please print): Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: Contractor License # 086144 Phn s~ ",B - 28 $(do 5 Sub Contractors: 2 Electrical City License #:0¢rg CJ ~7 Mechanical Cjty License Pl77g0 Company: !A~ 11 r/L00 ~yNM~ 1,~~ A~t~ulCompany:/~ geasoK Feat Exp. Date: 2~Z$!Oq E.~ e pQS Exp. Date: Approval: Alp ~J \ ~ Approval: Q Use of space (description): NMI ~fttJ . tstruction value: ) Description of work: (as calculated per the Building V luation Da 7 C,L~y, ~i~;~~ Plan Review (due at time of submittal): Sq. F ./Led: Sg es s BTU's'WGallonsr 4mps ~1dr> OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: /(OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of PRINT NAME: 61c Dk T- ~ti ILV-o- SIGNATURE: 41~~ 4d Date: 0-7 6-7- OE Plan D 9 - W Permit 0 zbq A Date: DEPARTMENT USE ONLY ZONING COMMENTS: Zoning: K-1 Reviewer. J/t•Df- -,(z3(00. PC affft6cJ Ye.fieWfJ wo,kJ6teef-, 2 sirteil- -4r et ♦ vUcd ,oo'(• aFf m+ tTaiel (ekccu5 drive uA tvu(EaagJ.) r~ p'F fyrc d•P 1( PUBLIC WORKS COMMENTS :.,f,sf- c Aaua fcq,,a otA 2r ewer. to✓7~ o~p( JfvQ bt 77M, lor3S !✓it9.G-'7-A w"J G6 I ~JJR°iY/sv- BUILDINGDEPARTMENTCOMMENTS: SLr/f(L.~' PC~_ c Z ~f T=4 -7 T DI ~CCUPANCY Reviewer: b12,4-jam yy~ q~y~ '.M ~J 12aoF FIRE DEPARTMENT:: ❑ approved w/ Comments ❑ disapproved ❑ no review required Bldg Valuo n: $ W~ -t l~ t Core 1~t Building Permit Application Residential Worksheet p-ev(iWC4 ~k Jh Address: 2,4 Wf(ft`d ¢ or. Zoning: 1 - - I Property in the flood plain? &JO Lot Size: V t V7 G sq. ft. Lot Width: 7-7,(98 ft. Maximum Lot Coverage: 2 S % SI 82 sq. ft. Proposed Improvements: Existing Improvement(s): House: sq. ft. House: sq. ft. Addition to House: sq. ft. Shed: sq. ft. Shed: sq. ft. Detached Garage: sq. ft. Detached Garage: sq. ft. Other: sq. ft. 36fOt JJZ(5Ged) Proposed Lot Coverage: (Total) % 4' 0 3 832- sq. ft. Required Setbacks: FR 30 S 1~_ S I S R I S'- Provided Setbacks: FR S S R t Maximum Height: ~S ft. Maximum Size: sq. ft. r Proposed Height: L 5 S ft. Proposed Size: sq. ft. Access Notes For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. For all uses, one access point per property is permitted. Landscanin2 Notes For one-and two-family dwellings, one tree for every 70 feet of street frontage is required. - VLt v3 t 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. MruJv►ra( Street trees required: Street trees provided: Z t r°1rref, ` aSwE /svs+d. ° City of SINGLE FAMILYIDUPLEX Wheat~dge BUILDING PERMITAPPLICATIONREVIEW PUBLIC WORKS Date: 7~2I8 08/ Location: Z q 6114, :S l b ✓ DZr t/4E ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a S_F~z to be located at the above referenced address. Please note the summary comments below. 1. ✓ Drainage: a. Proposed Grading/Drainage Letter & Plan required: Yes No b. Lot drainage/grading to be reviewed by Building Division: c. Site drainage/grading plan have been reviewed and are: K NOT OK; refer to stipulations. 2. ✓ Public Improvements to be completed: a. street paving/patching: V "Yes No b. curb & gutter: ✓ Yes No c. sidewalk: Yes -gL-No If not, the amount of escrow taken: $ 74 Items escrowed for: _ BE Cb vs ~UG7 W-1774 14044 . The Planner informed of the Escrow Agreement: 3. ✓ Does all existing roadway/alley R.O.vy. meet the standards of the City: 1-f"Yes No If not, what is required? All,M If R.O.W. is required, has the deed been received: Yes No 4. ✓APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the above and/or attached stipulations. Signature David F. Brossman, P.L.S. Date 5. Nip NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the reason(s) stated: Signature David F. Brossman, P.L.S. Date 6. Stipulations: IJEEa to co v s reu Cq- 7-"E 3'4iA2ES s ffacw v 04.) Se TIE 4 g,o 7744 cvza g G07T8C Ac eons 7~{~ PRoPo27 f fieo.vr s~ 7. A Drainage Certification Letter accompanied by As-Built plans shall be required prior to the issuance of the Certificate of Occupancy. 8. 4 NOTE: ANY DAMAGE TO THE EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF THIS CONSTRUCTION IS TO BE REPAIRED TO MEET CITY STANDARDS BY THE PERMIT APPLICANT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. ,.ids City of ,O Wheatlidcre PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29'h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 Date: `I /3 /'Q Y Applicant: H AI z r~i C o S~ v c l~ u~ T, C, Phone # W, - Z - S, l U - Location of Construction: 241 6yti.LS~DE 2) t-/ VG Purpose of Construction: SFK Single Family X Commercial Multi-Family Development Review Processing Fee: $100.00 (For document processing) Single Family Residence/Duplex Review Fee: $50.00 Commercial/Multi-Family Review Fees: • Review of existing technical documents: $100.00 • Initial review' of technical civil engineering documents (Fee includes reviews of the 1'` and 2"d submittals): $500.00 • Traffic Impact Study Review Fee: (Fee includes reviews of the 1" and 2"d submittals): $400.00 • Trip Generation Study Review Fee: $200.00 $ lbb.pp $ _54>- OPT ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: • Resubmittal Fees: 3`d submittal ('/s initial review fee):..... 4ih submittal (full initial review fee): All subsequent submittals: (Full initial review fee) $250.00 $500.00 $500.00 $ TOTAL REVIEW FEES (due at time of Building Permit issuance): $ 150..00 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. Signature of Applicant Date www. , i.wheatridge.co.us ,Z~ (5 A,? Rev 2/08 t/ City of ~ Wheat~dge PUBLIC WORKS APPLICATION FOR MINOR GRADING/FILL PERMIT APPLICANTS NAME: F' 1 nq e N S C ~1~ 5 v r aN APPLICANT'S ADDRESS: L1'4 40 S. qZ~, k~s~, J L 14(y hlti, r,~, R)tz3 (Include City, State, Zip) ADDRESS OF FILL: 2-4 or vheJg'dl e, CQ S4Z1S DATE OF APPLICATION: (we All permits shall be applied for through the Public Works Department. An approved permit is effective for a period of one (1) year from date of issue and may be renewed. All fees shall be in accordance with those fees established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances. Note: All public improvements, when constructed, shall be maintained (by the respective individual(s) and/or company responsible for the construction of that public and/or private improvement in the respective development) on a daily basis, or as needed, such that they are free of mud and other construction debris tracking from the site. Failure to comply with this requirement will result in the enforcement of Article III, Specified Nuisances, Section I5-16 (4) of the City of Wheat Ridge Code of Laws. MINOR GRADING, EXCAVATION, AND FILL PERMITS 1-50 Cubic Yards: No permit is required for dumping or excavation of earth materials, which do not exceed 50 cubic yards, provided, however, that any fill deposited is on natural terrain of less than three (3) horizontal to one (1) vertical slope, or such fill is less than three (3) feet in depth and is not intended to support permanent structures, and in addition, such fill or excavation does not obstruct or otherwise adversely affect any drainageway. Should any of the above standards be exceeded, or a drainage way be affected, a permit shall be required under the guidelines for No. 2. 2. 51-500 Cubic Yards: Dumping or excavation of earth materials not exceeding 500 cubic yards may be allowed with a permit approved by the City Engineer. All applications are to be submitted on the appropriate completed application form and shall be accompanied by the appropriate fee and sketch plan indicating the following information before the permit will be issued. A. Location and dimensions of all property boundaries and structures on the site. B. Location and extent of areas to be filled and/or excavated. C. Location of existing and proposed drainageways, irrigation ditches, etc., and indication of how and where historic run-off will be maintained on and through the site. D. Cross-section area to be filled and/or excavated indicating original slope, new slope and depth of fill. E. Statement that indicates the proposed use or purpose for said fill or excavation. F. Relative elevation of adjacent properties. G. Erosion control plan showing placement of control devices such as hay bales, etc. 3. 501-10,000 Cubic Yards: Operations in which earth material fill or excavation exceeds 500 cubic yards, but does not exceed 10,000 cubic yards, may be allowed by a permit issued by the City Engineer after review of an application and supporting information. The following information shall be submitted with the required application form: A. A site plan, prepared and signed by a Colorado registered professional engineer, at a scale of no less than 1 inch to twenty feet (1:20) which illustrates the following: B. Location and dimensions of all property boundaries and structures on the site. C. Location and extent of areas to be filled and/or excavated. D. Location of existing waterways and drainage courses indicating any changes. (for a site containing an established irrigation ditch, a letter of approval from the appropriate ditch company shall be required). E. Location of existing and proposed points of ingress. F. Location and extent of existing vegetation, proposed changes in such vegetation and methods of rehabilitation on site vegetation after earthwork operations are complete. G. Erosion control plan. H. Grading plan with existing (dashed lines) and proposed (solid lines) ground contours with contour intervals of 2 feet and spot elevations. 1. At least two cross sections (east to west and north to south) through the site showing depth of fill and/or excavation. J. A drainage report may be required if site runoff characteristics are changed. K. Relative elevations of adjacent properties and structures. L. Statement of purpose of intended fill and/or excavation. 4. Performance Standards: The following provisions shall apply to all Minor Grading, Excavation and Fill Permits: A. Rehabilitation: Within thirty (30) days after cessation of filling and/or excavation, rehabilitation for the site shall have been completed in accordance with the approved plans. Rehabilitation shall consist of leveling, grading, landscaping or any combination thereof to minimize potential erosion and be acceptable to the City Engineer. B. Debris: Debris and/or contaminants shall not be used except with the approval of the City Engineer. "For the purpose of this Section, the term debris shall have the same meaning as the terms "garbage, trash or junk" as defined in the Wheat Ridge Code of Laws, Section 15-4." In no case shall debris or contaminates identified or classified as hazardous waste by local, state or federal agencies be used as fill in any fill areas within the City of Wheat Ridge. C. Excavation and/or fill areas shall be graded to facilitate weed control until final grades are set and site rehabilitation and use occur (must be leveled with side slopes not to exceed 3 to 1). JHORMS & LETTERS\ APPS & PER US\Mi., Grading & Fill Pum t A.. 2 Rev 03/08 5. Permit Fees* 50 cubic yards or less 51 to 100 cubic yards 101to 1000 cubic yards for the first 100 cy $23.50 $37.00 $37.00 plus for each additional 100 cy or fraction thereof cy X $17.50/ l 00cy 1001 to 10,000 cubic yards for the 50 first 1000 cubic yards $194.501gJ - plus, for each additional 1000 cy 70 or fraction thereof (.e3n cy X $14.50/1K cy T) - Total Cubic Yards = I rcO *Wheat Ridge Code of Laws Section 5-76. 20 TOTAL Amount= $ 24-5?3 All permits shall be applied for prior to fill deposition or excavation operations begin. Any permit applied for after cutting or filling operations on site are in progress shall be subject to a double fee and other penalties as prescribed by Wheat Ridge Code of Laws, Section 26-1004. Any fill requested under this permit within the 100 year flood zone MUST COMPLY WITH WHEAT RIDGE CODE OF LAWS, SECTION 26-801, FLOOD PLAIN ZONING ORDINANCE. I HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT AND UNDERSTAND THAT I CANNOT START THIS PROJECT UNTIL THIS APPLICATION IS APPROVED. I SHALL COMPLY WITH THE LAWS OF THE STATE OF COLORADO AND WITH THE ZONING REGULATIONS AND BUILDING CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WILL CAUSE IMMEDIATE REVOCATION OF THIS PERMIT AND COMMENCEMENT OF ENFORCEMENT PROCEEDINGS BY THE CITY OF WHEAT RIDGE. THIS APPROVED PERMIT WILL BE KEPT IN MY POSSESSION OR PERMANENTLY ON THE JOB SITE. APPLICANT: CITY OF WHEAT RIDGE: Ap licant's Signature City Engineer Owner's Signature (if different than above) Approval Date 1\POMiS&LErIPRC\A PS& PERMTTSWinor Grading&Fill Pe itdoc 7 Rev 03/08 A4 City of Wheat idge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: 712-91O8 ADDRESS: 24Ib"t 4Z-S /.ate b p-i ✓E Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File 6 1 www.ei.wheatridge.co.us Rev 2108 City of Wheat Rdge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291n Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 Plan Review Calculation Sheet Review Date: Tllfflloff Project Address: Project Description:-~.o 4/_ Gen. Occ. Type: Vl Occ. Type/Item Sq. Ft./Unit Cost per SF/Unit Total Valuation vijbPna i~5 ?2q 1, 6 is. 4,3 = $ 3 136 4.3 er3 KM 29-2~0 $21x'1326 OD E 3` 0- $31.5 z _ $ z0J14. W7 ~~aa R-4 5 92-.44 _ $ Zoqq.eb -3 Tca r Z2, 17 III ,d15,4 D21,7 CZt%4-14 quo z = $ also . Total Project Valuation = $ Review Notes: ` \114}y,Ci.tS' lwatrldge.eo.us &S-Ibm City of Wheat Ridge Building Permit Submittal List The oll w~ itei s aj required for the Single- or two family building permit submittal for the property located at ny of the required items are not included in the submittal, the submittal will be considered incomplete and retume immediately-without review. This sheet must be submitted with the building permit application. Please initial beside each required item, signifying that it has been included. Review Required by: ❑ Building ❑ Planning ❑ Public Works SUBMITTAL DOCUMENTS: / Plans: Ld Three (3) full-sized (24" x 36") plans (Contents of plans detailed in the Single- and two-family handout) - yellow heading I:d Three (3) stamped sets of foundation plans. ❑Three (3) copies of a grading and erosion control plan. bd/One (1) copy of a soils report. DOCUMENTATION: f(One (1) completed building permit application. ❑ One (1) property deed. 1KOne (1) certified survey or Improvement Location Certificate. L0+ ❑ Proof of utility availability (form provided by city). V t e. on VOne (1) building permit submittal list. The following items are required for the commercial or multi-family building permit submittal for the property located at . If any of the required items are not included in the submittal, the submittal will be considered incomplete and returned immediately without review. If you had a pre-application meeting with Staff, you must submit the checklist you received. Othenvige, this sheet must be submitted with the building permit application. Please initial beside each required item, signifying that it has been include5i. Review Required by: ❑ Building ❑ Planning ❑ Public Works SUBMITTAL DOCUMENTS: Plans: ❑ Four (4) full-sized (24" x 36") plans (Contents of plans detailed in the Commercial & Multi-family handout) - pink heading ❑ Two (2) copies of a final drainage report and plan OR Two (2) copies of a drainage letter and plan ❑ Two (2) copies of a grading and erosion control plan ❑ Two (2) copies of a traffic impact study OR Two (2) copies of a trip generation study DOCUMENTATION: ❑ One (1) completed building permit application. ❑ One (1) property deed. ❑ One (1) certified survey or Improvement Location Certificate. ❑ Proof of utility availability (form provided by city). ❑ One (1) building permit submittal list. SUBMITTED FOR: ANN AND EUGENE FLETCHER 24 HILLSIDE DRIVE JEFFERSON COUNTY, COLORADO SOIL INVESTIGATION REPORT FEBRUARY 6, 2008 PROJECT # 081-0017 SUBMITTED By. COLORADO ENGINEERING & GEOTECHNICAL GROUP, INC. 950 SOUTH INTERSTATE 25 CASTLE ROCK, COLORADO 80104 303-688-9475 PAUL R. BRYANT, P.E. 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 sf ecifzcally agree that Colorado Engineering and Geotechnical Group, Inc. has not been retained nor will tbey render an opinion concerning environmental issues, hazardous waste or any other known or unknown conditions that may be present on this site. INTRODUCTION: This report summarizes the results of data obtained during a soils test of 24 Hillside Drive, Jefferson County, Colorado. Investigation occurred on January 28, 2008 and was performed in undisturbed soil in accordance with ASTM 1586-99. The purpose of the investigation was to reveal the engineering properties for foundation purposes for the proposed construction of a single-family residence. The site is currently occupied, however the existing structure will be torn down. 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 require modification. FINDINGS: The soil encountered in test holes one and two consisted of light brown, fine to coarse-grained clayey sand with gravel with high density (Unified Soil Classification System symbol SC) to the eight foot depth and tan/gray, fine-grained claystone with very stiff to hard consistency (Unified Soil Classification System symbol CH) from the eight foot to the eighteen foot depth. Attached are 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 descriptions shown on the boring 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 borings 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: This house shall be supported on grade beams and straight shaft piers (caissons) drilled a minimum length of twenty-four feet and a minimum penetration into the bedrock of twelve feet, or to refusal. These drilled piers should be designed for a maximum end bearing pressure of 25,000 psf, a side shear Project 081-0017 Page 2 of 8 WWW.cegg.net of 1,500 psf for the portion of the pier in firm bedrock, and a minimum dead load of 10,000 psf or as high as possible based on pier end area. The portion of the pier embedded in bedrock shall be artificially roughened with a minimum 1 1/2" auger tooth. Minimum pier diameter shall be ten inches. A minimum void or clear space of six inches shall be provided under the concrete grade beams and between the drilled piers to allow for soil expansion. If water is encountered during the drilling of the piers, casing will be required and Type II cement shall be used. The drilled pier holes should be thoroughly cleaned of all loose soil and filled with a low slump concrete immediately after drilling to prevent infiltration of water or loose soil. The concrete piers shall be reinforced for their full length with one number five steel rebar for every sixteen inches of pier perimeter, (a minimum of three number five steel rebars). The reinforcing steel shall extend into the foundation wall a minimum of two feet. Equivalent fluid pressures of the 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 sample analysis of shear strength. The potential for foundation movement is considered low if caissons are utilized. With the relatively high risk of unacceptable amounts of slab movement that exists at this property, we recommend against installation of any interior concrete slabs, in favor of an engineered structural floor system. No foundation wall shall exceed twenty-five feet in length without utilizing counterforts or buttresses unless otherwise designed by the foundation engineer. Concrete slabs shall be free 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 soil bearing strength above is subject to change based on observations made at the open-hole inspection. 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 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 or around their specific property of interest. Colorado Engineering can assist in the development of site-specific assessments of Geologic hazards. The Colorado Geologic Survey {http://geosurvey.state.co.us/ or 303-866-26111 is a good source for publications (maps, reports, etc.) dealing with specific geologic issues and/or issues related to specific geographic areas. 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 Project M 081-0017 _ Page 3 of 8 WWW.cegg.net of hammer blows required 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 a two percent slope to the northwest and east. Vegetation consists of a lawn and trees. Weather was cool and clear at the time of the investigation. The elevation measured at 6,200 feet above sea level. SUBSURFACE DRAINAGE: Foundation drain requirements shall be determined at the open-hole observation; however, drains around any below-grade useable space, including crawl spaces, should be anticipated. See the attached detail sheet SURFACE DRAINAGE: The excavation shall be protected from surface runoff and excess precipitation during construction. After backfilling, the soil around the foundation shall be graded away from the structure at a minimum slope of six inches over ten feet. Gutters and downspouts shall be installed to carry water across the area disturbed by construction. Areas that settle shall be backflled to prevent ponding of water. No vegetation requiring 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 minimized. 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. BACKFILL: Any soil disturbed adjacent to bearing foundation components shall be re-compacted to a minimum of 85% Standard Proctor Density. Soil supporting concrete slabs shall be compacted to 95% Standard Proctor Density. Mechanical compaction methods shall be utilized; water-flooding techniques are prohibited. See Compaction Section for more information regarding compaction requirements and techniques. Project At 081-0017 Page 4 of 8 www.cegg.net 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 geotechnical 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 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. Colorado Engineering and Geotechnical Group, Inc. does not accept any responsibility for future damage incurred by the heaving of interior slabs bearing 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 relatively high risk of unacceptable amounts of slab movement that exists at this property, we recommend against installation of any interior concrete slabs, in favor of an engineered structural floor system. 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 beating 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 'A 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. Project 081-0017 Page 5 of 8 www.cegg.net A minimum 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 during construction by occasionally sprinkling water and especially a day or two prior to pouting 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/l, Park County averages 8.28 pCi/1, El 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 residences. The Colorado Geologic Survey {http:// eog survgy.state.co.us/} and the U.S. EPA {www.ega.go~v/iaq./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 similar to that which was observed in this initial investigation. However, variations across the test borings and site can and do occur. There/ore, it is required that a qualified soil engineer inspect the completed foundation excavation p for to the placement of any foundation component to determine whether any significant variation from this report exists and whether the foundation design will require modification. Please contact this office a minimum of 24 hours in advance to schedule a representative to observe the completed excavation. The open-bole 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 renders this report and its recommendations null and void. Project 081-0017 Page 6 of 8 WW.cegg.net 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 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 from 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 dumping of fill material on backfill surfaces, the material shall be spread by approved methods in approximately 6 inches compacted thickness. Moisture Contrvk 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 engineer. The moisture content shall be uniform throughout the layers. The contractor may be required 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% 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: Note: The above guidelines 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 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 Proctor Density) for slab areas, and 95% 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 & 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 Project A 081-0017. Page 7 of 8 www.cegg.net - Colorado Engineering & Geotechnical Group, Inc. a minimum of 72 hours prior to testing. The sample(s) will be used to determine the maximum 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. 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". LIMITATIONS: 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 during the construction phase or if the proposed constriction 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 081-0017 Page 8 of 8 www.cegg.net a ~o y r SwFE2% T 0 ~ag *WATER 40i~~ 0 5 10 15 20 GRAPHIC SCALE IN FEET SCALE: V= 20' r E PLAN JOB#: 081 -0017 BUILDER: Ann & Eugene Fletcher DRESS: 24 Hillside Drive, Jefferson County CASTLE ROCK OFFICE 950 S. Interstate 25 CASTLE ROCK, CO 80104 (303) 688-9473 SLOPE 14% -TH-1 11FROM TO DISTANCE BEARI NO WATER THA 102' N66E WATER TW2 56' NSSE EST BORING: 'I ATE: 1128/2008 o = ~ Y . Z G 4 ' M d F J A DIL DESCRIPTION G 0 q -8' CLAYEY SAND w/GRAVEL LAIN: FINE-COARSE :NSITY: DENSE DISTURE: LOW-MODERATE 2 - AY: MODERATE ASTICITY: LOW )LOR: LIGHT BROWN 7.8 43 SC -18' CLAYSTONE 4 12 LAIN: FINE INSISTENCY: V. STIFF to HARD DISTURE: HIGH to MODERATE AY: HIGH ASTICITY: MODERATE-HIGH 6 )LOR: TAN/GRAY- 8 42. 25 CH 12 10- 12- - 27.5 75 CH 12 14 16- 18- 26.3 85 CH 12 20 1 , 1 ORING LOG JOB 081-0017 VNER/BUILDER: Ann & Eugene Fletcher BORING: 2 DATE: W d' Z = J F } 1~ ll. IL IL j o i SOIL DESCRIPTION v i 0-8' CLAYEY SAND w/GRAVEL GRAIN: FINE-COARSE DENSITY: DENSE MOISTURE: LOW-MODERATE 2 CLAY:MODERATE PLASTICITY: LOW COLOR: LIGHT BROWN 8-18' CLAYSTONE 4 GRAIN: FINE CONSISTENCY: V. STIFF to HARD MOISTURE: HIGH to MODERATE CLAY: HIGH . PLASTICITY: MODERATE-HIGH 6 : COLOR: TAN/GRAY. 8 10 12 1 1 18 20 CASTLE ROCK OFFICE 950 S. Interstate 25 Castle Rock, CO 80104 (303) 688-9475 a) N d O L O m m J O m E CO O O co co O L E Z 0 O U 0 0 m 2 Z 2 D (j U U U > U) N 3 0 0 0 p c > > m m m 0 T U U U T (6 U J U F- Vim' M 6 j Z v Z 7 f6 _ co 6 d J p n. w Z ~ M O N rn rn N O Z p 3 I (6 fl N O m ^ ~ J O O o v F- Z CO N ~ M N O O O Z Z z O Z _ C L Z Z O U o O N N N N r ~j O V N LO W _ O m m O N C ^ n ~ O N O N W co cu r CL N d m O ^ 00 M w N o O O v C N N Z Q M CO ce) co N p O ~ L r 0 0 0 0 0 0 0 • o n 0 0 q ~00 wo ~ ^ w CL ~o • v ~ 7 R el m O O y J O V N C) E~ O C ~ w N O d C r = O Q„ U H ~ L V N O ~ N o, _ c o. L E O c ° 3 w Z c o 0 U y d ~ a a a m c d a d 4 - N a 3m N 6 °~m N • O d M N r O N M q ' L o T- yams Jo uoi 4ep!ios uo0 1 0 a uaoJad 0 0 0 0 0 • 0 0 • o 0 0 0 9 w" iyl O r W a GO v cm = ~I m cc O 0 0 J 0 0 ° n ~ I N Cl O C o d ~ r C O w U N N R ~ o ~ m 3 in Z 8g v ~ v m c d °v d Q c 3 y d m N $ N 33 0 • o L O I t M N C ) N C h R F L O gems Jo uo gepilo suoo y o a ueoie d C) 0 0 0 0 0 0 p n O o w co o ml • ~ W ^ 00 CL o • v z R ~I m O O N J 0 L G o N M O C) ~N O d C r O O U N 4) 3 !C w „ U 0 o o o ~ ~ m m c Z E a h 3 U) z c o 0 v m a O m c m o ~ ~ d Q a N 3 d m N n N p • p L O t M N O N M ~ t L yams to uo .yepilo suoo d o NO 7 uaaJa d COLORADO ENGINEERING AND GEOTECHNICAL GROUP, INC. GRADATION TEST RESULTS HYDROMETER ANALYSIS SIEVE ANALYSIS 24 HR 7 HR TIME READINGS 45 MIN 15 MIN 60 19 4 1MIN 2 U. S. STANDARD SERIES 00 100 50 40 30 16 10 8 CLEAR SQUARE OPENINGS 4 3 8" 3 4" 1-1 2. 3" 5" 6" 8" 100 . O 80 _ 20 070 30 z - . . _ . - ---2 . G . z 60 40 150 - - - - _ o so w 40 - 60z U 30 70 20 - - - - - - - - - - - so 10 - - - - - - - - - - - 90 o .001 .002 .005 .009 .019 .037 .074 .149 .297 .42 .59 1.19 2 2.38 4.76 9.52 19.1 38.1 76.2 127 152 200 DIAMETER OF PARTICLE IN MILLIMETERS CLAY TO SILT SAND GRAVEL COBBLES FINE MEDIUM COARSE FINE COARSE CLASSIFICATION SC NOTES: 7.8 % Moisture Content GRAVEL 18.5 % SAND 61.4 % FINES 20.1 % BLOWS 43/12" HOLE# 1 DEPTH 3 Job Number: 081-0017 HYDROMETER ANALYSIS 24 HR 7 HR TIME READINGS 45 MIN 15 MIN 60_19 4 9 100 80 70 60 a 50 z w 40 d 30 - - - - - 20 0 .001 .002 .005 .009 .019 .03 CLAY TO SILT DIAMETER OF SIEVE ANALYSIS 3 4.. 1- 1/2" 3 " 5" 6" 8" 0 0 - 20 300 40 50, _ ~ 60 w a 70 80 90 00 19.1 38.1 76.2 127 152 200 RAVEL c COBBLES CLASSIFICATION CH GRAVEL 0.0 % SAND 13.3 % FINES 86.7 % BLOWS 25112" HOLE# 1 DEPTH 8 NOTES: A) A e/ Mniefurn Cnn4un4 Number: 081-0017 COLORADO ENGINEERING AND GEOTECHNICAL GROUP, INC. GRADATION TEST RESULTS HYDROMETER ANALYSIS SIEVE ANALYSIS 24 HR 7 HR TIME READINGS 45 MIN 15 MIN 60 19 4 1MIN 2 U. S. STANDARD SERIES 00 100 50 40 30 16 10 8 4 CLEAR SQUARE OPENINGS 3/8" 3/4" 1-1/2" 3" 5" 6" 8° 100 . C 90 10 80 _ 20 ~ 70 30 0 60 . . _ _ 40 w 50 50 i- 40 . T 60 r rl 30 70 - - - 20 - 80 10 C _ - . - _ ' . =S ' - - _ _ _ . . . . 90 100 .001 .002 .005 .009 .019 .037 .074 .149 .297 .42 .59 1.19 2 2.38 4.76 9.52 19.1 38.1 76.2 127 -152 200 DIAMETER OF PARTICLE IN MILLIMETERS CLAY TO SILT FINE SA MEDIUM COARSE FINE GRAVEL COARSE COBBLES CLASSIFICATION CH NOTES: 27.5 % Moisture Content GRAVEL 0.0 % SAND 20.0 % FINES 80.0 % BLOWS 75112" HOLE# i DEPTH 13 Job Number: 081-0017 1" Zo.J %o moisture Gontenr GRAVEL 0.0 % SAND 0.0 % FINES 100.0 % -BLOWS 85/12" HOLE# 1 DEPTH 18 Job Number: 081-0017 4-1/2" 30d SPIK 32" O.C. PRE-DRILL NAIL HOLES DO NOT CAULK TC EDGE OF MOLDING. NAIL MOLDING TO STATIONARY BOTTOM PLATE ONLY. DO NOT N ATTACH TO FLOATING PLATE. I 2X4 WALL STUDS 1/2" DRYWALL FLOATING PLATE MOLDING STATIONARY BOTTOM PLATE 1/2" DRYWALL SHIM NISHED FLOOR d ° d 4 d ° O ° CONCRETE SLAB NOTES. 1.NAIL MOLDING TO STATIONARY BOTTOM PLATE ONLY. DO NOT ATTACH TO FLOATING PLATE. 2. DO NOT CAULK THE TOP EDGE OF MOLDING. &PROVIDE A MINIMUM OF 1-1/2" OF FLOAT BETWEEN PLATES. 4. DRYWALL SHOULD NOT EXTEND BELOW THE LOWER EDGE OF THE FLOATING PLATE. MAINTAIN A 1-1/2" GAP BETWEEN THE LOWER EDGE OF THE DRYWALL AND THE TOP EDGE OF THE DRYWALL SHIM. & PROVIDE AT LEAST A 1/2" FLOAT BETWEEN THE BOTTOM OF DOOR FRAMES AND THE FLOOR SLAB. 6.FAILURE TO PROPERLY INSTALL THE FLOATING WALL CAN LEAD TO WARPED DOOR FRAMES, AND COSMETIC CRACKING ALONG WALLS THROUGH OUT THE ENTIRE STRUCTURE. FLOATING WALL CASTLE ROCK OFFICE JOB 081-0017 950 S. Interstate 25 _ OWNER/BUILDER: Ann & Eugene Fletcher tsn=r.v 47'. 11, 1:14717T. Castle Rock, CO 80104 JOB ADDRESS: 24 Hillside Drive p C YO& (303) 688-9475 INTERIOR TYPE FOUNDATION WALL 12" D a r . Dp . D D. e O D WATERPROOFING BACKFILL AREA BUILDING PAPER ON TOP OF GRAVEL DOLYETHELENE MEMBRANE 3" OR 4" DIAMETER PERFORATED PLASTIC PIPE MINIMUM DEPTH OF CLEAN (MINIMUM SIZE 1/2") AVEL, 8" 1. 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. 3. Pipe shall be laid at a minimum grade of 1" 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. Exterior 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. 7. Drain pipe shall be laid below area serviced or protected, as shown in detail above. 8. Mop polyethylene film to wall and carry beneath gravel and pipe. 9. The polyethylene film shall be continued to the edge of the excavation. NOTE: CONTACT THIS OFFICE FOR DENSITY TESTING. CASTLE ROCK OFFICE PERIMETER DRAIN i"iww JOB 087.0077 950 S. Interstate 25 OWNERIBUILDER: Ann & Eugene Fletcher Castle Rock, CO 80104 JOB Ad DRESS: 24 Hillside Drive , per If- (303) 688-9475 EXTERIOR TYPE ~u~ p- City of Wheat Ridge Residential Demoliti PERMIT - 080914 PERMIT NO, JOB ADDRESS, DESCRIPTION, 080914 24 HILLSIDE DR House demo to rebuild new ISSUED, EXPIRES, 08/13/2008 02/09/2009 *-** CONTACTS *** owner 303/995-7242 gc 303/798-2858 Gene/Ann Fletcher Jon Majerus 08-0144 Majerus Construction Ine ** PARCEL INFO ZONE CODE, SUBDIVISION, ** UA 0676 USE, BLOCK/LOT#, UA 0/ Demo.li tioD Fee ** TOTAL ** ESTIMATED FEES 50.00 50.00 PROJECT VALUATION, .00 ** FEE SUMMARY ** :-o.1"l C.~I Conditions: Per State demo permit #14006 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 applica e Wheat Ridge dinances, for work under~h~1 _~r~~~lans subject to field inspection. date 1. Tliis permit was i. sued 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 extens~on 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 subj t ield inspections. date INSPECTION REQ ST LINE: (303)234-5933 BUILDING OFFICE, (303)235"2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Inspection Line: 303-234-5933 De V'-~U-'<l'" Building Permit Application Property Address:L. t..f l--L It $"", Of /J r Property Owner (please print): G;-\>Ne. <C A ^IN F""I e ~ ~Le r Date: Og .13' Plan#: Permit#: Og(J1 It.{- Phone: }\:, 3 - 9'9 S'-- 7?.l{ L Mailing Address: (if different than property address) Address: f 'L "1/) Lv. L.~ -!-L.. 4v'i? City, State, Zip: Gel! fl ~ oJ, C '0 'f:? 0 L/ 0 I Contractor: jIv\ 4~p'rvS C<<.IV,,{rvc{, ~'-' Contractor License #: <:) "3'"0 ( L-{ Lf Phone: 7'- '\) - c ~\)- ~6 6S Sub Contractors: Electrical City License #: Company: Plumbing City License #: Company Mechanicai City License #: Company: Use of space (description): Description of work: Oe.....- <:>1.+>1"- ~ 13",1. Exp. Date: Approval: OI(V"-'"Il I../..\yv Exp. Date: Approval: Exp. Date: Approval: Construction Value: $ (as calculated per the Building Valuation Data sheet) Plan Review (due at time of submittal): $ ",f a r Il I+.u,~ I .{.. .(;.llow, Sq. Ft./L.Ft added: Squares BTU's Gailons Amps 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 (LB.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) ~ or PERSONAL REPRESE PRINT NAME: :s q oJ IM:~::r erV.. SIGNATURE: TIVEof(OWNER) (CONTRATOR) I! Date: ~ /) \l?"' DEPARTMENT USE ONLY , ZONING COMMENTS: Zoning: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: BurLOING DEPARTMENT COMMENTS: OCCUPANCY: Reviewer: FIRE DEPARTMENT:: 0 approved wI comments 0 disapproved Ono review required Bldg Valuation: $ 0~(21/2008 10:10 HILLEN CORP 3032571553 en 01 ~ ~1iJjAiII[ll:i.Il!mll&-ACllIllIllm74l111ll1C 761Jtt;ntam!1l:l...~~.Clr.mm."m.2:ltJi.2&IiI~-~ma:;'i.JES$ FAX COVER SHEET Date: 7/21108 Total Pages: ---1......_ To: MajeN~_<::onsL...____. Aun: ~!l~!1jeros From:Rick..~gwell Fax To:}~?.948-8817 ""....'''''A......--Di <1~~ Flll< From: (1~;!)2l\7.!!@. rQJ~ V--c f-- .-,.~.,._---,_......."..~...._-_. ..----.......;......,.".-,..'...-..- PAGE 01/02 ~7(21/2008 10:10 3032671663 HILLEN CORP PAGE 02/02 Colorado Department of Public Health and Environment Air Pollution Control Division - Indoor Environment Program - AsbestosllAQ Air Unit 4300 Cherry Creek Drive South, APCD-IE-B1 Denver, Colorado 80246-1530 Phone: 303.692-3100 - Fax; 303-782-0278 E-mail: asbestos@state.co.us DEMOLITIQ~)1tfp:Rt;J:~AL NOTICE .,.:..::t:/~~7'~" ";:',~:;~;:i:::;:.. . This approval notice is grant~:~gtib.lect to.S~J8r~~6,~t._9~!\~ity C~litr.J?lComJJJission Regulatio~ No.8, Part B, adopted Decem1!i-er 21,2q~~;:al1d.1.:ffel;(t~:lap~~ry 30, 2Q0~ and the Colorado Air Pollution Prevention and Q:oritroIMi,,t'~;~:S:::(2:S~J'~.l;al'-a!li\f2'1i:'1~501 et"S~q>. This notice signifies that the structure was i11~~~:/;ted fq,;:~~b~~iti~;)~fiii~~~~):~tf;~l~s'(~o,ntainrit'g radioactive materia!), and Ozone-Depleting Retfigerantg<;'liit~~iij.~:d'enitilitilmciiIl,~ll'fOf;1'$s'propef!9' notified the Colorado Department o,f,Publjci:tteii1'th'ihd"F;~\'ifc;npl,~rit.pyisitlliit:t6'):tegubMi:lI1 No.8, Part B. . . ___...... . .._....... :t~.L .;. ..j;)"..:~~?::.).~:~~.t:~~~;:(~ti~:.~i;~:.;~~:t~.~..[:,,:.~~:.:~::{c;.:;.:.\~:iliU:.iY:.':'(:-:.:'~,___~!;:-". . .--.-... ... -..- ..._......~. As a contractor, you ImWibe subj~cno -o'llier,:aeii1oliti6nlJ~~hses-ij.i)d:perrnits~\(jependil1g on the requirements of the couil.o/.*-ndl~~lli:iRa1i~'iJ"k\\1iiichtheWo~kjsr~*gp~r~o!med, The Colorado Department of Public Heatthand"E~yirdfuri~pt, Ait'PolluUo1i:Co~l:!l DiVist~h, strongly suggests 111at you check with count):'ap.d p:iJii:iicijj~fatii:Jl~.~:~i~g,J1fotder ~o(d~fennine.aJ.1Y other local buildinglpennitting reqUire:i~~~~(thll:t/#i~st:~t.~;~::>.-,...<,~.~",:];\.. """.>5'.:::'- . Please note that certain asbe;i~!'t:oittainillg.'tn~liitillls(AC~),~iIf:~emain in the structure during demolition. Therefore, liifY:ti;le,oiolition debrIs left :~~Ji~lid arier the completion of post- demolition site cleanup may constitiiff'it;,~l:~ea~Q,n"t9.~t1:OW!'Otasbestos-contaminated soil" at '. ,!,r.,...,."."'f:.'.........,. tbe site, subject to the requirements of Sectiotl5:5ijf the Solid Waste Regulations (6 CCR 1007-2, Part 1). THE ORIGINAL AfPROV AL NOTICE MUST BE POSTED ON SITE AT ALL TIM.ES. Immediately notify the AsbestosllAQ Unit of project modifications hylax (number above) or e-mail (address ahOlle) and the appropriate cIJunty health department by fax. ProJect modifications include cfl(mges in the scope of work or tire scheduled work dates.. etc. This demolition approval notice is valid beginning 7/30/2008. The actual scheduled work dates are-from 7/30/2008throllgh 7/31"/2D08. Approval.issued on: 7/15/2008 Record number: 62995 Notice Number: 08JE2564.D For the location specified below: 24 Hillside Drive Fee Paid: $60,00 Check number: 2170 Asbestos Building Inspector: Mary E HBgg...d Ceritication No,: 14006 24 Hillside Drive Jefferson County This notice has been issued to; Hillen COl"porlltion 7600 Dahlia Commerce City, CO 80022 Inspection Date: 02/14/2008 J#~e ,y: \ ~"- \..L~""~"" r!.) _'ff.l .I~ ~.:.~ r,.~., r~ u ....~~.,- CITY OF WHEAT RIDGE :?r~ Building Inspection Division IV (303) 234-5933 Inspection line (303) 235-2855 Office' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address/Permit Number: D No one available forinspect~~rTilne Re-Inspection required: Yes (~ ) * When corrections have been ma~~ for re-inspection at 303-2 Date: -1/~Z, JoY Inspector: ! . I I DO NOT REMOVE IS NOTICE AM/PM -5933 ~li.~4" ~. PElU1IT NO, JOB. ADDRESS: 24 HI!. DSSCl'tIPTION:. '1'-elllP s **" 'cONTActs owner. gc ,\' ISS~: EXPIRES: 07117 ,2,1),0;8 . Qii13~9 - ., 303/288-87 Ii erlOccup;lnt ........... fltYJ1W\dt~ 08-0164. A1Bl ound IU.ectricf: "",':, ';"''", ,-','{;-, .. PA,lt<;:EL INFO-;, * ZONE CODE:. UA SUllDIvrSION: .067 USE: .VA BLOCK/LOT#:. 01 ,,- : , . ' " :'0"~_ Con~tion.; MUst comply. wI ESTIMATEIi P OJECT VAtU:A1'ION: FEES .~ ,.._...__....; ~. . 30.55 .00 8.98 39.53 499_00 .. FEE SUMMARY .. . ",' ,- ",' permi t. --Pee. Total Valuation Use'1'a,x , ** 'tOTAL' *.. ,'__;-i 2003 tIte & 20Q5 NEC. Ii' 1. T1>;i" _. ",. i..ll$4.. st..ee iO~.<>>19t'a:i;1o,Ud or~~.fJ;:(1f ~-:C;i:t:y.. 2. Th.. ;\$rmH sh;4J, ~( -~~e.. :An.etxt,en.j"Ql=l,'tna!, 3. 1f: this .~t{~.$t'_M:. ,'~.."h&ve,~';_oi~w' ,~eeg~ci~,one" (.1:}, _fur. 'l:l~:_pe.idA'Qr,~:n,_~, ~:t:m. 4 ; ~,work of any. -;manner ., s. ' 'cor.~'rllctOf: B~'ii-ilQ1;;t:f . Wl:'i~ten- _~PwfQnJ: Ctn ,t ' 6. The- ia.uance of- a',~_, art ~r~l of:-;." ~.~~" Pal' -plan reyiejrl' i.. . i.tan~~~ proposeq by this permit application are accurate, t.be 'City of Wheat Ridge or covenants, e6Bemen1fs or' test..riC . " . 'd(j _ not vlola:t'e appi'i(:abl&" ~~ ~;f reeord: t~_t." ap " _ '1, 'c~ditiorur prin.:tid- bn ,this' '4 '('I'.JLC)' '.irtd .itp~lier h ~~_C;:PX: n,cie With: :~'n. 'prov1sio~;,.et forth,.' 1n 'YOUl:' 1'ppU-eat:,1.;_on ~nd , , ing R~labons 'a~ Bufl-d'irtg dOtie:s of Wheat .'ltidge, Q):torado " '":'-''' _.,-,', .' sUb~Ject' too t~ ),,~~~, ,'of'" the'- r,'&I1-Y' other' - .pp-licabJ::e :-"" ,- ,. ' S ,fro'!t tJle issue ,date, Requests for an extension mUst"~: re" .d'.t 't~e. discre~*on of the Building Offieial. . __!I'l~t may be a:c:~red for a fe,e of one-half the amount no.l1'Ra, , }n,~e, _O#~~tial pians' and aped,f'iClations and any"liIuapensi 88 haVe b&~n or if sUBp'en,ton or 'abando_nt exceeds "one"-(1) ~ that' ~i1:i' change ,the :natural -flow of ,W&ter- causing a; d:r t,~;;~' dJ.l.lg, ltisp.ct,o.r 't~aty-tour (24)' hours in i'ldvance f,or a;l.l- in ',ect~on;'e ,\U'li before proc,~e5iing with successive phases af "the jOb, -:-~I!i""-:t):1~-,:approva'l ,Of_ ,drawings and l!'P*cHicat'ion,e sh~ll ntit; be, ,conlit ~~, "',,:'~ _ ,the ,~vis'ioP.. of the building codes ar any otJ:l-eir ordinane " f, 'e:lcl inapeqi:.ions, 'rved '~10~,'to --~lr.tion . y reqUi~ed'; ',prbvi&ac(fiO or-'_~t, il.'.' hOt year~':"'f,ull. f.~ '.ba:l-~ 'MS!!' pro:bli!m '_ ttons: 'and sha1:1 receive ~Q-:be 'a p~t, for, _n~ ;'1aij.t,;'~-rule or'- r-egUra't.i~,:,-- Signature_ ot Ch'~,et; date :DIll- 3(3)234~n33 BUILDING OFFICE: (303) 235 .~liltf; *M.~ BUSINESS J?AY fOR INSPIlCTIOlil THE POL " ", -. '! . ,''-,' 85$: . .. . .~ BUSINIlsS_DAY_ o~ 'NHg..j~ ~ ~ O(OR~O I !City of Wheat Ridge Building Division 17500 W. 29th Ave., Wheat Ridge, CO 80033 ,office: 303-235-2855 * Fax: 303-235-2857 Inspection Line: 303-234-5933 Date: 0 7- i 7 ,()g' Plan#: Permit #: 03' !J 7q~ Building Permit Application Property AddreSS a L/ )//~ 1/5 ;cI'c 1),7) '( ue Property Owne,r (please print): Mailing Address: (if different than property address) Address: P ne: City, State, Zip: Contractor: 712 I c.- Contractor License #: Phone: Sub Contractors: Electrical City License #: Company: Plumbing City License # Company M chanical City License #: C mpany: Exp. Date: Approval: Exp. Date: Approval: E . Date: A proval: Use of space (description): Description of work: ~ .f,\,' "/' _ /cf11r' .5eU/, Le:- Construction Value: (as calculated per the B "Iding Valuation Data sheet) Plan Review (due at tim of submittal): $ Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do at violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; t at 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 fori compliance with the Wheat Ridge Building Code (I.RC) and all other applicable heat Ridge Ordinances, for work under this permit. Plans subject to field inspection. ~t?~ CfRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRES PRINT NAME i..o'-t[) Hh?{/1JI4.tV0r-2 SIGNATURE: DEPARTMENT USE ONLY ZONING COMMENTS: Zoniing: RevieWer: PUBLIC WORKS C;OMMENTS: Revie~er: BUILDING DEPA~TMENT COMMENTS: Revie~er: , OCCUPANCY FIRE DEPARTME:~T:: D approved wi comments D disapproved 0 no review required Bldg Va uation: $ Ci~y of Wheat Ridge R~sidential Electric PERMIT - 0602 6 PERMIT NO, JOB ADDRESS, DESCRIPTION, 060256 24 HILDSIDE DR 200 Amp Service upgrade ISSUED, EXPIRES, 04/19 2006 10/19 2007 This permit was issued lin accordance with the provisions set forth in your application and s 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 Ci ty.: This permit shall expi~e if (A) the work authorized is not commenced within sixty (60) days from issue date or (E) the building authorized is :suspended or abandoned for a period of 180 days. If this permit expires.; a new permit may be acquired for a fee of one-half the amount norma changes have been or W~ll be made in the original plans and specifications and any suspensi exceeded one (1) year. i If changes have been or if suspens~on or abandonment exceeds one (1 be paid for a new perm~t. No work of any manner ~ha11 be done that will change the natural flow of water causing a dr inage problem. Contractor shall notif~ the Building Inspector twenty-four (24) hours in advance for all in pections and shall rece~ve written approval on in~pection card before proceeding with successive phases of the job. The issuance of a perm~t or the approval of drawings and specifications shall not be constr ed to be a permit for, nor an approval of, any viqlation of the,proviSions of the building codes or any other ordinanc , law, rule or regulation. All plan review ~s sub~ect to field ~nspections. *** CONTACTS **~ 303/995-72~2 303/233-3888 06-0044 1 Stop Gene Fletcher Michael B. Deide1 owner gc * * PARCEL INFO ZONE CODE, SUBDIVISION, ** R-1 UA USE, BLOCK/LOT#, R-3 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION, FEES 74.22 .00 27.36 101.58 Permit Fee Total Valuation Use Tax ** TOTAL ** Comments: Must meet 2002 NEC. I hereby certify that the :setback distances proposed by this permit application are accurate, ordinances, rules or reguliations of the City of Wheat Ridge or covenants, easements or restric measurements shown, and al,legations made are accurate; that I have read and agree to abide by application_aJ:1-d that I ass!ume full responsibility for compliance with the Wheat Ridge Building applic e wnea dge Ord~ a ces, for work under this permit. Plans subject to field inspecti /".-/ ._._~-....4. .-- f '1. ....oG date 1. 2. 3. 4. 5. 6. date Signatu -~"'- lectric Inc. 1,520.00 d do not violate applicable ions of record; that all 11 conditions printed on this ode (r.B.C) and all other ly required, provided no n or abandonment has not year, full fees shall (303)234-5933 BUILDING OFFICE, (303)235 2855 3PM ANY BUSINESS DAY FOR INSPECTION THE FOL OWING BUSINESS DAY. "~~"~ ~ ~ $ " ~ OR"W CltY'of Wheat Ridge Community Development Department MINOR BUILDING PERMIT APPUCATION l:)""" ~\-e.h."'''ilL ~L-I l+t Il~,d" ~n.. 6& Dul'( . I ~TCX' ~\""{.....It!. Building PefTlllt Number: Date: Property Owner; PropertyAcldress: Contractor License No.: Company: Phone: 30 ~ -'l~ S" - 7.;l-l( L Phone: 30,) - 2-;~ - ~ 'jt8S- OWN~R1CONTRACTOR SIGNATUR~ OP UNDERSTANDING AND AGREEMENT 8liildina DeDi. Valuation Figure: $/5;;0 .lI!l I hereby cartilil that tho setback distances proposed by this permit appllc.a~on are accurate, and do not violate applicable ordinances, rul.s or regulaUons olth. City 01 Wheat Ridge or covenants. ea$ements or reltrfctlons of record; that all rhea$l.lrement$ shewn. and allegatlon$ maet. are accurate; that I have read and .agree to abide by all condillons printed on this application and that I a..ume luli respons/blJJty for compliance with the Wheat Ridge Building Code (I.B.C) end all olller applicable Wlleal Ridge Ordinances, for work under this ermlt Ph,":, sub to flold In~p.c:tIQn. .v alue:$ Permit Fee:$ Plan Review Fee:$ Ilse Tax'$ Total:$ (OWNM)(CO~RAeroR)~ SIGNE (OWNERl(CONTRAc-rOR):P"'NTEO /oil I C' fHtl..( 11. ATE q-/f'Ob . D",crr"'(DATE l.(71"J.O~. Use of Space (description): Description of work: ~ Se.jW\" c \) p c: tt.....a c . Sq. PI. addod ONING COMMENTS: Approval: Zoning: BVILDING DEPARTMENT USE ONLY SIC: Sq.FI.: UILllIN~ COMMENTS: Approval: u"uc WOAI<S COMMINT$; Approv.l; IRE DEPAAThlENT COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Expiration.Dale: Approval: Plumbing License No: Company: Expiralion Date: Approval: Mechanical License No: Company: Expiration Date: Approval: (1) Thi$ permIt wae issued In accordance with the pr(;l'vf$ions set forth In your application and is $ubjectto the laws of the State of Colorado and to the Zoning Regulations and Building Codeli of Wheat Ridge, Colorado or anyother9ppllcable ordinances of theCI\)'. This permit shall8:.cplre If (A) the work authOr1:1;lilId is not commenced withIn $ixty (60) dSl'$1rom Issue date or (8) the building ,authorj~ed Iii suspended or abandoned tor a period or 1 eo days. If this pennlt expires, a new permit may be acquired for a fea of tme-half the amount normally requlr$d, provided no changes have baen or will be made in the original plans and specifications and any.suspenslon or abandonment has not exceeded one (1 } year. If changes have be8i1 or irsusPltflslon or abandonmel"ltexceeds onlt (1) year, full fees shall be paid for a new permit. No work ot any manner shall be done. that will ch~ngfl the natun:ll flow of Will tar causing ~ drBinage problem. ContracLor shall notify the BuildIng Inspector twant)'-four (24) houf$ in advance for alllnsp6ctlons and shall recelvQ written approval on InspectIon Cilrd before procetdin" with succ8$slVIil phases of !hi Job. The 15suance ofa permIt or the approval of drawlngi and speclllcations shall n01 be cQJ'1str'lied to be a permit for, nor an approval of, any violation of the pro\ll:sloni Qfthe building COdes oranyathlilrOrdlnance,law, ruleorregulliltion. AIl plan review Is subject to field In.spec.tlons. (2) (3) (4) (5) (6) Chief Building Official '30/'30 38\1d 8NINN\lld L9SG9EGE0E PP:S0 '300G/51/p0 75(,0 lA.J. '1..<1711 Building Permit CITY OF WHEAT RIDGE 7500 West 29m Avenue Wheatridge, CO 80033 303-235-2855 Permit Number 19248 9/23/2005 Inspection Line 3D3-234-5833 Residential Mechanical PROPERTY 24 Hillside Dr OWNER: Gene Fletcher Unit: (303) 232-3528 Description Replace existing boiler and water heater. IFEES IFees IUseTax IPermit Fee ITotal Fees ~ [cONTRACTORS IName IMac-Vik PlumbinQ & HeatinQ 1 IDue 1$180.00 1$235.70 1$415.70 1 1 ILicense # 117656 Jl~JjJ 1 IPaid 1$180.00 1$235.70 1$415.70 1 1 IPhone 1303279-7971 Units: Occupancy: Walls: Roof: Stories: Sq Feet: o I hereby certify that the setbaek distances proposed by this_penmt application are accurate, and do not violate applicableonlinances, roles' orregulati;ons ofthe City of Wheat Ridge or covenants,_easements or restrictions orrecord; tbat allmeasurements shown, and allegations made are accuratc; that Ihave.read and agree to abide by aU condilions printed on thiS application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (V.B.C.) and all otbcrapplicable Wheat Ridge ordinances, f(lr work under this pennit. SIGNED DATE (OWNER)(CONTRACTOR) 3 This pennlt was issued in aceordance with the provisions set forth in yonr application and i.'l subjecttothe laws of the State ofCol(lrado and to the Zimfug Regulali(lns and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City . Thispennitshall expire If (A) the work authoriZed Is not C(lnulleJJ,i:ed within sixty (60) days from issue date or (B) the building authorized i.'l suspended or aband(lne,d for a period of120 days. ICthi.'l permit expires, a newpennit may be acqulred.f(lCll fee of one-Jialfthe aniOlmt nonnaUy reqnlred, proVided nochanges have been or will bemade in the original plaus and specificatl(lns and any suspensJon orabandonment has not exceeded one (1) year~ Ifchanges are made or ifsuspen_sion or abandonmcnt exceeds one (1) year,full fees shall be paid for anew pennlt. Nowork of any manner shall be done that will change the natUral flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-f(lur(24) hours In advance for all inspections and shall receive written approval on inspection card before proceediilgwi Ivephases . 4 , 6 SIGNED DATE Chief Building Inspector Friday, September23, 2005 Page 1 of1 ~H[~> COMMUNITY DEVELOPMENT DEPARTMENT 1'/ BUILDING INSPECTION LINE - (303.234.5933) '" CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 . (303.235.2855) Building Permit Number: Date: APPL/CA nON Property OwnerC~\Q.>N2 ~ 0>- \.s~ Property Ad<lress: :;tel \-',. \\~~_&'- "._L"- Contractor License No.: Company: "" Cv"- - \..~. 'V l"" C-::, "'- \;\ ""'C\ \\1:'\ C\\) co'- Q.,o\Az..., \2-c~G_'&-'- Q70\&~L<",,- C:~'J '(C)qO\ OWNERlCONTRACTOR SKi-filATURE OF UNOERST A,HOtNG AND AGREEMOO Phone: a'l:< -- 3> '.oJ?{ Phone: ~'lC1 - rc (11 1 Construction Value: $~Ob. Permit Fee: $ J "3';, jI \J Plan Review Fee: $ Use Tax: $1'6 D ,t:JO Cf) IOWNER~CONTRACTORIPRINTEO DATE Total Fee: $'-\\"),1(:) DESCRIPTION: ~ ~J-"..u... Qji-~0G...>, ~-l .J6 Q.~_J..A.. ,~VjG..').z,,- \'-Q c::y.. ,..\ BUILDING DEPARTMENT USE ONLY SIC SqH: ZOHlHG COMMEHTS: Approval: Zoning: BUIlDIHG CQMMEHTS: Approval: Pvauc WORKS COMIIIENTS: Approval: I ('CCL,iCi,i, Electrical License No: Company: v"dl::;; ,:'-" "c::' ,;8::,iJe(,t:<liL:,,::s: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: expiration Date: Approval: Expiration Date: Approval: (1) Thb penal was tsMed... ~ wItIl the ptO'MkInl III fortb In 'fO'II1I ~ ancIlt hb)td b:I ""Iawt of Ill, StIt, of CokBdo Md to lIIeZonMg R49U1ation1 Iftd BuRcInt CcMhs of..ul Rkttt. Cokndo or any......... ordinances dIM CIty. ~l Thh pIrWlIth" upn If (A) 1M wodI ~ I, not ~ wIttNn sixty (50) days from ilsul U, or (8) 1M buikInt ......orind.. .u'IptrIdeCI or IbandoMd few II ..... " 11t ..... P) ...... ,.... ....... . ft.. pennlJMy be acquQd for . .. of on"'.'" amount Ml1NIy~. provkMd ftO dl..... hav, ... OK wiI be midi WI lit, origin" ' ,........ , .. -,Md..,....,....~h"notU~OM(1lyew. l~hntbeMGI..npen..<<...~ac.ds~(1) ,........... aIlII be paW for.... pIfmI. (4' No wort d..,. _... be don, tbal wiI c:hangt 1M natural now of... cautlng. drain. protMm. (5) Conndor ..... MUfy .... BuikIftt ........ ~ (24) hours In actv.CI tor II Inspection..d.1I f1lC4Ity, __ approval Oft MpKtiofl canI beton -...-....-"........ (II l'htluualta Df. pIf'IllIt<<.......".,... of......... SIIatifttation. ah.. not be constrved 10 be. permit for, nor III appro'ItI 01,., Yioldon oItha prO'rislon' of Ibt bdcIng I:OcIts or., odt.- .....ance, lIw. nit or .......ation. Chief Building Inspector 15391 Building P rmit Number: Date: 4/25/2003 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: EUGENE E. FLETCHER Property Address: 24 HILLSIDE DR Contractor License No. : Company: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 232-3528 Phone: Const ction Value: Permit Fee: Plan Review Fee: Use Tax: 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 ~~eat Ridge ordi~ces u r this permit. . (OWNER)(CONTRACTOR) SIGNED ATE (j.-zs-d!:> Use: Description: REPLACE SEWER LINE FROM HOUSE TO STREET BUILDING DEPARTMENT USE ONLY ZoningComm~n:f;;: Approval: Zoning: Building G,<mrm~~rits: Approval: [ublie,~~qQmmQ}!~~: Approval: Occupancy: Walls: Roof: Stories: Electrical License No : Company: Plumbing License No : Company: Expiration Date: Approval: Expiration Date: Approval: Total: IFi~~;]J SIC Sq. Ft. : esidential Units: Mec anical License No : Co pany: Expi ation Date: App oval: $200.00 $30.55 $0.00 $4.00 $34.55 This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of he State of Colorado and 10 the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue dale or (B) th building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided n changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes re made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contr 0 shall notify the Building Inspector twenty~four (24) hours in advance for all inspections and shall receive ritten approval on inspection card before edii ~~' sive phases of the job. T nce . r t e approval of drawings and specifications shall not be construed to be a permit for, n r an approval of, any violation of the v. s th u diother ordinance, law, rule or regulation. (1) (2) (3) (4) (5) (6) Chief Building Inspector ~' W"[4>.,,~ ~ 0 - ",1 u ~} COLOR./lSP CO~ITYDEVELOPMENTDEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) . APPLICATION E:.lA9€M E> V\rlc\t-..e \' ?...'-\ ~',l\ '&..&-e. .t:,1:'\\J--e. B ilding Permit Number: Date: Property Owner: Property Address: Contractor License No.: Company: Pone: 303 - 232. -:SS-l... 8 Pone: O'WNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pennit application are accurate, Construction Value:$ 2@ ,(1) and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or Pen lit Fee: $ covenants, easements orrestrictions of record; thataIl measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this Plan Revi( w Fee:$ application and tnat r assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under U e Tax.:$ thispennit -I rl / I Total:$.:.-'-; ,~ (OWNER)(CONTRACIOR), SIGNED&tr. _ f. -r. Ji;l/.Jfvf DATE LJ -25'A-..~ DESC)upTION: ~€\l ~~C e ">C IAJ C of \', '" ~ -\I,ow- \A.L>\AS e -\-0 ~ \\'e.e-t- BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanic License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This pcmrit was issued in accordance with the provisions set forth in your application and is subject to the laws of the Stab 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 if (A) the work authorized is not commenced within sixty (60) days from issue date or (,8) the buil .ins authorized is suspended or abandoned for a period of 120 days. (3) If this pcmrit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no chang have been or will be made.in the original plans and specificatiOllS and any suspension orabandonmenthas not exceeded one (1) year. If changes have been if suspension or abandonment exceeds one (I) year, full fees shall be paid for a new permit (4) No work afmy manner shall be done that will change the natural flow of water causing a drainage problem. (5) Ccmtractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and sball receive written ap roval on inspection card before proceeding with successive phases oftbe 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 a: lWval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Inspector 10786 Date: 6/30/2000 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) Property Owner: Property Address: 24 HILLSIDE DR Contractor License No.: 17557 Company: Ted's Sheds OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 232-1194 Phone: 421 2022 (OWNER)(CONTRACTOR) SIGN DATE 1- Total: $2,035.00 $83.25 $0.00 $30.53 $113.77 I hereby certify that the setback distances proposed by this pennit 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 aQree to abide b II conditions printed on this application, and that I assume full responslbir for comp' a ce with the Wheat Ridge Building Code (U.B.C.) and all other applicable Whe dge ort! a ces, for wor1< under this penni!. Construc ion Value : rmit Fee: Plan R view Fee: Use Tax: Use: Description: 12 X 16 STORAGE SHED BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft.: 6/30/00 MUST BE PROPERLY ANCHORED 6" X 6" SKIDS OR TREATED LUMBER W/IN 6" OF GRADE Approval: Occupancy: Walls: Roof: Stories: Re dential Units: Electrical License No : Company: Plumbing License No : Company: Mecha ical License No : Compa y : Expiration Date: Approval: Expiration Date: Approval : Explrat n Date: Approv I: !~l (6) This permit was Issued in accordance with the provisions set forth In yopur application and Is subject to the laws of the tate of Colorado and to the Zoning Regulations and Building Code of Wheat Rldpe, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authonzed Is not commenced within sixty (60) days from issue date or (B) the biding authorized Is suspended or abandoned for a period of 120 da);'s. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no ch nges have been or will be made In the original p!ans and speciftcations and any suspenslon or abandonment has not exceeded one (1) year. If changes are ade or If suspension or abandonment exceeds one {1} year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four {24} hours in advance for aU inspections and shall receive wrI n approval on inspection card before proceediing with successive phases of the Job. The Issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor a approval of, any violation of the provisions of the b . codes or any other ordinance, law, rule or regulation. 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