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5370 Nelson Street
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: E _ Job Address: -3'167 f? 7 Permit Number: ❑ No one available for inspectio2forre-inspection `~ ` AM/ M Re -Inspection required: Yes"/'No When corrections hive been made, to at 303-234-5933 Dater Inspector:,%/_, a DO NOT REMOVE THIS NOTICE City of Wheat Ridge E -Res. Furnace Replacement PERMIT - 201803287 PERMIT NO: 201803287 ISSUED: 12/26/2018 JOB ADDRESS: 5370 Nelson St EXPIRES: 12/26/2019 JOB DESCRIPTION: Replacement of Gas Furnace 120 BTUs/80 percent efficient. *** CONTACTS *** OWNER (303)940-8165 RAY JULIE DEMOTT SUB (303)313-3333 Michael Enright 017953 AAA Service Plumbing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,435.00 FEES Furnace Replacement 40.00 Total Valuation 0.00 Use Tax 51.14 ** TOTAL ** 91.14 *** 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 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. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable �uilding 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 le ally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180.days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the 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 androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applic�,lZle code or an j Qrdinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. enia Reimer DiSO /� �7 From: no-reply@ci.wheatridge.co. us Sent: Wednesday, December 26, 2018 11:58 AM To: CommDev Permits Subject: Online Form Submittal: Residential Furnace/Boiler Replacement Permit Application Categories: Gina 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** 5370 Nelson St Julie Ray 303-940-8165 pandj3303@comcast. net Wheatridge cc auth.pdf CONTRACTOR INFORMATION Contractor Business AAA Service Plumbing Name l 1. Contractor's License 017953 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-313-3333 Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address permits@aaatoday.com Retype Contractor Email permits@aaatoday.com Address DESCRIPTION OF WORK What type of unit is being Furnace installed? Number of BTUs 120 What is the efficiency 80 (%) 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 2435 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 2 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 Carrie Permit Email not displaying correctly? View it in your browser. City of Wheat Ridge Residential Roofing PERMIT - 201800292 PERMIT NO: 201800292 ISSUED: 01/30/2018 JOB ADDRESS: 5370 Nelson St EXPIRES: 01/30/2019 JOB DESCRIPTION: Residential re -roof with OC Duration asphalt shingles. Squares:32 Pitch:8/12 *** CONTACTS *** OWNER 303-929-4606 Julie DeMott SUB (303)295-2220 Tomas Wofram 110052 Core Contractors, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,224.00 FEES Total Valuation 0.00 Use Tax 172.70 Permit Fee 188.45 ** TOTAL ** 361.15 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. INSPECTION RECORD Inspection online form: http://www.cl.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business day PERMIT:ADDRESSJOB CODE: Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 302 Wall Sheathing 103 Footing / P.E. Letter 303 Roof Sheathing 104 Foundation Setback Cert. 305 Insulation 105 Stem Walls 306 Mid -Roof 106 Foundation wall Insulation 307 Metal / Lath / Stucco Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 302 Wall Sheathing 202 Sewer Underground Int. 303 Roof Sheathing 203 Sewer Underground Ext. 305 Insulation 204 Plumbing Underground Int. 306 Mid -Roof 205 Plumbing Underground Ext. 307 Metal / Lath / Stucco 206 Water Underground 309 Rough Electrical Commercial Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT:, / �5 2 ��� ADDRESS: ti� 7� /�.�� - JOB CODE: Ke -.r - Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning" Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 "For ROW and drainage inspections please call 303-235-2861 'For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works" 413 Flood plain Inspection'* 414 Fire Insp. / Fire Protection"' 415 Public Works Final" 416 Storm Water Mgmt." 417 Zoning Final Inspection' 418 Building Final Inspection 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 please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. The City of Wheat Ridge Third Party Form Check List Property Address Permit Number/C. Permit Issued Date Owner Information Property Owner Information Property Owner Address Inspector Information Inspection Company Inspector Name Inspector Contact info. Inspector Statement and Acknowledgement * I hearby acknowledge the roof I am inspecting is 6/12 or over. All roofs that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept. * I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as all City of Wheat Ridge Policies and Procedure and Manufacturer's recommendations and specifications. Inspector:_ !f' _ Date: Property Owner Statement of Acknowledgement *1 hearby acknowledge that I am the owner of the building referenced above and I give my consent for the listed third -party inspection company to perform my roof inspection in lieu of the City of Wheat Ridge Building Division inspection. .- 1' Propery Owner/Agent: _s� �,� Date: , _ --/ This original document and permit card, as well as the roofing check list, must be submitted tc the Chief Building Official within seven days of the final inspection. Drop off in person Permit counter 2nd floor 7500 W. 29th Ave Wheat Ridge CO 80033 Draft Date: 7/26/17 Please add note to reverse side The City of Wheat Ridge Inspection Check List notes Mid -Roof Roof Inwection ❑ N/A ❑ Pass ❑ Fail ❑ N/A EaPass ❑ Fail Structural roof components ❑ N/A [F -Pass ❑ Fail Verify that no more than 2 layers of shingles exist ❑ N/A ❑ Pass ❑ Fail Flashing for roof and walls ❑ Pass ❑ Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) aN/A ❑ Pass ❑ Fail Verify sheathing nail pattern (See Policy & Procedures) �N/A ❑ Pass ❑ Fail Crickets and saddles where needed ❑ N/A Pass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A Pass ❑ Fail Verify vent caps ❑ N/A A -Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A APass ❑ Fail Step flashing shall be min. of 4x4 piece per shingle ❑ N/A ❑ Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A Pass ❑ Fail Ice and water shield 2' in heated wall spaces ❑ N/A © Pass ❑ Fail Underlayments must follow 2012 IRC / 2012 IBC ❑ N/A Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/APass ❑ Fail Dripedge should extend down min 2" past roof deck ❑ N/A Pass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC Ll N/A ❑ Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 In N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope N/A ❑ Pass ❑ Fail Above roof insulation R-25 ❑ N/A ❑ Pass ❑ Fail Below roof residential R-38 E] N/A ❑ Pass ❑ Fail Below roof commercial R-32 N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements N/A ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material N/A ❑ Pass ❑ Fail as roof Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min_ of 4" _Tile Roofs Requirements N/A ❑ Pass ❑ Fail Clay and concrete the shatl have a min. 2-112:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Mid -Roof Notes vu e -,f< -(- © "-L 7 &pct vc Company Name: ct o Lct �22- , LL6- Inspector signature: - ®ate of Inspection: 3 ---7 —i The City of Wheat Ridge Inspection Check List notes Final Roof Roof Inspection ❑ N/A ❑ Pass ❑ Fail ❑ N/A Pass ❑ Fail Structural roof components ❑ N/A Pass ❑ Fail Verifythat no more than an 2 layers of shingles exist ❑yN/A Pass E] Fail Flashing for roof and walls 1 � 7`` ❑ Pass ❑ Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) N/A ❑ Pass ❑ Fail Verify sheathing nail pattern (See Policy & Procedures) �( N/A ❑ Pass ❑ Fail Crickets and saddles where needed ❑ N/A 'i ``Pass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A Pass ❑ Fail Verify, vent caps ❑ N/A Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A J Pass ❑ Fail Step flashing shall be min. of 4x4 piece per shingle ,Ej N/A ❑ Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A l Pass ❑ Fail Ice and water shield 2' in heated wall spaces ❑ N/A ( Pass ❑ Fail Underlayments must follow 2012 IRC / 2012 IBC ❑ N/A Q Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A P Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A � Pass E] Fail Dripedge should extend down min 2" past roof deck ❑ N/A Pass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC U"N/A Q Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope; Exception: detached garages, patios, carports, open on three sides with min. slope of 1:12 L N/A ❑ Pass Q Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope N/A ❑ Pass ❑ Fail Above roof insulation R-25 N/A ❑ Pass ❑ Fail Below roof residential R-38 N/A ❑ Pass ❑ Fail Below roof commercial R-32 N/A Q Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturer's specifications - Must have manufacturer's letter of ! warranty with the address on the letter for final inspection Metal Roof Shingles Requirements N/A ❑ Pass ❑ Fail Metal root shingles shall not be installed on slope less 3:12 CJ N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material as roof El N/A ❑ Pass ❑ Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" _Tile Roofs Requirements Q N/A ❑ Pass ❑ Fail Clay and concrete the shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Final Roof Notes Company Name; Inspector signature: Date of Inspection: City of Wheat Ridge r Resid. Windows/Doors PERMIT - 201800569 PERMIT NO: 201800569 ISSUED: 03/01/2018 JOB ADDRESS: 5370 Nelson ST EXPIRES: 03/01/2019 JOB DESCRIPTION: Replace 2 windows like for like, size for size in living room and family room. U -factor 0.25 *** CONTACTS *** OWNER (303)940-8165 RAY JULIE DEMOTT SUB (303)371-3750 Graydon Bevis 020762 Pella Windows & Doors Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 12,052.70 FEES Window Replacement 100.06 Total Valuation 0.00 Use Tax 253.11 ** TOTAL ** 353.17 *** COMMENTS *** *** CONDITIONS *** Windows shall comply with all applicable codes, have a .32 or better U -factor and shall be safety glazing if within a tub enclosure, less than 18 inches above the floor or within 24 inches of a vertical edge of a door. I by my signature do hereby atthat 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 t7ie 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 ennrt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performe ,,aandyJ�aat lt.�cc�rk to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNBI oy�CONTRACTOR (Circle one) Date 1. This permit was iss'bec based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an manner shall be performed that shall results in a 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 procee or conceal wothout written approval of such work from the Building and Inspection Services Division. 6. The issuance or gTriting of a p iit shall not be d6tlstrued to be a permit for, or an approval of, an violation of any provision of any applicable code r9n yyin motion of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Building & Inspection Services Division 7500 W. 29"' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: per rnitsC&ci.wheatridQe,co,us FOR OFFICE USE ONLY Me PlanlPermit# Plan Review Fee. Building Permit Application *** Please complete all highlighted areas on both sides of this form, Incomplete applications may not be processed. — Property Address: -53-40 Property Owner (please print): Phone -303- 6?40-'6 1 Lo5 Property Owner Email: Mailing Address: (if different than property address) Address: City, State,: Arch itect/Engineer,- Architect/Engineer E-mail: Phone: Contractor: Contractors City License #:_020_4 (D 2 Phone: Contractor E-mail Address: Sub Contractors: Electrical W.R. City License# Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL 9 RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT [� OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) u�c cAcs— 0.2 5 Sq. Ft.JLF Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certifv that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE. (OWNER) (CONTRACTOR) gr_ (ttt�l'Tlft1W��DR�FRESEI4"T�tfiIYE)� (OWikER)LONTRAC'TOR) PRINT NAME; ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS, Reviewer: PROOF QE SUBMISSION FORM Fire Department 1—�t Received ❑Foot Required Water District ❑ Received ❑ Not Required Sanitation District 0 Received 0 Not Required DEPARTMENT US NL`T OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION: SPRINKLERE, OCCUPANT LOAD: Building Division Valuation: $ H. Office Order Copy Branch Number: 71500 Window Store Name: Order Number: 715AGO031M Quote Number: 9766312 Quote Description: Ray,Julie,2007565 Project Name: Ray,Julie,2007565 Customer Information Deliver To Address Order Information Julie Ray Lot # Sales Rep Name: Gallogly, Audra Cust Delivery Date: 3/1/2018 5370 Nelson St Address: Business Segment: Retail Quoted Date: 1/18/2018 5370 Nelson St Market Segment: Single Family Replacement Contract Date: 1/23/2018 Order Type: Installed Sales Booked Date: 2/1/2018 ARVADA, CO 800024945 Effective Discount: 12.965% Earliest LRD: 2/912018 Contact Name: ARVADA, CO 80002-4945 Commission Split: Gallogly, Audra -100% Primary Phone: (303) 9408165 County: JEFFERSON Tax Code: ZZF Mobile Phone: Owner Name: Tax Exempt #: Fax Number: Julie Ray Payment Terms: Deposit/Paid on Installation Customer PO #: E -Mail: Event #: 8988870 Great Plains #: 131031 Owner Phone: (303) 9408165 Order Verifier Name: Mortensen, Paxton Order Verification Date: 1/30/2018 Customer ID: 12547378 Scheduled Install Start Date: 3/8/2018 Scheduled Install End Date: 3/9/2018 Customer Number: 1008592075 Install Crew: Timberline Door & Window -East, Dominic Customer Account: 1004582112 Install Duration: 1.5 DAY Install Status: Reserved Delivery Notes: 968 For delivery and installation contact Julie 303-940-8165 Line # Quote Qty PO Qty Description 10 1 0 S & H Tailgate Taxable - Std Shipping & Handling Location: None Assigned Taxable Z1 Rough Opening: Frame Size: Final Wall Depth: Frame Perimeter (inches): Assembly Type: Branch Catalog Last Revision Date: Printed on 2/6/2018 Office Order Copy Page 1 of 8 Customer: Julie Ray Quote Description: Ray,Julie,2007565 Order Number: 715AGO031 M Line # Quote Qty PO Qty Description 15 1 0 BuildingPermit/ Admin Fee - Building Permit/Admin Fee Location: None Assigned Rough Opening: Frame Size: Final Wall Depth: Frame Perimeter (inches): Assembly Type: Branch Catalog Last Revision Date: Printed on 2/612018 Office Order Copy Page 2 of 8 Customer: Julie Ray Quote Description: Ray,Julie,2007565 Order Number: 715AGO031 M Outside View Line # Quote Qty PO Qty Description 40 1 1 Location: Living Room Rough Opening: 71.75' X 60" Frame Size: 71" X 59.25' Final Wall Depth: `---- 71 -- Frame Perimeter (inches): 261 Assembly Type: Pella Assembled Last Revision Date: Designer, 2 -Wide Double Hung, 71 X 59.25, White 1: 35.2559.25 Double Hung, Equal Frame Size: 35 114 X 59114 General Information: Standard, Clad, 5', 311/16" Exterior Color / Finish: Standard Enduraclad, White Interior Color / Finish: Bright White Interior Glass: Insulated Low -E Advanced Low -E Insulating Glass Argon Non High Altitude Hinge Panel: Clear, Annealed Hardware Options: Cam -Action Lock, White, No Limited Opening Hardware, Order Sash Lift, No Integrated Sensor Screen: Half Screen, White, InView- Unit Accessories: Snap -In Between -The -Glass Fabric Shade Bottom -Up, Snap -In Between -The -Glass Fabric Shade Bottom -Up, Pearl, Manual Performance Information: U -Factor 0.25, SHGC 0.25, VLT 0.47, CPD PEL -N-121-01524-00001, Performance Class LC, PG 45, Calculated Positive DP Rating 45, Calculated Negative DP Rating 45, Year Rated 08111, Egress Meets Typical 5.7 sgft (E) (United States Only) Grille: RMB, No Custom Grille, 314" Designer, Traditional (3W2H / 3W2H), Bright White, White, Shipped In Unit Vertical Mull 1: FactoryMull, 1/2" mullion for 3-9/16", Mull Design Pressure - 20 2: 35.2559.25 Double Hung, Equal Frame Size: 35 1/4 X 59 1/4 General Information: Standard, Clad, 5', 311/16" Exterior Color / Finish: Standard Enduraclad, White Interior Color /Finish: Bright White Interior Glass: Insulated Low -E Advanced Low -E Insulating Glass Argon Non High Altitude Hinge Panel: Clear, Annealed Hardware Options: Cam -Action Lock, White, No Limited Opening Hardware, Order Sash Lift, No Integrated Sensor Screen: Half Screen, White, InView- Unit Accessories: Snap -In Between -The -Glass Fabric Shade Bottom -Up, Snap -In Between -The -Glass Fabric Shade Bottom -Up, Pearl, Manual Performance Information: U -Factor 0.25, SHGC 0.25, VLT 0.47, CPD PEL -N-121-01524-00001, Performance Class LC, PG 45, Calculated Positive DP Rating 45, Calculated Negative DP Rating 45, Year Rated 08111, Egress Meets Typical 5.7 sqft (E) (United States Only) Grille: RMB, No Custom Grille, 3/4" Designer, Traditional (3W2H / 3W2H), Bright White, White, Shipped In Unit Vertical Mull 1: FactoryMull, 1/2" mullion for 3-9/16", Mull Design Pressure - 20 Wrapping Information: Foldout Fins, Factory Applied, No Exterior Trim, No Interior Trim, 3 11/16", 5', Factory Applied, Pella Recommended Clearance, Perimeter Length = 261". Printed on 2/612018 Office Order Copy Page 3 of Customer. Julie Ray Quote Description: Ray,Julie,2007565 Order Number: 715AGO031 M Outside View Line # Quote Qty PO Qty Description 45 1 1 Designer, 3 -Wide Double Hung, 95.25 X 47.25, White Location: Family Room [qK33jffTTI= Rough Opening: 96"X48" 1: 31.7547.25 Double Hung, Equal Frame Size: 95.25" X 47.25" Frame Size: 31 314 X 47 1/4 General Information: Standard, Clad, 5", 311/16" Final Wall Depth: Exterior Color / Finish: Standard Enduraclad, White Frame Perimeter(inches):285 Interior Color / Finish: Bright White Interior Glass: Insulated Low -E Advanced Low -E Insulating Glass Argon Non High Assembly Type: Branch Finished Altitude Last REVISIOn Date: Hinge Panel: Clear, Annealed Hardware Options: Cam -Action Lock, White, No Limited Opening Hardware, Order Sash Lift, No Integrated Sensor Screen: Full Screen, White, InViewTM Unit Accessories: Snap -In Between -The -Glass Fabric Shade Bottom -Up, Snap -In Between -The -Glass Fabric Shade Bottom -Up, Pearl, Manual Performance Information: U -Factor 0.25, SHGC 0.25, VLT 0.47, CPD PEL -N-121-01524-00001, Performance Class LC, PG 50, Calculated Positive DP Rating 50, Calculated Negative DP Rating 50, Year Rated 08111, Egress Does not meet typical United States egress, but may comply with local code requirements Grille: RMB, No Custom Grille, 3/4" Designer, Traditional (3W2H 13W2H), Bright White, White, Shipped In Unit Vertical Mull 1: FactoryMull, Standard Joining Mullion, Frame To Frame Width- 0", Mull Design Pressure- 20 2: 31.7547.25 Fixed Sash Set Frame Size: 31 314 X 47 1/4 General Information: Standard, Clad, 5", 311/16" Exterior Color / Finish: Standard Enduraclad, White Interior Color / Finish: Bright White Interior Glass: Insulated Low -E Advanced Low -E Insulating Glass Argon Non High Altitude Hinge Panel: Clear, Annealed Hardware Options: White Unit Accessories: Snap -In Between -The -Glass Fabric Shade Bottom -Up, Pearl, Manual Performance Information: U -Factor 0.23, SHGC 0.26, VLT 0.49, CPD PEL -N-19-01924-00001, Performance Class R, PG 35, Calculated Positive DP Rating 35, Calculated Negative DP Rating 35, Year Rated 08111 Grille: RMB, No Custom Grille, 3/4" Designer, Traditional (3W4H), Bright White, White, Shipped In Unit Vertical Mull 2: FactoryMull, Standard Joining Mullion, Frame To Frame Width -0", Mull Design Pressure -20 3: 31.7547.25 Double Hung, Equal Frame Size: 31 3/4 X 47 1/4 General Information: Standard, Clad, 5", 311/16" Exterior Color I Finish: Standard Enduraclad, White Interior Color I Finish: Bright White Interior Glass: Insulated Low -E Advanced Low -E Insulating Glass Argon Non High Altitude Hinge Panel: Clear, Annealed Hardware Options: Cam -Action Lock, White, No Limited Opening Hardware, Order Sash Lift, No Integrated Sensor Screen: Full Screen, White, InViewTM Printed on 2/6/2018 Office Order Copy Page 4 of 8 Customer: Julie Ray Quote Description: Ray,Julie,2007565 Order Number: 715AGO031 M unit Accessories: bnap-m between- i ne-Mass raornc bnaae bottom-up, Snap -In Between -The -Glass Fabric Shade Bottom -Up, Pearl, Manual Performance Information: U -Factor 0.25, SHGC 0.25, VLT 0.47, CPD PEL -N-121-01524-00001, Performance Class LC, PG 50, Calculated Positive DP Rating 50, Calculated Negative DP Rating 50, Year Rated 08111, Egress Does not meet typical United States egress, but may comply with local code requirements Grille: RMB, No Custom Grille, 3/4" Designer, Traditional (3W2H / 3W2H), Bright White, White, Shipped In Unit Vertical Mull 1: FactoryMull, Standard Joining Mullion, Frame To Frame Width- 0", Mull Design Pressure- 20 Wrapping Information: Foldout Fins, Factory Applied, No Exterior Trim, No Interior Trim, 4 9/16", 5 7/8", Standard Four Sided Jamb Extension, Factory Applied, Pella Recommended Clearance, Perimeter Length = 285'. Outside View Line # Quote Qty PO Qty Description 70 3 3 Wood Products 2 112 Colonial 3, Length: 144, Bright White. Wood Tvpe: Pine Location. None Assigned Rough Opening: 1: Accessory Frame Size: 0" X 0" Frame Size: -1 X -1 General Information: Pine, 2 1/2 Colonial 3 Final Wall Depth: Interior Color I Finish: Bright White Interior Frame Perimeter (inches): Wrapping Information: Perimeter Length = 0". Assembly Type: Pella Assembled Last Revision Date: Line # Quote Qty PO Qty Description 75 2 0 Wood Window Install - Wood Window Install Location: None Assigned Rough Opening: Frame Size: Final Wall Depth: Frame Perimeter (inches): Assembly Type: Branch Catalog Last Revision Date: Printed on 2/6/2018 Office Order Copy Page 5 of 8 Customer: Julie Ray Quote Description: Ray,Julie,2007565 Order Number: 715AGO031M Line # Quote Qty PO Qty Description 80 1 0 Tape, Foam, Caulking - Tape, Foam, Caulking Location: None Assigned Rough Opening: Frame Size: Final Wall Depth: Frame Perimeter (inches): Assembly Type: Branch Catalog Last Revision Date: Order Verification Notes: (1)3x50 tape (1) can foam (8) tubes classic white 1501f backer rod Outside View Line # Quote Qty PO Qty Description 85 0 8 Installation Sealant, Classic White Location: None Assigned Rough Opening: 1: Accessory Frame Size: 0" X 0° Frame Size: -1 X -1 General Information: Installation Sealant Final Wall Depth: Exterior Color / Finish: Painted, Standard Enduraclad, Classic White Frame Perimeter (inches): Interior Color / Finish: Not Applicable Interior Package: Individual Tubes Assembly Type: Pella Assembled Wrapping Information: Perimeter Length = 0". Last Revision Date: Printed on 2/612018 Office Order Copy Page 6 of 8 Customer: Julie Ray Quote Description: Ray,Julie,2007565 Order Number: 715AGO031M Outside View Line # Quote Qty PO Qty Description 90 0 1 318" Closed Cell Backer Rod, Length: 150, Location: None Assigned Rough Opening: 1: Accessory Frame Size: 0" X 0" Frame Size: -1 X -1 General Information: 318" Closed Cell Backer Rod Final Wall Depth: Wrapping Information: Perimeter Length = 0". Frame Perimeter (inches): Assembly Type: Pella Assembled Last Revision Date: Line # Quote Qty PO Qty Description 95 0 1 01HP0000 -Great Stuff Pro Gun Foam (1) Location: None Assigned Rough Opening: Frame Size: Final Wall Depth: Frame Perimeter (inches): Assembly Type: Pella Catalog Last Revision Date: Line # Quote Qty PO Qty Description 100 0 1 01HM0001 - 3" Pella Installation Tape, 50 ft (1) Location: None Assigned Rough Opening: Frame Size: Final Wall Depth: Frame Perimeter (inches): Assembly Type: Pella Catalog Last Revision Date: Printed on 2/6/2018 Office Order Copy Page 7 of 8 Customer: Julie Ray Quote Description: Ray,Julie,2007565 Order Number: 715AGO031M Order Pricing Totals Total List Price $13,389.59 Discountable Amount $11,496.59 Discount @ 12.965% $1,735.92 Non -Discountable Amount $1,893.00 Net Before Payment Discount $11,653.67 Payment Discount Amount $0.00 Net After Payment Discount $11,653.67 Taxable Subtotal $9,975.67 Sales Tax @ 4% $399.03 Non-taxable Subtotal $1,678.00 Total (Total Net + Taxes) $12,052.70 Deposit Received $12,052.70 Amount Due $0.00 Printed on 2/6/2018 Office Order Copy Page 8 of City of Wheat Ridge Residential Roofing PERMIT - 201800292 PERMIT NO: 201800292 ISSUED: 01/30/2018 JOB ADDRESS: 5370 Nelson St EXPIRES: 01/30/2019 JOB DESCRIPTION: Residential re -roof with OC Duration asphalt shingles. Squares:32 Pitch:8/12 *** CONTACTS *** OWNER 303-929-4606 SUB (303)295-2220 Julie DeMott Tomas Wofram 110052 Core Contractors, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,224.00 FEES Total Valuation 0.00 Use Tax 172.70 Permit Fee 188.45 ** TOTAL ** 361.15 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge ,a Residential Roofing PERMIT - 201800292 PERMIT NO: 201800292 ISSUED: 01/30/2018 JOB ADDRESS: 5370 Nelson St EXPIRES: 01/30/2019 JOB DESCRIPTION: Residential re -roof with OC Duration asphalt shingles. Squares:32 Pitch:8/12 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 le ner of the property ander authorized to obtain this permit and perform the work described and approved in conjunction with this pe rt.furthe st that I ani ablaut razed to include all entities named within this document as parties to the work to be per Yand t all ork to,b pefo' Js' i d i do tan its' accompanying improved plans and specifications. Signat qff` OWNS CO ircleone) Date I , Phis -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 androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The is apceragtig of a'permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applica co r a prdiiTa�e*,a"egulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 1 D(, T j Dina Kemp From: no -reply@ ci.wheatridge.co.us Sent: Monday, January 29, 2018 4:58 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 5370 Nelson St Property Owner Name Julie DeMott�1/ Property Owner Phone 303-929-4606 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Field not completed. Address 13 Do you have a signed Yes contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed DeMott Julie Contract.pdf Contract CONTRACTOR INFORMATION Contractor Business Core Contractors Name Contractor's License 110052 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-295-2220 Number (enter WITH dashes, eg 303-123-4567) Contractor Address 4049 Saint Paul St (Primary address of your business) Contractor Email Address bburkholder@coredoes.com Retype Contractor Email bburkholder@coredoes.com Address DESCRIPTION OF WOR TOTAL SQUARES of 32 the entire scope of work. Project Value (contract 6 0 value or cost of ALL materials and labor) Are you re -decking the ' No roof? Is the permit for a flat Pitched roof (2:12 pitch or greater) roof, pitched roof, or both? (check all that apply) 14 What is the specific pitch of the PITCHED roof? How many squares are part of the PITCHED roof? Describe the roofing materials for the PITCHED roof: Type of material for the PITCHED roof: Provide any additional detail here on the description of work. (Is this for a house or garage? Etc) 8/12 17 Owens Corning Duration Asphalt Re -roof main house SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this 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 may not begin on this property until a permit has been issued and posted on the property. I certify that I have been authorized by the legal owner of the property to submit this application Yes Yes Yes Yes 15 and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Brady Burkholder Email not displaying correctly? View it in your browser. 16 1/30/2018 gDS6ungRHJo12ypZKJ1g_DeMott_Contract_1%3A17.JPG (2550x3300) CORE CONTRACTORS, INC. CONTRACTORS General Contracting i* Insurance Restoration ROOF -INS SYSTEMS 4049 St. Paul Street, Denver CO 80216 Ph: 303-295-2220 1 Fax: 303-477-5557 Colorado Owned and "Doing it Right Matters" Operated Since 2001 AGREEMENT Property Owner: —J Property Addrgss City/State: ;. Home Phone: Licensed and Insured Westfield Insurance Company 800-766-9133 Effective Date: Zip '... �' E-Mail::3<: Work / Cell Phone: t_ TERMS: By signing this agreement, the Property Owner authorizes CORE CONTRACTORS, INC ("CORE") to perform the work and supply the materials as agreed upon by Property Owner's insurance carrier. Homeowner agrees to use CORE exclusively, and authorizes CORE to obtain labor and materials in accordance with the scope agreed to by the insurance company and the specifications set out in this Agreement to accomplish the replacement or repairs. The initial proposed scope of services is attached to this agreement. This agreement does not obligate the homeowner or CORE in any way, unless the damage is approved by homeowner's insurance carrier. Roofing Scope: The roofing system replacement includes all shingles, underlayment, valley linings and miscellaneous flashings, per local applicable municipal code. This also includes full clean-up of the property. A 5 year Roof Workmanship Warranty included on full roof replacement only. A one year workmanship warranty included all non -roof replacements. Roof repairs are excluded. ,Additional Roofing scope notes: 1 Due to the natur f repairs related to insurance claims, this contract includes an estimated repair price of the roof system, approximately S � C4"C (- ` -. Because the final scope has not been agreed upon with the insurer, this repair price might change. The amount of this contract is for 100% of the replacement cost approved by the insurance company for work to be completed by CORE. Reaching agreement on the full scope of repairs involves considerable time on CORE's part; we wilt not proceed with that phase unless you agree to allow us to do the work once the scope is agreed upon. By signing this contract, you authorize CORE to reach agreement on the scope of repairs on your behalf. CORE agrees to bid the work using the primary insurance industry pricing database (Xactimate) based on the scope of work agreed upon with your insurer. You, the homeowner, recognize CORE CONTRACTORS, Inc. as a general contractor and as such shall be entitled to overhead and profit, at customary insurance industry rates (20% on Xactimate line items). Any substantial additions or deductions to the scope of work will be handled on the Customer Verification Form. Property Owner agrees that if a scope of work and project cost is agreed between CORE and the insurance carrier, that they are responsible to pay ONLY the deductible amount per their replacement cost insurance policy. Any further changes, in addition to the insurance work, must be requested in writing, by Property Owner. If, you, the Property Owner, plan to use the proceeds of a property and casualty insurance policy issued pursuant to Part 1 of Article 4 of Title 10, C.R.S. to pay for roofing work, pursuant to Section 6-22-105, C.R.S., THE ROOFING CONTRACTOR CANNOT PAY, WAIVE, REB/ TE OR PROMISE TO PAY, WAIVE OR REBATE ALL OR PART OF ANY INSURANCE DEDUCTIBLE APPLICABLE TO THE IN ANCE CLAIM FOR PAYMENT FOR ROOFING WORK ON THE COVERED RESIDENTIAL PROPERTY. Property Owner's Initial _ PAYMENTS ARE TO BE MADE: IX2 (OR FIRST INSURANCE CHECK RECEIVED - ACV CHECK) UPON DELIVERY OF ROOFING MATERIALS, AND BALANCE UPON COMPLETION OF WORK. WORK TO BE COMPLETED WITHIN APPROXIMATELY 90 DAYS OF EXECUTED CUSTOMER VERIFICATION FORM. CORE SHALL HOLD IN TRUST ANY PAYMENT FROM THE PROPERTY OWNER UNTIL THE ROOFING CONTRACTOR HAS DELIVERED ROOFING MATERIALS AT THE RESIDENTIAL PROPERTY SITE OR HAS PERFORMED A MAJORITY OF THE ROOFING WORK ON THE RESIDENTIAL PROPERTY. All estimates or contract amounts include a 3.5% discount for cash or check transactions. RIGHT TO CANCEL You, the homeowner, have the right to rescind this Agreement and obtain a full refund of any deposit within 72 hours after entering the Agreement. If you plan to use the proceeds of a property and casualty insurance policy to pay for the roofing work, you may rescind this contract within 72 hours after you receive written notice from the insurer that your claim has been denied in whole or in part. Property Owner: - Date: Insurance Company: Core Representative: !� Date: ' Claim #: _ http://4b384ffe5d77391 acc90-cla4a7937a5O786d481251fae72dbe52.r46.cf2.i*ackcdn.com/opp_654785/files/g DS6ungRHJol2ypZKJlg_DeMott_Conti-... 1/1 `NHE4l City of Wheat Ridge C~~ORP~~ Res. Add Structure PERMIT - 060549 PERMIT NO: 060549 ISSUED: 06/28/2006 JOB ADDRESS: 5370 NELSON ST EXPIRES: 12/28/2007 DESCRIPTION: 384 sq. ft. deck addition. CONTACTS owner 303/940-8765 Phil & Julie Ray gc 720/635-0418 Robert Ian Butcher 06-0094 Accel Construction LLC PARCEL INFO ZONE CODE: PRD USE: R-3 SUBDIVISION: UA , BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 9,600.00 FEES Permit Fee 235.70 Plan Review Fee 153.21 Total Valuation .00 Use Tax 172.80 TOTAL 561.71 . Comments: okay with notes CR PRD JH subject to field inspection accurate I hereby certify that the setback dietances proposed by this permit application are , and do not violate applicable ordinances, rules or regulations of the City of Wheat xidge or covenants, easements or restrictions of record; that all measurements ehown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this applicatJ.on and that I asaume full responsibility for compliance with the Wheat Aidge Building Code (I.B.C) and all other applicab7.e Whealt Ridge`Jrdinances, for work under this permiL Plans subject to field inspection. _ l / / I ' ' date Signa[u wntractoz/owner , the 1. This permit was iseued in accordance with the provisions set forth in your applicaLion other applicablef the State of Colorado and to the Zoning Regulatione and Building Codes of wheat Ridge, ordinancea of the City. 2. This permit shall expire if (A) the work authorized is not commenced within sixty (60) daYS from issue date or (B) t e building authorized is suspended or abandoned for a period of 180 days. zovided no 3. If this permit expires, a new permit may be acquired for a Eee of one-half the amount normallY re4uired, p 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 woik of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor ehall notify the Bui.lding Inspector twenty-four (24) hours in advance for a11 inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The i.seuance of a permit or the approval of drawings and specifications sha11 not be construedlaW bzule ormregulationr an aF'Proval of, any violatio¢. he p ions he building codes or any other ordinance, All Flan review is eubje-e{~ -ie~ns~ction - date Signa[ure of Chief Huilding OfficaL INSPECTION REQVEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2655 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. F wHeqr ~ ~o City of Wheat Ridge Building Permit Number: ~ m Community Development Department Date: °a~ oanoo MINOR .~UILDfNGPE"ITAPPL.ICR ~'.IQN Property Owner: f✓✓ iG p Property Address: ,s37o Phone:3p3 '54"0 -k7& Contractor License No.: opCi~ C°mpany' /I~~L Zi-~. Phone: 72c~ 4,,3.5"fJeryloc~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I BuildinqDept.ValuationFigure: $ q,iW• I hereby certify ihat the setback distances proposed by this permit application are accurale, and do not violate applicable ordinances, rules or regulations of the City of V3]lle:$ Wheat Ridge or covenants, easements or restrictions of record; fhat all measurements shown, and allegations made are accurate; that I have read and agree to abide by all Pemut Fee:$ conditions printed on this application and that I assume tull responsibility tor compliancewiththeWheatRidgeBuildingCOde(I.B.C)andallotherapplicableWheat Plan ReviewFee:$ Ridge Ordinances, for work under lhis permit. Plans subject to field inspection. Use Tax:$ (OWNER)(CONTR4CTOR)'. SIGNE DAT6('J/ <NO ~ - Q~ TOY31I~p T 4~ (OWNER)(CONTRACTOR):PRINTEC) DATE_jZ~0 Use of Space (description): J~ '~j. /JC.✓ Description of work: Sq. Ft. added .361 COMMEMS: Approval: Su (p.11•~(~ Zoning;P P7 BUILDING DEPARTMENT USE ONLY SIC: COMMENTS: d Approval: i WORKS COMMENTS: Approval: DEPARTMENT COMMENTS: Approval: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in yourapplication and is subjed to the laws of the State o( Colorado and to the Zoning Regulations and Buiiding Codes ot Wheat Ridge, Colorado or any olher applicabie 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 (B) the building authorized is suspended or abandoned for a period of 180 days. (3) if this permit expires, a new permit may be acquired for a fee of one-half the amount normalty required, provided no changes have been orwill be matle in the original plans and specifcations and any suspension orabandonment 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 naWrel 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 lhe approval of drewings and specifcalions shall not 6e consirued to be a permit for, nor an approval of, anyviolalion of the pmvisions o(the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field Inspections. Chief Buildina Official ~ h~ ~V o~ ~ ~o ~ ~ ti ~ ~ , . ~ ~ s; ;V,~,~~ i ~ ~ ~ ~ h ~ h~ w ~ If) ~ ~ ~ ~ ~ ~ v 0 ~ ~ 1 ~ . ~ : ~ v ~ V u ~ u~ ~ RESIDENTIAL SITE CERTIFICATION DATE: ADDRESS: 537o it/~.Soti, S-r. LOT: 4 BLOCK: I SUBDIVISION: S~YVnIE 6-T~TES FLG ~ 3 ~ t-lz-, - X The relative elevations at the referenced address were measured a, we iot sides and corners, top of foundation and other locations as needed. The sides, elevations and drainage patterns as measured are in substantial conformance with the approved grading and erosion control plan for the referenced subdivision. ❑ The lot grading does not conform to the approved grading and erosion control plan The attached revised ref gading and erosion control plan reflects the existing grading at this site is functionally adequate for this lot and the overall subdivision. ;eal ~ IMPROVEMENT SURVEY PLAT AND 1 30' r~ Carroll & Lange,,2 oRaitvacE cERTiFicaTE ScnLe 3161 o JoB No: I I:.. I f ip K I' I w .Vm: ~ ~01 PH I i_kewi~J.cuii.111nUL.o 11 DRAWN BY: c+u-n unu uzou e ~ ~e 6~ 6 ~ DATE DRAWN-: 10-20-04 q r PRi qw~ D ~ 33'3 Cr q REVISED ISP'. eE,yG 6 F 4\ Q ` . RENSED ISP ~ / 10-19-04 RECRADE LEGEND • =FOUND ,y5 REBAR WITH PLASTIC CAP qy O=FOUND NAIL & DISK a I e=PROPERTV LWE q BOW=BACK OF WALK wOao Pkiv,Cy BOC=BACK OF CURB FENCC I FOW=FRONT OF WALK L=FLOW LINE I , =PEDESTAL k ~I I .y A =SERViCE PROPOSED TGB=51.0 I I - AS-BUILT TGB= 50.5 0 15 3° 0.FT .Y ~ I ~ . - p I I HEREBY CER➢FY iNni illE ELEVn➢ONS AND DRAINAGE PAITERN SHUVM ON A LOi_A___ BLOCN1_, OF S✓ M STA < FlLING NO J 5 3 1HEREON v.ERE D[OELOPED GRpM p SIIRVCY BOVE E R T O 1 I 5 I Q OF O SC IBED PftOPEftiY, HE A PERFOFMED ON THE OniE SHOWN ANO ~ ~(1 2 r b q , ACCURqiELY ANO iRpLY pEPICt THE , ~ Y ~O I , 1 x; ~ ' ry N ELEVeiiONS /.S THEV ENI4ED ON THE ^ I ~ ~ ~ OAiE OF SAID SURVEY iNF. RELAiIVE ♦ ~(t ~ ELEVA➢ONS n5 DEPICiED uFRWN MAv Mj 10 1. . ~CI h ~ CNArvcE SUBSEOUENr l0 THE uArF 129 b 21 $ ' NEftfOf DUf i0 THE SUBSIDfNCf OR OFHEPV4l OF THE SOIL AODIfION OR LE Q I OI OR REdOVAL OF SOIL BY A[i5 OF MAN a , EftOSION BY THE WiND OR WAiER OR OiHER 1 1 fAC 9F5. iHEREfORE, iH15 SURKT MAT 2 STCNY la 1y NOi nGCUFA1ElY OEP IHE E IONS ~ STONE AND FRAME ry ORAINAGf PAi R T A ' 5370 ' ~ NEl50N SIFIEET I o I 4 PE iY A~LER iN At f V ~ 4 ~ ~'•i ~ EGS REO LhNO SURVEYOft, N0. e!vY&S F~ FF°0 p;(. ~ onrE oF suaVE 1 r 0-19-04 i p ~Q I p m ° 104 1 me eLevnnorvs nrvo oanirvacc anrtEen nBOVE SNONN AHE THE HEGi2l R A O 1- 17 8 EO LAND E ' qq 1 SURYETOR S cERnREp iINOMGS OP iNF ~ 1 p~. 1^ RniSHED GROUND GRFpES AFOONO vOUR I p H ^ RESIOENLE ON THE DATE SMONN . 1 YOU. THE HOMEONNER. MUSI MRINiAIN 9I p R N I *H[sc [Lcvpnarvs aHO cano[s ro PROPEFLY OftAIN THE WAIER AWAT PRp4 ~ I -m I vWe MOUSE. tHE BUILDEft OG YOUF J HOME WLL NOi COKR SiRUCiURAL pA1AAGE Tp YOUR HOA1E CAUSED AS A _ RESULi OG CNnNGES MAOE iN iHE RNISHEO GRApES. THEREFOFE li IS YOUR w L ij RcsvoHSiaiurr .a MninruH nIE canncs CE ~',=BOW nS SEi BT THE BUILOER Arvp AS CERiIflEO NEREiN Br THE SUftVEVOR. N' 61 B J~ ~ i IN ADDIiION, ME H.OW. PROiECilONS aN YDUR RESI)ENCE PRONDED dv YOUR - PUILDFR VAU NOi CObi.ft SiHUCTURAL M-Z9--- O' 04MPGE CAOSED AS A RESULi Of 0 OF' CHANGES MADE IN ME FiNI5HE0 21 SZ• DRAINAGE GRAOES. iHEREiORE IL I$ L- STREET R- 175.00' ON YWR RESPON51911I1Y i0 MhINiA1N THE GRAOES AS 5[i QY ME BUILDER AND Ai NELS 6-07b1• CERiIFIEO 0v THE SURWYOft BY BUILDER BEARINGS ARE BASEO ON THE AST UNE OF LOT 4, BLOCK 1,OF THE RECORDED PLAT SKYLINE ESTATES FILING N0. 3 BEARING N00'24'26"W . WITH MONUMENTS AS SHOWN HEREON. THIS CERTIFIES THAT THE ABOVE IS A TRUE AND CORRECT PLAT OF A SURVEY MADE UNDER MY SUPERVISION THIS 1 TH DAY OF OCTOBER ,2Q44_ , OF THE PROPERTY DESC RIBED As: I_OT 4, BLOCK 1, FLOOD INFORMATION: SKYUNE ESTATES FILING NO 3 . , THis aHaP Earr uES wirHw zoNe c. oESicNnrEO ns naFns oF CITY OF WHEAT RIDGE MiNiMnL FLoooiNC, nr,corzoiNC ro FEOEknL , EMF_RGENC COUNTY OF JEFFERSON, RnrE Mnp, Y MAN G ENT AGENCV FLOOD INSURANCE co~{ ' ti Ne~ No. oaso7s-ooos c, 3TATE OF COLORADO Rt s ~T LME STAiES FLG NO 3) ~ AND THAT THE LOCATION AND DIMENSIONS OF ALL BUILDING IMPRO EM Q. -0F-WAY W. EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS BY OR ON THE ACC HO BY: ~ O~ R'%. DATE / 10-15-Om 6 4 RECERTIFIED _ p ~ M~ TE: IHIS SURVCY DOFS NOT ADDRCSS CASEMENiS OTHER iNAN iHOSE SHOWN ON THE RECORDED PLAT NOiED HFREON. NO TMIENT WAS PRONDED 10 iHE SURVEYOR. NOTICE: nLCORDINC LO COLOflP00 UW YOU MUST COMMENCE ANY LFG/d ACiICM BASED UP(IN ,1NY OEfECI IN iNiS SUFKY MiHIN iHREE lEAPS APiEft YW PIRSi OISCOKftEO SUCM flEl{CI. IN NO EVENt A1AT ANY qCiION BASEO UPON FNY DEFECi IN iNl$ SURYEY BE COMMENCEO NORE iHAN LEN TEARS FROM THE DAiE OF THE CERTIfICA➢(N! SHOVM HEFEON. ~ . _ ~ ~ . . ~ - ln~ ~ ~ . k . ~ O Z F 0 F ZO F~ t n ~cWa LULLJ WN ~ I W ~ ~ Q . . _ , . _ Q , ~ N ( . , Q W _ ~ CIO ~ 00 LC) ` LO d' CA a~ - - - - - - - ~ cr `t ui . / - ~ ~ \ ~ 3 nrl ~ \ \ \ ~ 1. : O \ \ r~ Yy I 'V^ \ yI ~ _ ~ ~ ~ / t j f I ~ I \11 m ~ m ~ 3 ] Z 0 t"! N ~ c e i5 O O S ~ d ~ N N c ~ c c d N 7 N ~ O 'o ? ~ y N C ~a m o ~ ~ c AQ m= ~ o ~ m n m E m ~ ~ ~ m O T O ~ ~ m T 0 r r O< C Z ~ ~ ~ ;o O 0 cn m C y m .Z7 to m D r 0 m cn n ~ ~ 0 Z V x O 0 m x ~ m c ~ ~p ~ 3 m ~ m 3 3 c n~ a o a ~ ~ S N N N ~ Q d O ry ~ ~Q N ~ ry n c A n Scg~ 0 570 d£8 4 ~ory N d N ~ ~ <I N g3a C G d C ~ o ~ ~ A O 0 N m C N < m ~ ° o $ y d H a~ ~ a m~° ofD 0 a o w ~ m w m ~s s~ ~ Q n 6 g~ m o n 'R 1O a m m a 3. N O y m O ~ c d n ~ m m ~ nm o m m m c m a N P N p N n l 1 ~M l 1 O O n ~ ~ ~ l 1 ~ Date: A Certificate of Occupancy 1 Completion has been requested for: ADDRESS: PURPOSE OF STRUCTURE: Building Department Approval: Remarks: C. ~I 54 Zoning Approval: Remarks: Public Works Approval• oK~ ASk';" Remarks: Fire Marshall Approval: (If Applicable) Sanita4ion District Approval: (If Applicable) Remarks: Water District Approval: (If Applicable) Remarks: INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD JOB ADDRESS I" `7 TYPE OCCUPANCY r ; BUILDING PERMIT N0. I~+ i'I DATE ISSUED OWNER _jj.~ CONTRACTOF SETBACKSFROM PROPERTYLWES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footings ` w ~p . x Caissons Reinforcing or Monolithic t5 04 P51 I Weatherproofing VR4IR NO CONCRETE UNTIL ABOVE HAS 13EEN 51GNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work),,-,,~~ Heating (Ground Work) F)CI NnT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED o , i . "n~ Rough Electrical 7;- Z o'A z4l' Raugh Plumbing S, - Z 6^ U Air Test Gas Piping - Z Zo Rough Heating & Ventilation 0 4 1 Framing $~'•-Z6~o4 r c ~ Insulation - 3~•^a'~l c Drywall Nailing Roofing Refrigeration Electrical Underground Final lO2f) (,C"4- Electrical 0- 1 4 -0 Plumbing 1 0- Ik-{ d Heating & Ventilation p--~~-GS d Frame JUULi% R.O.W. & Drainage Fire Department Parking & Landscaping ' 2( dx o4r ~ OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 77977 BUILDING INSPECTION LINE -(303-234-5933) Date : 10/19/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: MELODY HOMES Property Address : 5370 NELSON ST Contractor License No. : 21948 Phone : 466-1831 Company : Greater Western Fence Phone : 469-8261 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit applicalion are accurate, and do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordippnMis, for work under this permit. (OWNER)(CONTRACTOR) SIGNED -lC DATE G/ ~ j z• Description : INSTALL 6' CEDAR TO BOTH WINGS. Valuation : $350.00 Permit Fee : $30.55 Plan Review Fee : $0.00 Use Tax : $4.20 Total: $34.75 Use: [BUILDING DEPARTMENT USE ONLY Zoniqg Commentst SIC : Sq. Ft. : Approval : TRC OK P1C1130Note: Zoning: pRD I ~~Wr is resPonsible for locating PToo~ BUltdingCOmttients:! l~negandcpnsWctingimprovementsmentrsa dards. roved p1~ and required develop Approval : $PP onsible lur +naccurate information . 7'he City i5 nOt nsP set and any construchon P..ublie Warka Comments:; ~b~itted within ~fr~Pm ~naccuratc informatiun. Approval : ettors resulting Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company: Expiration Date : Approval : Plumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company: Expiration Date : Approval: (1) This permil was issued in accortlance with the pmvisions sei forih in yopur application and is subject lo the laws of the State of Colorado and lo the Zoning Regulations and Building Code of Wheat Ridge, Coloredo or any other applicable ordinances of the City. (2) This permit shall expire i( (A) the work authorized is not commenced wilhin sixty (60) days from issue tlate or (B) the building authorized is susDended or abantloned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount nortnally required, provitled no changes have been or will be made in the original plans and speciflcations and any suspension or abandonmenl has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, fu0 fees shall be paitl for a new permit. (4) No work of any manner shall be done lhal wili change the naNral Flow of waler causing a drainage problem. (5) Contractor shall notify the Building Inspeclor hventy-four (24) hours in advance for all inspections and shall receive written approval on inspection wrd before proceediing with successive phases of the lob. (6) The issua ermit or SbaaPPr4Yal of tlrawings and specifcations shall not be consWed to be a permit for, nor an approval of, any violation ot the pro ' o bui ' codes or any otRe~rdinance, law, ruie or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page COYMUNITY DEYELOPMENT DEPARTMENT Building PertnR Number. ~ BUILMNG INSPECTtON LINE - 303-234-5933 Date: ~ g CITY OF WHEAT RIDGE u m 7500 YYEST 29TH pVENUE YYHEAT RIDGE. CO 80033 - (303-2352855) APPLICATION Property Owner. M 2 10 cl F1 O MGS Property Address: S31c) I11'A5 Phone: 3-~ l0 4~ B 3( Contractor License No.: Company: G~kr W C e,r (1 tr~LA- Phone: ovYxQUCOwTPJLcroR sIcwnTUaE oc uNoEnsvwouic am arREMorr Construction Value:$ 3 Sl~ i ~y ~ ~ ~ ~ ~ ~ ~ ~ ~ awrate.anddonotviolateappkablewd'nenoes.rulea«Fegwa6wnof tneqryd PemtitFee:$ H^'eac R'°ye « ca"'e"a"ft, easswems 'es°m"'°"S a `e°°'d: "'ed al Plan Review Fee:$ measurements snoxm, ara dlegations msde are aaaaate: tlwt I nave rwa ara agree ro a6ide by aN mndiUms priMetl on tlys appicalbn and Mat I as.wne TuY Licr Tax-$ coae (u.s.c) ane ae resp«mbW for camqisnce w at ' TOtal:$ - omer applicaWe Wheat Ridge pem 0 DA7E' Il T-77 7T~ (~'MEnMCON2RR(:IDRkSIGI~ 1 Description: 1-S15~ U 5q.Ft adftd an' BUQ.DING DEPARTMENT USE ONLY ONING CAMMENTS: i Approval t~ Zoning: fzp Approval: woRics CoMmEr+TS: APProval: ancv: Walls: Roof: Stories: Residential Unils: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiratlon Date: Aooroval: Approval: ApProval: (1) This pemtilwas issued'm acoordarce wilh tlie prwisions setfarTh in your app6rahan and s suhjed b tlm laws of fhe State oF Cdaado aM Eo Me Zatin9 RegWatians and Buildng Codes MVVhwt Ibdge, Cdaado aanyother aPWicable adinances of the Cily. (2) This pemrd shaN eore if (A) ttre wak auUnr¢ed is rrot mnrtenced witliin suny (60) tlaYs (ran'ssue date or (B) the building authorized is suspended or abandored for a Period ot 120 da1B. (3) tl tlds Pertnit exPies, a rrew pertrul may be accWired fw a fee M one-helf the artaunt nonnaly required. Pro`rided no changes have heen awil be rtiada in the origYwM Pla^5 and specifficabors arid a^Y suspertsim a abandonmera has notexceeded ane (1)Ymr. If diarges have been orif sisperdan orabendorxnantexcwft one (t) Year, fu1 fees shaN 6e ptid fora new pwmil. (4) No walc d anY manner shall be done tliat wi0 charge the nahual 11ow d waler causig a drdnage prohlam. (5) Contracior shadl rrotiy Me 8ulding Inspecla twenly-fax (24) fqurs in ad~ tw aW inspections and shall receive written apDmval on 1nsPecBon caid before ProoGechn9 wilh successive phases of the job. (6) The issuance of a pemit or the ap{xoval d draurirgs and specifications shaq not be camtrued to be a Pernift (or. `wr an apqoval of. any violatan M tlre provisions of the btiiYn9 codes a anY olher ad'nance, law. rule w re9ulalion. Chief Building Official Oct 07 04 06-17p Reding 303-650-8234 p•4 OC7. 7.2W4 3:16Pn N0.406 P.4 P LOT P LA N FOR @) MELODY HOMES.. LOT 4. BLOCK - SKYL.INE ESTATES. RLING 3 CiTY OF WHEAT RIDGE. COUNTY 4F JEFFERSON . STATE QF COLORADO. ADDRESS 5370 NELSON 5TREET NELSUlV tl ; w' ~ , ll li I L_ I v mu'ur xw mc Nof v~m we~na a rqe'i+ wit ral~ nrtw IM~TOd 0f[ 511141C11MU dR~Q14D MMS x nuMSaia abiw 4~aIW lr~c NMem a iM[ smucNpt Mt m+x[ onuqn Pwc•oa. mFUe. 1 na~u NIY M/1pr~~ MN [P~OainTnK. 1pcN~NW M4t F~Y ~u A1~rY-lp~n. nM~u)s ♦ TMi'tar ~i sMO~YS ~YnVOi W~ K1~MU~~RpN Mq~s~vl~lT:1 F.py~~~COVpp6~1Mimu~ ~~M~110 C C0119IWI[110Y f6W N M 0Kll~~IGI:YOI.IfOM 0.~Mi. INFO STAKE' M06EL 2624 LH 3 CAR ELEV A l0T AREA (SE 14,796 MOUSE AFiEA ( F.) . B~LM&T= AYG. BIDR HOGNT- Avc, v.c.= 2294.03 2e.7.~5 23.25' _ so.3 dtEpc FORMS BEFORE Pa4tNO WAIER SERNCE N 49 NWR N01K,E REIXIINCR 9A14TARY SEwER SERNCE • x' srAeeER P£OUIPED YS U6tT POtE' ~z y ~pr~~.p G0~4RA~ ~tp RA g~i ~ i0% CAT FOM NMgm1/ 71U-lw I.OdFIRE HYORANT QMELODY HQMES 10"^~"TM" MINIMUM SET9ACKSt ' ScAIE• lm=30' wc ?rosf sarwn,~v eavo. wno a caaium t-eo0-922-p967 °334-6700 1O~ ONT: 20.D FR SIDE: 73'REAR: ~0' DA~pg-1Y-04 NLS7NXST8R C0. R0020 PXONB; (505) oOB-fdSt ~M ■ ST~ EET 9DE:IQ~ AIINIAIUAI BYµ9_~1A_ SKY3 0 n~C' ($os) 4Be-ps6'B . . BETWEEN STRUCTURE5:15 JOB N 7 v ~ )1 w~ O 5 W CD N 7 W n A p N , t0 N W O W = • O 7 N S SU N 6 N (D 7 3 v a (D ~ N 0 A 7 > y ~ ~ 0 ~ d ~ C- 0 Q ~ Q a c~D N N -i i r1 ~ CD 0 = O ~ r~ r~ f-ii- C~n m ♦ / N 7.~ ~ C ~ Z rt ~ O ~ 'v ~m ~m r no (D N ~ vm z 0 0 ~m ~ ~ w 0 w N w ~ N W ~ ~ r L ~ w=r N~ A n 0 w~ w- • o 0 N S N N V N N 7 3 N a m ~ d 0 ~ ~ ~ N 'O (D ~ 0 ~ ~ ~ ~ {LA5 a ~ • v C ~ v „ _ _ ~ C- 0 Q a a N w n 3 ~ O ~ ~ C Z (D W 3 ~ 0 Wy m 0 W ~ < m Z Ny E v ' n• < z (D vi' v 3 m ~ ~ 1F' ~ w~ 0 ws N 7 W A0n - w~ w o D w 3 m N a rn ~ m a m m 0 ~ ~ 7 a (D ~ 0 ~ d ~ r L. 0 Q n a a A a ~ n O ~ C (D mn n Z mi = !D W ~ 0fnm 0' W ~ < m ~ oNO n O Z~N 3 ~ m z 0 y ~ (D v 3' m -v --I COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 17257 BUILDING INSPECTION LINE -(303-234-5933) Date : 6/21/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: MELODY HOMES INC Property Address : 5370 NELSON ST Phone : 466-1831 Contractor License No. : 21279 Company : Melody Homes Phone : 466-1831 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 Cily of W heat Ridge or covenanls, easemenLS 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 lhis application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable W heat Ridge ordinances, for work under this permit. (OW NER)(CONTRACTOR) Construction Value : $206,943.00 Permit Fee : $2,070.91 Plan Review Fee : $100.00 Use Tax : $2,483.32 Total: $4,654.23 Use: Description : 2624 B- 3 CAR TANDEM GARAGE, FIREPLACE IN FAMILY ROOM, BAYS IN FAMILY ROOM AND MASTER BEDROOM, AIR CONDITIONING: 5 TON, GARDEN LEVEL. BUILDING DEPARTMENT USE ONLY SIC Approval : TRC Zoning : pRD OK Approval: CR Approval : DFB Occupancy: R-3 Walls Sq. Ft. : MASTER FOUNDATION PLAN WAS STAMPED OFF BY TWO ENGINEERS. OK. 6/15104. SEE ATTACHED SHEETS Roof : Stories Residential Units : 1 Electrical License No : 21284 Company :Thunder Ridge Electric Co. Expiration Date : 2I28/2005 Approval : OK/KS Plumbing License No :19354 Company :Millwood Plumbing & Heating Expiration Date : 5/25/2005 Approval : OKIKS Mechanical License No : 17790 Company : Four Seasons Heating Expiration Date : 5/30/2005 Approval : OKIKS (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 Coloratlo and to the Zoning Regulations and Builtling Code of Wheat Rid9e, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authonzed is not commenced within siuty (80) days from issue date or (B) the 6uilding authorizetl is suspended or abandoned for a period of 120 days. (3) If ihis permit expires, a new permit may be acquired for a fee of one-half ihe amount nortnally required, provided no changes have been or will be made in the original plans and specifcations and any suspension or abandonment has not exceetled one (1) year. If changes are matle or if suspension or abantlonment exceeds one (1) year, full fees shall be paitl 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 euilding Inspector hvenry-four (24) hours in advance for all inspections and shall receive written approval on inspedion carU before proceediing wilh successive phases of the job. (6) The issuance of a permit or the approval of drawings and spacifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of ihe builtling wdes or any other oNinance, law, rule or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 77257 BUILDING INSPECTION LINE -(303-254-5933) Date : 6/21/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: MELODY HOMES INC Property Address : 5370 NELSON ST Phone : 466-1831 Contractor License No. : 21279 Company : Melody Homes Phone : 466-1831 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $206,943.00 I hereby certity that the setback distances proposed by this permit application are accurate, and Permit Fee : $2,070.91 do not violate applicable ordinances, rules or regulations of the City of Wheat Rid9e or covenants, easements or restrictions of record; thal all measurements shown, and allegations Plan Review Fee : $100.00 made are accurate; that I have read and agree to abide by all conditions printed on lhis Use Tax : $2,483.32 application, and that I assume full responsibility for compliance with the W heat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge dinances, for ork under Nis permit. Total: $4,654.23 ~ _1t DATE ( '2 3'V`[ y~ , 2 .t"/ (OWNER)(CONTRACTOR) SIGNED 'oJ Use : iso-") Description : 2624 B- 3 CAR TANDEM GARAGE, FIREPLACE IN FAMILY ROOM, BAYS I I OM AND MASTER BEDROOM, AIR CONDITIONING: 5 TON 5 BUILDING DEPARTMENT USFB~,I~)'conhactor is respon,ib!c for Icc--t'=7 ^rrnerty lines and cfliEirGC ing r rSq~cfrt - rn ~ Zoning Gorirments:' TF, ved r r.. 1•::. . ' Approval : TRC OK Zoning : PRD . . 0ui1ding GoPninentS;'' MASTER FOUNDATION PLAN WAS STAMPED OFF BY TWO Approval: CR ENGINEERS. J~*obh¢ VV4rk9 Comrrients:i OK. 6115104. SEE ATTACHED SHEETS Approval : DFB Occupancy : R3 Walls : Roof : Stories : Residential Units : Electrical License No : 21284 Company :Thunder Ridge Electric Co. Expiration Date : 2/28/2005 Approval : OKIKS Plumbing License No :19354 Company :Millwood Plumbing & Heating Expiration Date : 5/25/2005 Approval : OKIKS Mechanical License No : 17790 Company : Four Seasons Heating Expiration Date : 5/30/2005 Approval : OKIKS (1) This permit was issued in accordance with the provisions set foRh in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Buiiding Code ot 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 sizty (80) days from issue date or (B) the building authorized is suspended or abandoned for a period o( 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, pmvided no changes have been or will be matle in the original plans and specifcalions and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (7) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done thal will change the natural Flow of water causing a drainage problem. (5) Contrector shall notify the Building Inspector lwenty-four (24) houre in advance for all inspecfions and shall receive wntten approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of Grawings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the Jcodeper-any other ordinance, law, rule or regulation. ~r}. ' _ Chifuildin nspe or Please sign Terms and Conditions on reverse side of page. COMMUNITY➢EVET,OPMENTAEPARTMENT -a BUILDING WSPECTTON LINE - 303•234-5933 - CIT'Y OF WHEAT RIDGE 7500 WP,ST 29TH AVENUE WHEAT RiDGE, CO 80033 - (303-235-285S) I AAL ~A IY1i. PropacyOumer:'MUC~~ ~~-klVI,.C,Q) Proputy Addtess: 0j COAQ3C10C Lic[Dbe jdp,; I I Company. f~~/l 0}~ ~ 4-4~i~.. Building Pertnit Numbtr. batc: Phan9' Fl~ ~q(06463(Phone: 0117: EPKOni(uC{pR SICNA7URE OF IiNUER$7p(iDifNG MD ACftEF1NEKT v IhcrcbycenilymqOcsetyxkEisuincayropoat06yNispcmtitapplicationmeucuntc, COI1SU11ChOI1V21llC:$-"" uWdonotvioiateapplipbkardin.ncee,ruksoriegulauonsWdfeClqtolWhcatRidHeor PermitFee:$ corewnu, tumtmb a restrictions of raard; lhat aII maw~emrnls shown. end aikgatien, rNde W auyrylc Ihai 1 hsve rqd a11d 9(Qte W abiAe 6y aq canditions yrimce m il.4 Plan Roview Fee-S applia~im~ and Uat 1 psuma Pofl recpmsibiliry fQ emmplionce with the What Ridg< ~ 9ulding Codt (U.9.C) and all wha appi'mbk What Ridge qdin~:, t« wttk undn USC T1X:$ this pmnic TOtal:$ IONT'EftxCON'fRwCT0RyS1GNED Dw'fE ~J (OwNERMCY]NTMClOR):PIUM ATE ~I DESCRIPT10N: YYl SUILDI P' ~z IC: g9 FZONINO COMMlNYlApproval: lt>4) Zonin . Uo re auIwINa Approval: ~ ri,L+y PuSuC WpR(s CpMMCNia: Approval: ` ~ - Occupancy. Walls: Roof: Stories: Raidendal Unics: Electrical C,iccnse No: Piwnbiug Liceau No: Mxhwicat Liccase No: C°~anv`-~71.~,L~,L,. Company. ~,L`~VG~ Cmnpany. ' ~V Expiration pate: Expiraaon Date: facpiratioa Dau: Approvsl-z ppproval' ppproval: (1) 'IL:sPe~vuisau~d'ua«aMurcewiJAeprorida.smbMi~Your+pp6catia...d4wbjectbG~eNwaofl6eSwcafCalaWoaMmAeZmmg Re=aqtiwu and 8w7Ginr Cada O(Mwl Aid[<. CdoPadaa mY dhM+ppia6fe adm+nea a!1►e0'ry. 42) nupamik,t,m..p;,c irWaKwwx.ua„baIsea~a.;u:ewntMmrfmm +memum(e)aebWwin,wea;tta;:liatip,aaa« .b.donN TR! penad af Im d.yc lJ) ttm~sa~*~a~~.P;.u.>~K,.pa,,,~~ro.re.,~qu+aatu.r«<roM-e,ir~,n~oo~.ns,~q.~;Re.mo~;e~aao~n,.~aw~t«~a,.~un.~a~ :n aK ai jmr pwu .na fpec:fic.iwa w,.r.~.~. a,Weau.e~a aa oa <.teeaea aae (u r@. u<►.ngea wr~ eca « i(awc.y:w « sM~donmm~ aacaads we (1)1~v, fd feet WB hepW (ar a acrpami~ l<J ~o~orkMaaym.onea~hdweilmwv~c6.n~eWeaawNflwd.~lnwusie{aAauuEO~ 15) Cmtraeb36atlm4NtlrBuAdint1~m twen0`liii, U4J6msie4~ farAawpepW wdflu9*eieiveWriorny~-A oninryec(ioswd afon w«esdNe wnn pk~ a(ae je►. qmisirou o(die bbiWinB cadn m my oder «diwmx~ W, rvk a x{o60w. ~ (6) nKiw.Aeeor.aa~:aaw NPPvwaan.;oaand m~+*K«mx AMe.ab«o.mwaebe ,~nfm..auww" or..Ayvw,+:.arok Ctuef BuildinY lnspector ZO'd IZ:SI b00L 6T JcIti 68ZSEL£0£: X'RJ ('Id 8OIdI"ld COMMUIVITY bEVETAPMENT DEPARTMENT BUII.DING IhISPEC'CTON LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TA AVFNUE ~ wHEAT RIDGE, CO 80033 -(303-235-2855) A AHi IPA+Aii PropenyOwner= Property Address: Conaxccor License No.: Z,tz-l-~t COmpanY J- f ONN'AEWCOTi1UGTOA SIGNATURE OF IiNUERST,uiDIf:C A7:D ACftEFINCKT I hcrtby cwtify thal px SetLxk aisw~a PrWouA by this ptrmit applicaliat me ueunlc, •nd dpnot viWsic applieabk adimnceh rvks awilrpLupns W tlx Cl'yof Wiwt Ridge or <a.msnu.asa+r.iuorresa+ctionsotrcead:thaiall masumnrnu xh~.and.ikgatiene nudc ue accwair, that 1 havc rod and a¢'u to abide br an wndifians winiea en +6:, appKatim ind thai I usume run rcspmibiliry tor emmpiiaixe with uc Whai Riagc Building Code (U_9.C) snd all aher appiinbk Wlwt Ridge Ord'mutce&~ t« wprk unda zhis pertnit. IOWTfdtHCOMAwCTOR):SIGNED DA'fE (0`1JNERMfONTMCCOR):PRIMED DATE Building Pemtit Nutnber Datr., Phone: 21'-2-t~~;~: Phone: ~Cc)-(C~31 Conswction Value:$ Permit Fee:$ 2't~ 7 ~ P1an Rcvicw Fec$ /OG . L`~c.. T.ISC TiIR:$ TOlal:$ i V lo. v- i 150.,,,- t....(". DESCRIPTIOT: ~ 3 - BUILllING DEYARTMENT USE ONLY SIC: Sq.Fc: ZpNIxp COMMlNT]: f ~ Approval:~'~ zoning. euuoiNaCorrarra: ~aZI„~^ ~ ,~~,~tb/~~ pl~~ ' Y ~ Approval' ~ ~ ~uH~ 1-a-- i11BuC WOlll(i COMMCMTS: ~ , ~~e5 , C~ Approval: S~~ EE '*rraF'~ SifE~TS ` pccupancy: Walls: Root Stories: Residentia] Unics: Elatrieal Licrnse No: `j 2S`-I Plumbing Liceau No: Mechanical Liccnse No: ?"7C( G C ~~yT~'L°l,l Couipmy. ~~~~t.1 DCZ7C~( Co~~y Enpuation Date: ~ Fxpiranon Date: Fxpiratioa Dam: Approval- Approval: App`oval• (1) 7L:s Paou •AtiuuW ie aoouiduee wnA UK Ovo`iilms m bwtlh ia yarapptic.ue.+.d'u wbjwv b 1pe 4wc Mtht Snr MColaedo W u de Z1.66 RRoqflau and Bund'mY Coda d Wkm Aidye, Cda+dov uY dheraypYobk adm.nttsdAe CSy. In T6uPtnil f611 eapirsif(w)dwoahwAar¢cd'nea~adriUiusury'(60)daYsErrnvmAauwlBl&ebuild'mttudwittdis~uVenEeda .b.*daned f> a pniod af ua dayi. (3) tf diis pcm.il eapiret, a ne.. pamk mar De xquircd fa a fas eto"-half dc anwun nomulh'nquuW, pro.ided m ch+eges Ww bern m rill be made in Ae ai~ul PWS +nd fpac:fK~tiw rd ~.y ~pe~wiw a ab~odm..ea ha na e.~ae~d wc il) ]'m. IlcWnga leve 6~ a if sxqe.r:w w oba-dmmew ~caM~ we(1)1ear. Rd feesau6 beWd far a acw pvmu. (a) ~a ~ak alaM' maenc ahy Le daw ~Dr wrol ~Amp tl~e nwN florr d.~ter audeta A+~u/e puhlem- l5J Ce~ewor Sd+n mtifY die BaAdiM Inqwrts aeap~fmr Ua) bus ia N.va h aB iospations nd alu0 .eici.e Wriasa ~PP^•~l an in~pecw" wtd before vrocvtd+N wFE aacceun. pYaes af ine jol. (6) TheameceofapmMao.6e.pPwdddnvmPaed9~+~"dm ahwtl~bcaeutradMbeaP..jj iar.earuV4b~+Ja(.aa7rio6riaaafde maisiwn MAv WNiaa eadn a mYadaer e,&wnsr. hW. ruk a x{o6ow. ' CSi Iny itISOCCtO[ LO'd ~SI GOOZ 6I Ati LS8LS£Z£0~: X12A I'Id 8 9NINr&ild DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATION Date Applicant: M,'v I o d~___r 40'M es Phone # '~i' ~!b(o /~f 5( Location of Construction: 5370 so.✓ S~ Z= Purpose of Construction: S..J~~ F•r,ti~~v RE:5 ~D&~/c~-_ Building Permit Value: Single Family X Commercial Multi-Family DEVELOPMENT REVIEW FEES Development ReNiew Processing Fee: $100.00 E ~D ~•cc (for document processing) Single Family Residence Review Fee: $50.00 S So , o0 (for review of applicable technical dceumenu) CommerciaUMulti-Family Review Fee: .(for review of existing technical documents) a~~ 00 a .(for reNiew of tachnical documents for consvuc[ion in Right-0f-Way, Final DrainaKe Report and Erosion Control Plan) $500.00 b CDOT Access Pemtit Fee: al~ 00 $ (for document application and processing) Traffic Imprad Study ReNiew Fee: a~~ 00 $ (for document review and grocessing) Flood Plain Variance Review Fee: kIor document rcricHand proccssing) Gass I Application: a30000 $ Class I Publication/Notice N/A Class D Anplication $750.00 $ Class II Publiqtion/Notice 00 a TOTAL REVIEW FEES (due at time ofbuilding pernut issuance): $ 00 PLEASE NOTE THAT IN ADDTITON TO 7'fE ABOVE FEES, THERE WTLL BE ADDTfIONAL LICENSING AND PERMITTING FEES REQUII2ED FOR CONS7RUCTION OF IIviPROVEMENTS WITIIIN PUBLIC RIGHTAF-WAY. Signature of Applicant `~'v~ o~,r0 av1•lIY~1C~ Date ` 23 RdOd03 oF r DEPARTMFNT OF PUBLIC WORKS BUILDING PERMIT APPLICATION REVIEW ~ o Date: ORPO Location: 53-70 A/,~-M56A) 57 R~ Aitention: Building Department 1 havc revicwed the anached matcrials submitted in application for approval of a Si.~G~6 FAMi~y ~2ESiD~,VGc at [he above refcrenced address. Plcase note thc summary commcnis below. ✓ Boundary Closurc: _ OK _ Not OK; refer to stipulations. 2. ✓ Drainage: a. Drainagt plan and report neodtd _ b. Drainage plan not needed c. Lot drainageJgrading to be reviewed by Building Division ✓ d. Site drainagdgading provisions have been revicwed and are: ~e o vzr~o7- ✓ OK Not OK; rcfa to sopulations. 3. ✓ NPDFS Permit Required: _ Yes ✓ No 4. ✓ Public Improvcments a. strat paving nt,eded: Yes No b. turb and gutter netded: Yes ✓ No c. sidewalk needed: Yes ✓ No d. sveel lights nxded: Yes v/ No e. storm sewer nxded: Yes ✓ No f. letter of credit required: _ Yes ✓ No If a ietter of credit is required, for what improvements? QA- Amoum of Ietter of aedit: 5. ✓ Subdivision Agament requucd: Yes No 6. Devdopment Covenant required: _ Yes _ No If Yes, for 7. ✓ Traffic impact analysis and report requircd: Yes - j•1o 8. State Highway Access Pemtit naded: Yes vf No 9. ✓ New roadway or atley R.O.W. dedication rccommendcd: _ Yes ✓ No lf yes, wha[ is recommended? 10. ✓ A11 existing dedicatad roadways/alleys meet the sundards of the City: ✓ Yes _ No ]f no, which do not and whai is requuted: ,✓/A- 11. ✓ APPROVAL: 7'he Public Works Depanment has reviewed this request and hereby gives its approval, subject to the above ard/or anachod sdpulaaons. ^J~---•✓-~/.~...-,-~-.,-.~-- G ~iSfo ~1 Signamre David F. Brossman, P.L.S. Dare 12. '`/h NO APPROVAL: The Public Works Department has reviewed this request and does noe give iu approval for the rcasons statod: Signature David F. Brossman, P.L.S. Date 13. ✓ Stiationc a[uched: ✓ Yes No ~R~ ~NL- CE~TiFic?770n! LET/E~ FRo.~/ ~ E- P~ Oi'G.O. 14. ✓ Summary Commenu: Any damage to the ezistine Public Imorovements as a result of this cortstruction is to be rcpairod to cneet Ciry swdards bv thc Pumit Aoolicant prior to the issusnce of the Certificate of Occuoancv. A Draina¢e Certification Letta is roquired prior to the issuance of the Certificatc of Ocwvarxv Qy d Wnmt wa~e pepartrnerrt d PubGc Worla DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED G l/&o y Dear Conuactor: ADDRESS S3 70 /t/EZSO.J In conjunction with the approval of the building pernut 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 deternvned 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 deternvne the exisung condiuon(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 ttev 4103 RCW88. Residential Worksheet (SF/Duplex) 28/ Submittal requirements: Copy of Deed Site Plan (to scale) I?r Elevations El Address: 5310 NC~son 1S*% U024- g Zoning: ffLp Use: ~ Property in the flood plain? 14O Lot Size: 14391o sq. ft. Lot Width: (01 - IU ft. Maximum Lot Coverage: 40 % Proposed Improvements: D~, House: Z~34' R1 sq. ft. Addition to House: sq. ft. *Shed: sq. ft. Detached Garage: sq. ft. 3 Proposed Lot Coverage: (Total) l4, 8 % Sb J~60sq. ft. Existing Improvement(s): House: sq. ft. Shed: sq. ft. Detached Garage: sq. ft. Other: sq. ft. Z13}' f& sq. ft Required Setbacks: FR 20 S1• ~ S 1•~ R 1 O Provided Setbacks: FR S (O' I S R Z? Ivlaximum Height: 35 ft. Proposed Height: ?%t*i_ ft. Maximum Size: ~J1'8 '4 sq. ft. Proposed Size: 2134'• st 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 oc 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 [wo 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 pemutted. *Metal sheds in excess of 120 s.f. not allowed. Landscaoine Notes For one-and two-family dwellings, one tree for every 70 feet of sheet frontage is required. 100% of the front yard and 25% of the entire lot must be landscaped prior [o issuance of C.O. Street tcees required: Street trees provided: 222454hil / Inforniation LToBuild On Englnee►fng • Consultlng • 7bstlng Melody Homes, Inc. March l, 2004 11031 Sheridan Boulevard Westminster, Colorado 80020 Job No. 532-35120 Subject: Summary Report of the Geotechnical Evaluation for 5370 Nelson Street, Lot 4, Block 1, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado References: 1. "Geotechnical Engineering Report of Foundation Recommendations, Lots 1 through 12, Block 1; Lots 1 through 13, Block 2; and Lots 1 through 12, Block 3, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado;" by PSI, Job No. 532- 35120, Addendum 1, dated March 1, 2004 2. "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners," by Noe, David C.; Jochim, Candace L.; and Rogers, William P.; Special Publication 43, Colorado Geological Survey, 1997 Dear Melody Homes, Ina, Professional Service Industries, Inc. (PSI) has completed a geotechnical evaluation for a portion of the subject subdivision that includes the subject lot. This letter summarizes the data gathered and our recommendations contained in the referenced report for the subject residence. This summary is intended to provide information for the Homeowner and should not be used for construction or foundation engineering purposes. The above referenced Geotechnical Report (See Reference 1) should be utilized for construction or foundation engineering purposes. SITE EXPLORATION Site exploration consisted of drilling one boring neaz the anticipated center of the subject residence. "I'he boring was advanced to a total depth of 24 feet below the existing ground surface. Samples of the subsurface soils were collected in the field and returned to our laboratory for subsequent analysis. SUBSURFACE CONDITIONS 'The soils encountered in the boring drilled on the subject lot generally consisted of 24 feet of overburden soils consisting of fill, sandy to very sandy clay and gravelly sand. Bedrock was not encountered below the existing grade at the time of drilling. Groundwater was not encountered below the gade existing at the boring location when checked at and/or subsequent to the time of drilling. EXPANSIVE SOILS/BEDROCK As is common in the Denver Metro Area, some of the soils and bedrock present in this subdivision include expansive clays that will swell upon an increase in moisture content. Experience has shown that some increase in moisture content of the expansive clays beneath the proposed residence and surrounding improvements should be expected due to site development and associated landscape irrigation. Professional Service Industries. Inc. • 4765 Indepentlence Street • Wheat Ridge, CO 80033 - Phone 303/424-5578 • Fax 3031423-5625 Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 4, Block 1 FOUNDATION RECOMMENDATIONS Job No. 53235120 Mazch 1, 2004 Page 2 of 5 Based upon the subsurface conditions encountered at the site, the use of grade beams and Type B- Narrow Spread Footings or Footing Pads aze considered the most appropriate foundation system for the single family residence proposed on this lot. A grade beam and narrow spread footing or footing pad foundation system is utilized to concentrate the loads from the structure on the individual footings or footing pads, thereby opposing the effects of the swelling soil and/or bedrock. In addition, a void box or air space is constructed below the grade beams between the footings or footing pads to help concentrate the loads on the footings and isolate the bottom of the grade beams from the expansive soils and/or bedrock. FLOOR SYSTEMS AND SLABS Basement Fioors. Basement floors in the Front Range area are commonly constructed as either structurally supported floors with a void space beneath or as a slab-on-grade, depending on the swell potential of the subsurface profile. The determination of whether or not a slab-on-grade floor system is suitable for a particular site requires an assessment of whether slab movement is likely to occur, the potential amount of slab movement, and whether the potential movement will result in unacceptable performance. A slab performance risk evaluation as described in Exhibit A is typically used to provide such an assessment. Structurally supported floors should be used in all non-basement finished living areas in the proposed residence. Structurally supported floors are also recommended in basement azeas where the slab performance risk is categorized as high to very high. Slab-on-grade construction has been used successfully in the Front Range area for basement floor support on lots where the slab performance risk is categorized as low to moderate. There is risk of slab heave and associated cracking for all slab-on-grade construction in expansive soil areas as discussed in Exhibit A. First time as well as subsequent homeowners must be informed of this potential risk and homeowner responsibilities for maintenance of various items as discussed later. Slab performance risk associated with the soils and/or bedrock materials anticipated to influence the basement floor system on this lot have been judged to be in the low risk category. As a result, a slab-on-Qrade basement floor system is deemed suitable for use on this lot. Experience has shown that basement slab-on-grade perfonnance has generally been satisfactory on sites where the slab performance risk is judged to be low to moderate. In the Front Range area, basement s3abs with up to 3 inches of elevation differential and/or some minor cracking is common and is generally considered "normal" on sites in the low to moderate risk category. While such movement and/or cracking may not be cosmetically desirable, they are generally not anticipated to adversely affect performance of the basement slab or foundation provided that all recommendations for slab-on-grade construction and homeowner maintenance described below are closely followed. This discussion assumes the basement is non-habitable. In light of the preceding information, if the homeowner elects to construct improvements in the basement, the improvements must at least be constructed in accordance with the "Slab-on-Grade Construction Details" presented below. Non-Basement Slabs. Garage floors, driveways, sidewalks, exterior porches and patios aze normally constructed as slabs-on-grade and are usually incorporated into the construction of a typical residence. In azeas where expansive soils are present, non-basement slabs are likely to undergo some heaving and cracking. Performance of these non-basement slab-on-grade elements in areas of expansive soils is variable and unpredictable. At the present time solutions using readily Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 4, Block ] Job No. 532-35120 Mazch 1, 2004 Page 3 of 5 available construction technology considered to be within practical, cost effective limits are not available to preclude movement of these slab-on-gade elements. Slab-on-Grade Construction Details. Cracking of slabs-on-grade is normal and should be expected. Cracking can occur not only as a result of heaving or compression of the supporting soil and/or bedrock material, but also as a result of concrete curing stresses. The homeowner should closely follow the precautions listed below for all slab-on-grade construction. These details will not reduce the amount of slab movement, but aze intended to reduce potential damage should heaving of the supporting subgrade take place. It should be noted that significant swelling of expansive soils can occur, even with a small increase in moisture content, and some increase in moisture content is inevitable as a result of development and associated landscaping. However, extreme moisture content increases can be lazgely controlled by proper and responsible homeowner maintenance and irrigation pracrices. i. Slabs should be sepazated from all exterior walls, column posts, interior bearing members and utility lines to allow independent vertical movement of the slab (i.e, construct a"floating" slab). Plumbing and utilities that pass through the slab should be isolated from the slabs. It is recommended that flexible boots be used on ail non-pressurized utility lines above the floor slab. 2. Heating, ventilaring, and air conditioning systems supported by slabs should be provided with minimum 3-inch flexible connections between the plenum and the air ducts or piping. 3. A minimum 3-inch void space is recommended above, or below partitions that aze placed on the slab. In finished azeas, all furring strips, drywall and paneling should stop at least 3 inches from the top of the slab. The void space can be covered with a molding strip. Doorways and stairwells should also be designed for this movement. Recommended conshuction details for partitions, doorways and stairwells are presented in Eaclvbit B. NOTE: Movement of slabs supported on ezpansive soils/bedrock could ezceed the partirion void space recommended above. These void spaces are not intended to anticipate total potential slab movement. They are intended to prevent immediate damage to the superstructure and serve as an indicator of slab movement. Thej, must be monitored and maintained by the homeowner for the life of the structure. 4. Exterior patio and porch slabs should be constructed in a manner such that movement of these slabs does not adversely affect or get transmitted to the residence foundarion or superstructure. The Owner should seek the assistance of a professional geotechnical engineer when considering patio and /or porch improvements. 5. Isolation of garage door tracks and door jambs from the garage slab should be maintained by the homeowner throughout the life of the structure. DRAIN SYSTEM An individual perimeter foundation drain system has been recommended around all basements and below grade habitable floor space. The drain should discharge to a positive gravity outfall away from the residence or to a sump pit which would allow pump discharge. If a gravity discharge is utilized as the primary discharge mechanism, it is recommended that a sump pit also be constructed Melody Homes, Inc. Job No. 532-35120 Skyline Estates, Filing No. 3 Much 1, 2004 L,ot 4, Block 1 Page 4 of 5 as a backup system. If a sump pit is installed and water continuously accuxnulates in the sump, a pump should be installed by the homeowner to remove the water. The pump should dischazge into existing drainage swales outside the limits of the backfill, or another suitable gravity outfall. The homeowner should periodically check the sump pit to verify thaf the pump is operating properly, and accumulated water is being removed. The purpose of the perimeter foundation drain system is to help remove water that may accumulate azound the foundation, and ultimately keep water out of below grade areas. The foundation drain is not intended to prevent an increase in the moisture content of the soils or prevent moist conditions in crawl space areas or beneath slabs. CRAWL SPACE AREAS A ground cover moisture barrier and adequate ventilation is recommended in ali crawl space azeas to help control humidity in the craw] space and living areas above. The use of black heavy gauge polyethylene sheeting as a ground cover and attached to the foundation walls is recommended as the moisture barrier. A minimum overlap of three feet is recommended foi unbonded polyethylene sheets. The crawl space ground cover should be kept free of organic material and debris during and after construction. LANDSCAPING, SURFACE DRAINAGE, AND IRRIGATION Proper maintenance of the areas surrounding the foundation can affect performance of the structure. Our experience has shown that if the Homeowner properly maintains the items summarized below, wetting of the foundation soils can be reduced and thereby decrease the risk of future problems with the structure. 1. The backfill should have a positive slope away from the foundation walls on all sides. The grade can be reduced somewhat if pavements or slabs will cover backfill areas. The minunum decline away from the house should not be less than 6 inches in the first 5 feet (i.e. 10 percent) with a minimum slope of 2 percent thereafter. If settiement of the backfili results in low areas, these areas should be filled and compacted with a fine-grained soil to establish the positive slopes mentioned above. The addition of rock, bazk, or mulch in low areas to establish positive slopes is not acceptable. 2. Downspouts should dischazge into spiash blocks that extend beyond the limits of the foundation wali backfill and a minimum of 5 feet from the foundation. Splash blocks should be sloped away from the foundation walls. The use of long downspout extensions instead of splash blocks is recommended. Downspout extensions should not be buried in such a manner that the outlet is obstructed in any way. If downspout extensions are buried, they must be constructed of non-perforated pipe. We recommend that splash blocks, or any impervious material, be placed beneath sill cocks and extend at least 3 feet horizontally from the foundation wall. 3. Particulaz caze should be taken during final landscaping of the site. If the Homeowner desires to plant next to or near foundation walls, or exterior slabs, it should be understood that the risk of future damage to the structure or slabs-on-grade is increased. It is advisable to plant only vegetation that requires very little irrigation or only natural precipitation for survival next to or near the foundation or exterior slabs. Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 4, Block 1 Job No. 532-35120 Mazch 1, 2004 Page 5 of 5 4. Installafion of decorntive landscaped azeas such as gravel, bazk, wood mulch, etc. is advocated as an alternative to planting next to foundations and exterior slabs. These azeas should be underlain with polyethylene or geotextile fabria To reduce water infiltration, the slopes recommended above must be maintained. The edge of decorative areas should be constructed above the adjacent lawn or ground surface, and should not impede drainage with grass stops. Refer to Exhibit C for a recommended typical decorative installation. 5. Sprinkler system water lines shouid not be installed next to foundation walls. If a sprinkler system is installed, the sprinkler heads should be placed so that the spray from the heads does not fall within five feet of the foundation walls. Where practicable, main sprinkler lines, zone control boxes, and drains should be constructed at least 10 feet from the Foundation walls. Lawn irrigation should be limited to only the amount necessary to maintain normal growth. Excessive watering must be avoided. 6. Swales and drainage routes established during site development and final grading on the subject lot must not be altered and must be maintained by the homeowner. CONSTRUCTION OBSERVATION The recommendations that aze summarized herein were made prior to start of construction of the subject residence. It is possible that subsurface conditions may be encountered at the time of conshuction that are different from those anticipated at the time of this writing. If significantly different subsurface conditions are encountered at the time of construction, the type of foundation and/or basement floor system to be constructed may change. If foundation or floor system recommendations change, the Builder should notify you of the change. SUMMARY This letter is only a summary of our findings and recommendations for the subject lot, and is intended for the potentia] customer who is considering purchase of the home from the Buiider. Should the home be sold in the future, the seller should pass this letter on to any subsequent purchasers. PROFESSIONAL SERVICE INDUSTRIES, INC. ` .J Ryan Lepro Staff Engineer Attachments: Exhibit A- Slab Performance Risk Evaluation Exhibit B- Recommended Construction Details for Partitions, Doorways, and Stairwells Exhibit C- Recommended Landscaping Details EXHIBIT A SLAB PERFORMANCE RISK EVALUATION The soils and bedrock in Colorado include expansive clays and claystone bedrock that will swell upon an increase in moisture content. These expansive materials occur at or neaz the ground surface throughout most of the Denver metropolitan azea. There aze risks associated with construction on, and living in areas of expansive soils that cannot be completely eliminated by either engineering or construction techniques. Whi1e the risk of damage cannot be eliminated, the home building industry has developed effective methods to mitigate damage. The determinarion as to whether slab-on-grade construction can or should be used for a particular application requires an evaluation of the likelihood or risk that slab-on-grade movement will occur, and if movement does occur, whether the potenrial movement will result in unacceptable slab performance. What constitutes unacceptable slab performance is subjecrive, and includes consideration of the amount of total slab movement, differential slab movement, and cracking that occurs as a result of differential slab movement. The performance of a slab-on-grade depends upon the interaction of many factors, many of which cannot be accurately known or predicted. These factors include details of the slab construction as well as the behavior of the soil and /or bedrock material that underlie the slab. Behavior of the soil and/or bedrock materials below a slab is a function of numerous factors including geologic structure, the local and regional soil and bedrock profile and iYs variability, material types below the slab, engineering properties of materials below the slab, existing stress state, density and moisture content of materials below the slab, swell and/or suction potential of the soil and bedrock material below the slab and nearby, depth and magnitude of future moisture increase, existing and future ground water conditions, presence and location of neazby surface water sources, type and configuration of basement, tolerable movement for intended use, performance history and experience in the area, surface topography, previous and future grading, surface and subsurface drainage, site landscaping irrigation and vegetation. Assessment of future slab-on-grade perFormance involves consideration of all the above factors. Due to the complex interaction of all these factors, such an assessment is necessarily subjective, and requires considerable experience and judgment on the part of the geotechnical engineer. Such an assessment is referred to as a"slab performance risk evaluation" (SPRE). Slab performance risk evaluation is an engineering judgment that is used as a predictor of the general magnitude of potential slab-on-gade heave, and the risk of poor slab-on-grade performance. Although the results of laboratory swell testing to determine the measured swell percentage or swell potential of individual samples of a soil or bedrock material is an important consideration in this process and one that has been used extensively for more than 30 years in the Denver metro area, the results of swell testing performed on a given lot or subdivision alone aze only an indicator of how an expansive soil may behave, and used alone are not sufficient to effectively assess future slab-on- grade performance. Unfortunately a lazge percentage of people tend to focus solely on the results of laboratory testing when evaluating the risk of expansive soils in their home buying decisions. Professional Service industrias, Inc. Paoe 1 of 3 March 1, 2004 In an effort to provide some uniformity in terminology and provide a relative correlation of slab performance risk to the results of swell tests (i.e. measured swell), the Colorado Association of Geotechnical Engineers (CAGE) developed the concept of slab performance risk categories as part of a 1996 document titled "Guideline for Slab Performance Risk Evaluation and Residenrial Basement Floor System Recommendations". The risk categories developed by CAGE are reproduced below: TABLE II RECOMMENDED REPRESENTATIVE SWELL POTENTIAL DESCRIPTIONS AND CORRESPONDING SLAB PERFORMANCE RISK CATEGORIES Slab Performance Risk Cate o Representative* Percent Swell (500 sf Surchaz e) Representative* Pereent Swell (1000 sf Surchaz e) Low 0 to<3 0 to<2 Moderate 3 to < 5 2 to < 4 Hi 5 to<8 4to<6 Ve Hi >8 >6 *NOTE: The representative percent swell values presented in the above table are not necessarily measured values; rather, they are a judgment of the overall sweli of the soil and bedrock profile likely to influence slab performance. Representative swell can be thought of as the range of swell percentage which, in the opinion of the engineer, best represents the swelling characteristics of the soils and bedrock within the anticipated zone of moisture content increase (often referred to as the depth of wetting) below foundation excavation depths when considering all of the above factors. A curtent design assumption for the zone of material subject to an increase in moisture content below basement slabs-on-grade is approximately 7 to 10 feet. In unusual circumstances, wetting can exceed these depths. The engineer should evaluate potential wetting depths based upon geologic conditions and the site specific soil profile. Movement of foundations and concrete flat work constructed in areas with expansive soils will occur over rime regardless of the performance risk category judged to be representative of a given site or azea. However, the anticipated severity and frequency of damage has generally been observed to increase with increasing slab performance risk category. Few detailed studies carrelating perceived slab performance risk with actual performance data have been performed to date in the Denver metro area for numerous reasons, including insufficient and inaccessible repair and maintenance records as well as inability to survey the condition of existing occupied homes. However, the resuits of studies that have been performed recently in the Denver metro area have validated this observation: Criteria used in the study to evaluate slab performance included a maximum crack height of'/< inch, a maximum crack width of 1/4 inch, and a malcimum differential elevarion across the slab of 3 inches. The percent of homes surveyed that exceeded any one of the three criteria is shown below: Professional Service Industries, Inc. Pa,e 2 of 3 March 1, 2004 Basement Floor Slab Performance tm .S 60 'a m ~ •r 50 x :5 40 W v 30 ayi ~ u) 20 ° x Q 10 o ~ 0 = Low Moderate High Very High ' Slab Performance Risk Category Structurally supported floors, also lmown as strucriual floors, are generally considered the most effective way to reduce the likelihood of basement floor movement due to soil heave. There aze other design issues associated with structural floors, such as ventilation and increased lateral loads, air quality, energy efficiency, maintenance, etc. which must be considered. Structural floors do not consritute a perfect option and in many cases are not the best option. Based upon the combined experience of iYs members, CAGE advocates the use of structurally supported basement floors on sites where the slab performance risk is categorized as high or very high. Some homebuilders subscribe to this methodology and their standard practice is to use slab-on-grade basement floors on sites where the slab-on-grade performance category is judged by their geotechnical consultant to be low or moderate. In the case where the homebuilder does not provide the buyer with an option to select the type of basement floor to be constructed, and/or the buyer does not feel comfortable with, or understand the floor recommendations and associated risk as explained herein, PSI recommends that the homebuyer retain the services of a qualified geotechnical engineer experienced with residential construction in the Denver metro azea to assist in reviewing the available geotechnical information and associated recommendations. PSI also recommends use of struchuaily supported basement floors for lots where the slab performance risk is judged to be high or very high. On low and moderate swell potential sites, differentia] slab heave of up to 3 inches is considered normal. In unusual instances, the normal movement can be exceeded. fii construction of residential structures, the risks associated with swelling soils and bedrock can be mitigated, but not elnninated, by careful design and construction procedures. The home building industry has developed design and construction methods which have reduced frequency of slab-on- grade and foundation distress over the past 10 yeazs. Homeowners must accept that slab-on-grade construction and, in some instances, foundarions may be affected by swelling soils. At the present time, heaving of concrete flat work such as driveways, patios, garage floors, etc. cannot be precluded using reaciily available consYruction teclmology within practical, eost effective limits. Professional Service lndustries, Inc. Paee 3 of 3 March 1, 2004 ~ Spike as required Partition I ~ for stability ~ Molding, nail at bottom oniy voia spece Drilled hole Concrete slab I ~,;,j Wood 2 x 4, nail to slab Info~ma~tion VOID SPACE DETAIL FOR ~v~ .ToBu ldOn PARTITIONS ON SLABS Engineerfng. r.on:uni.,9 • reser„s EXHIBIT B Brick or siding 5' Minimum Frame Wall Rock or bark area aIth downspout ~ i~}g~~gEl,- j, , extended beyond edging torMaintain a 1t ~i~ ~ T ~ ~ ~i ~ ~ ~ . . ~ I I-~ ~ I- Foundation Wall d edging or t to allos f water from bark area minimum alope of 109: anay [rom foundation Minimum 6 Mil Polyethylene or Geotextile Fabric sloped away from . foundation under edging to top ot grass ~c~; Information RECOMMENDED LANDSCAPING LM"'NUToBuildOn PROCEDURES Engfneering.co„sumn9•Testing EXHIBIT C P'LO T P LA N FOR ~ MELODY HOMES INC. LOT 4 , BLOCK ~ SKYLINE ESTATES, FILING 3 , CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO. ADDRESS 5370 NELSON STREET .4v g tiOp. O 24' O ~ 43 26., p ~ SereA~k ~ S o- `L ~O gJ,3 ~ ~/o~~ 'gu' ~Te c I I ~ I v , 1 I I 3p 2G.O2gR.g5 ~ I I I~ 1 S 9'28 56"E \ 001 v ~ ~ ~~rnII ~I ~lo^li ~ ~ 31~ ♦ ~ 'IZ ~ ~I JO "15•3 I ~II n `.0 ~ k I I ~ ~~.vu., 12.9 ~l'' ~I I ~ 'nI CRAWI TOIma. 61.0 I (QNN ~ ~ 262a n ~ I I I~ ' I n 10.9 I BSMi I i 3 caR, GARDEN LvL i Le" I^ ~pl I i GnRAGE I~ i I I ~e.~I I ~ II I =,I I ~17i~ DRIVEWAV ~_PORCM ~ I I~ --.J s ~ _j L ~ - _ 45.18 4.69' 48.33 66& i S34 09 6 E INFO STAKE: _ L=21.52 MODEL 2624 LH NELSON STREET 3 cAR ELEV A LOT AREA (S.F.) = 14,396 ceHeanL Nores HOUSE AREA (S.F.) = 2294.03 1. THIS PIOT PLAN DOES NOT SHOW LOCATON OF VANDOW WELLS FOR iHEIR COVERAGE= 15.9% LOCATiON SEE SiRUCTURAL ENGINEEREO PUNS. BLDG. HEIGHT= 28.25' 2. DIMENSIONS SHOWN ARDUNO THE PERIMETER OF THE STRUCTURE ARE TO iHE AVG. BLDG. HEIGHT= 23.25' EXiERIOR fOUNDAiION CORNERS. AVG. F.G.= 3. PROMDE AND MAINTAIN PO51¶VE ORAINACE hWAY FROM ALL FOUNDAiION WALLS ~Q•3 PER WARRANiY REOUIREMENTS. (0.55 MINIMUM SLOPE fOR CONCRETE PANS.) 4. TF115 PLOT PLAN SHOW$ PROPOSED IMPROOEAIENTS ONLV. FINAL CONSTRUCTION MAY VARY 5. fOR Q11E5TONS REGARDING THE FOl1NDAT10N DURING E%CAVATION, fORM SETPNG, AND HOUSE CONSTRUCTION REFER TO iHE ENGINEEREO FOUNDATION PLANS. REVIE E & APPROVED FOR STAKING ° HOUSE AT MINIMUM SETBACK LEGEND: ~~UTILITY PEDESTALS o Z CHECK FORMS BEFORE POURING WATER SERVICE I~=PROPERTY LINE ~ 48 HOUR NOTICE REQUIRED (5) SANITARY SEWER SERVICE BOW=BACK OF WALK ~ w Z ° 2' STAGGER REQUIRED FOW=FRONT OF WALK LIGHT POIE Z0 ° 357 LOT COVERAGE FOR 2-STORY/ TRI-LVL OA9 ~L=FLOW LINE 40% LOT COVERAGE FOR RANCHES ~FIRE HYDRANT -SETBACK ceccr.Acnir CALL UTfLITY NOTIFICATION MINIMUM SETBACKS: 1"=30' OMELODY HOMES INC. CENTER OF COlORA00 0' FRONT: 20 SCALE: 11031 SHERIDAN BLVD. 1-800-9~2 2-1987 MOR O ' . SIDE: 7.5' REAR: DATE:05-12-04 WESTMINSTER C0. 80020 l Op 534-6/ OO OEN CR _ 0' 20 REV: PHONE: (303) 466-1837 ZgT~ 'l~~,' M,,,010 ~ K, . STREET SIDE: MINIMUM gY: BMA Fnx: (sos) 466-236e ut•m ~13 BETWEEN STRUCTURES:15' JOB N0: SKY3 -scraTCK - - - - _ I . , LOT 1 I I ' i-" i 9,904 st i I ' . i ~ ' h ~ r,. a '~i L----- J PARFET STREET i _ TIiACTT _ _ _S q ~ r-- ~ 1 F[~ I ~ ~ €qv ii i --fiv--- ~I I L oK ~ . , i L gr-F - - - E ~ ~ ` sa ~ a^ = - ~NI xI II II iJ i4' i89'35 34'W u a AYt ~'YE I , i i ' ye'= - ~ Iws ' \ 19'6l l 64 94.685 ~ ~\P . r uc n.•~ 1 ~ = r ~r ~ ~ ~ Z \ pa @ fi 1 04 49 n \ \ \ r o.n 6b 9 b.68 ss ✓ r ~ ~ ~t_"nt"_ • i n ~ ~ ~ \ i m c ~ uc ' 64 94.6 $S~ p 5~ LLE Mw' i~+ ~ ~ \ \ III ~ I 4 ° TRACT E , j Z 55 ACRES 0 . L e L! ~ I \ ~ I ~ I I _m 4• ± 5•4E 1"O \ • S \ )RM/DRAINAGE TRACT $ s sl I I i I TRACT H 0.64 ACRES ~ 590'00'00'E - ~37n1 ~ AR~ ~ ~ ~Z . 56,15p/' ~ . I ~ i n ANp NT i RPiNAGEASEME ~PTION~ o v~~~4p1yE IRR ~ % ~II 4 o ~ ' `4` a.~ ` 'o°' ~ _°1 ~ ~ ~ I ~N ~ 1`'~ ~ '~1 I I ~ p I • 1I 11~~ S '~fp ~ l wE 5'Vf M ~ ~ 1 3.9 r- x~ ~ ~ . I I mr I ~ I ~ y I e ~ I I I I `ni ~ ~ L---- 58833'21'~N 12002 - ~4 ! UE - x~ - D ~i ~i ~ i i u 7 4f 9£ 69NJ OZL 3 a 00 . r oc. i I I i I I m~ I I i ~ ~O ~ ! ii i i! i i1 I T i~ ~ i fi 1 tf ® ~j tom'`` ~'~O 10'-6" !i i if 1 ft i fi N 1 ~ 2 7--2 2-10 ~ f P~Tt~NAL (~EG~,,~ VARIES PER PORCH , 8" 6X6 WELDED WIRE 7~-2~~ 2~ SHOP PRIMED 4" CONCRETE SLAB FABRIC. 4~-O~ 'J~-O" 7 a ~~~~~r -r~ hff r,r-r.-. W8X13 ON GROUND. BREAKOUT STEEL O P T O N A L i q tt ~ a » 15-3 ~ - z _ _ NQ S OOP ~ m~j ~ - ter' \ ~ TOP AND BOT. ~3~-6~ X 3~-6~~~ r + ~ CONT. REINF. CONCRET HAUNCH ~ TOP OF HAUNCH TO - ~ AT OPT. TOOP ONL BE 8" BELOW TOP a OF WALL. 2-~4 X 5'-0" 11JRN SLAB EDGE o i DOWN TO HAUNCH BRACE WALLS AS REQUIRED. BEFORE °D = Y\ j BACKFIILING. ~ ~ r ,z o ~ z 0 2-#4 (SIZE VARIES PER PORCH) `O j,ry i~j ANGLE EXPANSION JOINT. r~ ~ SEE SECTION t NOTCH FDN. 8" MAX. FOR FoR ~Erni~s. DOOR & MAINTAIN 24" MIN. z ~ o BTWN. ROWS OF REINF. o ~ ~ (AT OPT. DOOR ONLY.) POLYETHYLENE I TT ~ d' r~ ~ t r n t-._ -m SEE SEC110N t VOID BEYOND, SEE SEE FOR DETAILS. i PLAN FOR LOCATION. p PLAN BEAR ON UNDISTURBED Y a T soi~. ° 16' FTG-TYPICAL S ~ l,~ I 1 ~ ~ ~ 3/8" = 1'-0" i~ I UNLESS NOTED ~ HAUNCH AT END OF PORCH. 0 T STEP BOT. OF } FDN. 4'-0"f ~n s VARIES PER PORCH 8" ~ 6X6 WELDED WIRE ~ - 4" CONCRETE SLAB FABRIC. SHOP PRIMED ON GROUND. BREAKOUT STEEL s WSX13 L. - ~ F~ t - TOP AND BOT. N a BLOCKOUT CONT. REINF. u~ ~ HAUNCH FOR TOP OF HAUNCH TO - ~ INDICATES PLACEMENT BEAM. BE FLUSH WITH TOP ~ I MATERIAL UNDER GRA OF WALL 'O 2-~4 X 5'-0" o ° ( I SEAL VOID WITH POLY. L BRACE WALLS ~ O BEFORE 0° sr,'~ L BACKFILLING. ~ ~t 0 3-2X4 POST i w" 1 I ~ d^1 ~ w/"~ w~~-~~ tA. WAY, t3Ul. 30" FTG. ~ ~ Za 2-#4 (SIZE VARIES ~ PER PORCH) o G A R A G r' 4 CON SLAB ON r. a CJ ~ 4 CONC. SLAB ON GROUND ~ ~ r-- ~ ANGLE EXPANSION 4'-0" - CANTILEVER ~ m~ ~ ~c~o ~ JOINT. e 30" FTG. J BEAM 3'-9". I ~ i I ~ ~ ~ SEE SECTION t FOR DETAILS. INDICATES 2X PLATE LO PROVIDE 1/2"~ X 10" L POLYETHYLENE I ~_TTi ~ ~ BOLTS ~ 4'-0" O.C. UN p OTHERWISE ON SECTION ~ - - -1 I ~ ~ ~ I _R_ i ~ t ~ - 5 r SEE SECTION 1 C° ~ EMBED BOLTS MINIMUM V010 BEYOND, SEE SEE FOR DETAILS. ~ CONCRETE. PROVIDE MINI PLAN FOR LOCATION. pLAN BEAR ON UNDISTURBED BOATS PER SILL PLATE soi~. WITH 1 BOLT LOCATED W S ~ C T Z O N ~ O 3/8" = 1'-0" 12" OF EACH END OF W SILL PLATE PIECE. TYPIC HAUNCH AT MIDDLE OF PORCH. - I L ~ .T '1 3"6 11 GAUGE ADJ. l q- PAD aTEEL PIPE COLUMN. • 26'~ X 26~' X 10~~ THICK TYPICAL UNLESS NOTED. o W/3-#5 EA. WAY, BOT. `t 0 i a- 0 X ~ ~ NOTCH FDN. 12" MAX. DOOR & MAINTAIN 16° G BTWN. ROWS OF REINF. 1 ~ r Ra t u~ O ~S to ~ ~ I d i~ ~TFP.~C2T.. ~ I~ cD I 2 - N ~ d F - { I `r 4'-0' i l _ ~ i r s MOVE ANCHOR BOLTS AND ~-6 1 /2' PLATE TO OUTSIDE FACE OF WALL TO OMIT BRICK RETURN. ELEVS. B & C ONLY. 1~ 1. SEE PLAN AT RIGHT FOR COMPETE FOI 16'- 2 1 /2" 10'- 7 1 /2" f~ . ~ 4" 5 ' - i i STEP BOT. OF INDICATES PLACEMENT OF VOID ~r . FDN. 4'-0"t. MATERIAL UNDER GRADE BEAM. SEAL VOID WITH POLY. TYPICAL. 4. ~ BASEMENT 16" FTG-TYPICAL 1 Q UNLESS NOTED AIL I it ~ ~ I I o io wl ~ ~ - 1 t ~ t ~ I - ~ ~f I r~ ~ - ~t I e rf~ ~r f ~ i STEP TOP 0 FDN. 8" 1 ~i T ~S STEP TOP F I I ..e s ;n S EET FDN. 8" ~ J PO CH M1.i :.-r-sue t _ ly`~ .f 1 . t 3'-4" 4'-8•• 4•_ 2•_9° 2'-9 1 2• >-2 1~2~ 4'-1,> 3•_8,• 18'-2 1/2 91-11 1 /2" J. vvRHr ~ ir-r L rirt UULUMiV,:~ HNU U IILI I T UNtS WI IN 15 LB. FELT WHERE THEY PASS THRU SLAB. WI IN .5 LAYth'S OF 30 'v " ' ~~~IL-L-L-v miry. v -v vGCr aC TO SOLID BEARING (OR CONCRETE HAUNCH 21'-4" 28'-2" 4. GROUT BEAM POCKETS SOLID AFTER BEAM IS SET. WHERE SHOWN). PROVIDE #4 DOWELS CAD 24 5. PROVIDE REINFORCING AROUND DEEP BASEMENT WINDO ON DETAIL 2. ET. FROM WALLS TO SLAB. SLOPE SLAB AWAY WINDOWS AS SHOWN FROM BUILDING. s -1 P-UNCH AT ELEVATICNS & C 1/411 11-011 1. SEE PLAN AT RIGHT FOR COMPLETE FOUNDATION OF 2 2500/1000 OR 3000.5/1000 2X F~LATE ON TOP OF BEAM. E DOUBLE 2X --1 PLATE. ~ 1 !i f! SEE DETAIL AT RIGHT FOR PLATE 4_p 8 AND BEAM POCKET PLACEMENT 8~ WITH DOUBLE PLATE. FOUNDATION 2-#4 TOP & BOT. WALL. c BOT. CONTINUOUS. ~ w BEAM ll.f AS SMC~WN. i ~4~ w ei...' _ - - DOUBLE PLATE A SEAM POCKET CONST BRACE WALLS BEFORE t L BACKFILLING. J J 7 e' _ ~1 ' S-r J .s s SEPLN .T i ANGLE EXPANSION JOINT. I 4" CONC. SLAB ON UNDISTURBED r~ a SOIL OR COMPACTED FILL. - - SCORE JOINTS IN SLAB AT- MAX. 200 SQ. FT. AREAS. ~ ~ I I I ~ r o w 0 w m Q _ 1 1 r o Z ~ f r. a. _ ~ ~ o z - f~ 1 i a I r L i ~ PROVIDE #4 X 1'-6" DOWELS yr i... -m T C~ 2'-0" O.C. MAX. (MIN. 2 -III -111 4" VOID BEYOND, SEE DOWELS PER PAD) POLY. SEE 1 J ~x . PLAN FOR LOCATION. SEE BEAR ON NATIVE SOILS PLAN r~.~1. PLAN OR STRUCTURAL FILL. F i h SEE SOIL REPORT. 1., ` ar ~ _ E f Z i ~~CTIO~I 1 ~~2~~ ^ ~,_o~~ S~CTIO~I ~r REFER TO SOILS ENGINEER'S RECOMMENDATIONS FOR PERIMETER DRAIN SYSTEM, IF REQUIRED. - _ ~ t`~ Z I ■ I i. ~ f~ .`T 7 1. r b _Y 8" ~ i .mac-=-,~- 2-#4 TOP & BOT. ~ ~ ~ ~ CONTINUOUS. ~ > o ~ EMBED 2X8 OR 2X10 CONTINUOUS BEAM -ocn►~ onr~vc-r .'r 2-#4 FULL I OF FDN. WA BEND 1'-6" C~ ~ m ~ U ~L HEIGHT ~ ~ c,~ - - LEDGER W/2 ROWS OF 20d FORMING -'~=~i FLOO ~ I I 1/2" NAILS ~ 12" O.C. (1 TOP & 1 BOT.) STEEL PIPE COLUMN, SEE PLAN. ~N9 W,ALL, (j~ ~ ~ -FLOOR FRAMING NOT SHOWN. i ~ PROVIDE BASE PLATE 1 /2" X 4" X 6" - 6 OVER ~ w ~ iv SIMPSON U210 HANGER PLYW ~ 3/4" T & G SUBFLOOR ~ i BEAR BASE PLATE DIRECTLY ON BEAM. ~ o TOP OF WIN 0 l= W! N Q O DOW. p~ ~ ..PLYWOOD SUBFLOOR ~ i SIMP50N 0210 HANGER ~ p FLOOR FRAMING ~ ~ W ~ ~ o LAG SCREWS AS ~ ~ W FLUSH WOOD BEAM ~ ~ o o ~ REQUIRED FOR ~ ~ J ~w O ~ ~ STABILITY. z~ ~w ~ ~ Z O~ Q ~ DRILLED HOLE o ~ z 2-#4 UNDE ~ MOULDING. NAIL ~ 2'-0" 2'-p" WINDQW AS ~1NDER ~ `V FLUSH N 2X10 FLOOR JOIST, OW AS 1~. IAN:. SEE PLAN AT BOTTOM ONLY. o MIN. MAN SHOWN. _ ~ GRAD GRADE AT AIR SPACE 1 r~ F--~ . BOTTOM =1 I I- I- =1 I ~ ~ ~ OE REINF. POLY. SEE SECTION 1 4'~ VOID BEYOND, SEE SEE FOR DETAILS. POLY. SEE SEE S PLAN PLAN BEAR PLAN FOR LOCATION. BEAR ON NATIVE SOILS 4" VOID BE'r'OND, SEE OR S OR STRUCTURAL FILL. PLAN FOR LOCATION. SEE SOIL REPORT. SEE S BEAM TO WALL CONNECTION GARAGE OR C TOP ROW OF REINFORCING. ~~:7 •1 _ _ 30 P SF _ MAKE TOP BARS CONTINUOU WITH TOP BARS IN BASEMEN i ____40 PSF 2'-6" MIN. WALL. t -----90 MPH ~ _~_40 PCF STOOP SLAB. FDN. WALL r s of acI DATE : 5 7 0 4 Y 11'""8^ C'~ 1 1 /1~' . z ~ ; ~ ~ ~ ~ ~ x ~ n r- ~ iE n r- rr a o - - BOTTOM ROW ~ REINF. EXTEN BASEMENT W 0 1 't F N HAUNCH rx INDICATES PLACEMENT OF V MATERIAL UNDER GRADE BE SEAL VOID WITH POLYETHYLE i 2-#4 X 2'-10" BOTTOM STEP IN FOUNDATIO o ~6-. (1 EACH FACE) J s _ ~ ~ . TYI~T(~ D I ~n ' 6. A SOILS ENGINEER SHOULD BE CALLED TO INSPECT FOUNDATION EXW N EXCAVATION HAUNCH DtTAiL 1/21, 11-011 AT BOTTOM OM STEP BETWEEN GARAGE ORNftool TO VERIFY FOUNDATION TYPE BEFORE STARTING CONSTRUCTION. ALTERNATE BOLT ON HAUNCH BY OTHERSCRAWL SPA( S -2 PACE & BASEMENT WALL 1/4" WALL REINF :INFORCTNG DETAIL 1/4" = 11-0" DIMENSIONS IN PARENTH ESE NTHESES ARE COMMON STEPS. OF 2