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Home My WebLink About5383 Newcombe StreetA , City of Wheat Ridge K Residential Roofing PERMIT - 201801453 i PERMIT NO: 201801453 ISSUED: 05/18/2018 JOB ADDRESS: 5383 Newcombe ST EXPIRES: 05/18/2019 JOB DESCRIPTION: Reroof remove and install Dimensional Asphalt Shingles with 33 squares Pitch 6/12. Main House Only. 3rd Party Inspector Required. *** CONTACTS *** OWNER (303)945-6050 SHIPPLEY ROBERT T SUB (303)295-2220 Tomas Wofram 110052 Core Contractors, 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: 14,000.00 FEES Total Valuation 0.00 Use Tax 294.00 Permit Fee 267.70 ** TOTAL ** 561.70 *** 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. r City of Wheat Ridge Residential Roofing PERMIT - 201801453 PERMIT NO: 201801453 ISSUED: 05/18/2018 JOB ADDRESS: 5383 Newcombe ST EXPIRES: 05/18/2019 JOB DESCRIPTION: Reroof remove and install Dimensional Asphalt Shingles with 33 squares Pitch 6/12. Main House Only. 3rd Party Inspector Required. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applica le building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this_permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that allwolr//bi to b]eJj�]erfor/(��],�d is disclosed in this document and/or its' accompanying approved plans and specifications. d // /l Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying Flans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalermit tee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any�ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signat[ e" Budding Offlcial Date REQUESTS MUST BE NAME BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reply@ci.wheatridge.co.us Sent: Friday, May 18, 2018 12:24 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) 5383 Newcombe St Robert Shippley 303-945-6050 Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract robert802O4@yahoo.com Yes Shippley Contract.pdf 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 ST. PAUL ST. (Primary address of your business) Contractor Email Address docs@coredoes.com Retype Contractor Email docs@coredoes.com Address DESCRIPTION OF WORK TOTAL SQUARES of 33 the entire scope of wer Project Value (contract 14000 value or cost of ALL materials and labor) Are you re -decking the oNo roof? Is the permit for a flat Pitched roof (2:12 pitch or greater) roof, pitched roof, or 2 both? (check all that apply) What is the specific p' ch -6/12 of the PITCHED roo . How many squares are 03 part of the PITCHED roof? Describe the roo materials for the PITCHED roof: Type of material for PITCHED roof: Provide any additi detail here on the description of work. this for a house or garage? Etc) Dimensional shingles, turtle vents, pipe jacks, ice and water shield, felt Asphalt Main house only. SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal 3 owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Tomas Wolfram Email not displaying correctly? View it in your browser. -&dPws�rq PERMIT:�� I� � 153 ADDRESS: 56 K ks� JOB CODE: 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 401 Gasline 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 Permit Issued Date Owner Information Property Owner Information Property Owner Address Inspector Information Inspection Company Inspector Name Inspector Contact info. 7l0 r Z_ L �- Inspector Statement and Acknowledgement * I hearty 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: Ge ZI Date: _J_— 3 i --1 9— 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 Bui din n ' ection. Propery Owner/Agent: Date: This original document and permit card, as well as the roofing check fist, 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 RECEIVED 'JUN 0 5 2018 Per The City of Wheat Ridge Inspection Check List notes Mid -Roof Roof inspection ❑ N/A ❑ Pass ❑ Fail ❑ N/A Pass ❑ Fail Structural roof components ❑ N/A 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 fisted in the J9N/A ❑ Pass ❑ Fail permit description (Valuation must be adjusted) Verify sheathing nail pattorn (See Policy & Procedures) QN/A ❑ Pass ❑ Fail Crickets and saddles where needed N/A Pass ❑ Fail Verify B vent must have boot same gauge as pipe N/A ass ❑ Fail Verify vent caps N/A Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A -Pass E] Fail Step flashing shall be min. of 4x4 piece per shingle N/A ❑ N/A ❑ Pass 0 Pass ❑ Fail Verify scuppers allow for proper drainage ❑ Fail Ice and water shield Z 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/A ❑ N/A O—Pass X Pass ❑ Fail ❑ Fail Dripedge should extend down min 2° past roof deck Dripedge shall be mechanicaly fastened 12" OC 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 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 4I 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 1055 3:12 N/A N/A ❑ Pass ❑ Pass ❑ Fail ❑ Fail Metal valley flashing shall be the same material 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 file 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 Mid -Roof Notes Company Name: ! '_ , L LG Inspector signature: Date of Inspection: 3 j - ! The City of Wheat Ridge Inspection Check List notes Final Roof Roof Inspection ❑ N/A ❑ Pass ❑ Fail ❑ N/APass ❑ Fail Structural roof components ❑ N/A Pass ❑ Fail Verify that no more than 2 layers of shingles exist ❑,N/A Pass ❑ Fail Flashing for roof and walls !\,I ❑ Pass ❑ Fail if new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) ON/A ❑ Pass ❑ Fail Verify sheathing nail pattern (See Policy & Procedures) [4N/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 Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A Pass ❑ Fail Step flashing shall be min. of 44 piece per shingle V'N/A ❑ Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A Pass ❑ Fail Ice and water shield Z in heated wall spaces ❑ N/A Pass ❑ Fail Underlayments must follow 2012 IRC / 2012 IBC ❑ N/A O"Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A ❑ [ Pass Pass ❑ Fail Dripedge should extend down min 2" past roof deck N/A ❑ Fail Dripedge shall be mechanically fastened 12" OC Q 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 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 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 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 roof shingles shall not be installed on slope less 3:12 N/A ❑ ❑ Pass ❑ Fail Metal valley flashing shall be the same material as roof N/A ❑ Pass F1 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 [ N/A f ❑ Pass ❑ Fail Clay and concrete tile shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment C� Company Name: Inspector signature: Date of Inspection: The City of Wheat Ridge Inspection Check List notes Final Roof Notes /LC f--) L INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection I 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 recehve an inspection a following business day PERMIT:DRESS: JOB CODE: F_ Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground 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 CERTIFICATE OF OCCUPANCY City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 110508 Stipulations: 14' x 28' Pergola. Issued: 06/30/11 This certificate verifies that the building constructed and/ or the use proposed of the building and /or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 5383 NEWCOMBE ST Parcel Number: 39- 161 -09 -005 Owner Contractor: Weston Wilson For the Following Purpose: Residential Miscella Code E 1tions NO change shall be made in the USE of 06 ICC /2008 NEC this building without prior notice 2 2006 ICC /2005NEC and a new Certificate of Occupancy 2003 ICC /2005 NEC from the City of Wheat Ridge. S rinkler stem � h'ef i ding Inspector Zoning Administrator CER FICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 06/30/11 14:01:11 City of Wheat Ridge Page 1 bp70l -SS PERMIT INFORMATION - 110508 mmackey PERMIT INFORMATION: Permit #: 110508 Address: 5383 NEWCOMBE ST Permit Type: Residential Miscella Parcel Cd: 39- 161 -09 -005 Permit Dt: 05/06/2011 OWNER: Weston Wilson Expires: 05/05/2012 Address: City /St /Zip: LAND PARCEL INFORMATION: Zone Cd: DU: 0 SetEacks- Front: 20.0 Funct Use: Unassigned Last Zone Dt: Left: 7.5 Subdivision: SKYLINE ESTATES FLG Annex Dt: Right: 7.5 Coot Type: Brick Lot: Block No: 0 Back: 10.0 Legal: JOB DESCRIPTION: Install new 14' x 28' pergola on rear of house FEES QTY DUE PAID: Permit Fee 5,684.00 140.90 140.90 Plan Review Fee .00 91.59 91.59 Total Valuation 5,684.00 .00 .00 Use Tax 5,684.00 102.31 102.31 334.80 334.80 CONTACTS: Owner Weston Wilson 3034254980 PARCEL INFORMATION: 10 Structure Type 2STY 20 Year Built 2005.00 30 Property Type RESIN PERMIT CONDITIONS: Must comply w/ 2006 IRC & 2005 NEC. Subject to field inspection. APPROVALS: Req Apprv'1 Date Approver Note Zoning 05/05/11 IS Patio cover must be at least 10 feet from rear property line. REQUIRED INSPECTIONS STATUS PERMIT NOTES: 05/06/11 CREATED FROM APPL# 11 -0123 05/05/11 Given to Sarah, 05/05/11 Approved and returned to building division. INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO REQ DT INS DT STATUS 1 LFI:Landscaping Final 06/28/11 no SS 06/30/11 2 EFI:BUilding Final Insp 06/26/11 no SCSI 06/30/11 INSPECTION RECORD [ ttcv/Tvue ®'INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site C Call by 3:00 PM to receive inspection the following business day. 1. A/ o In fl"V1n O i l /1 C/) cy INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB V vl FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Stemwall / (CEG) Concrete Encased Ground Sheathing Reinforcing or Monolithic Lath / Wall tie Weatherproof/ French Drain Mid -Roof Sewer Service Lines Electrical Service Water Service Lines Rough Electric POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS Sheathing Roof Lath / Wall tie Building Final Mid -Roof 5 Electrical Service R.O.W & Drainage - INSPECTIONS FOR PLANNING &ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping 4 S SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. 'NOTE: ALL ITEMS MUST BE COMPFLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTEAUTHORIZAT ION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. Rough Electric Rough Plumbing Gas Piping Rough Mechanical PRIOR TO Insulation Drywall Screw FINALS Electrical Plumbing Mechanical Roof Building Final _ Fire Department R.O.W & Drainage - INSPECTIONS FOR PLANNING &ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping 4 S SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. 'NOTE: ALL ITEMS MUST BE COMPFLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTEAUTHORIZAT ION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office ' (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type P %r A.�+e It 'F'V1cr Job Address Permit Number 1I6) 7 ❑ No one available for inspection: Time AM9 M� Re- Inspection required: Yes�No *When corrections have been made, call fo // rre -ins ecfton at 303 - 234 -5933 Date: r - ; . -/ Inspector: Y��.es�n1 DO NOT REMOVE THIS NOTICE r CITY OF WHEAT RIDGE 1 /f Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office - (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type Job Address Permit Number 1 V ln o n f { No one available for inspection: Time AM /PM . Re- Inspection required: Ye r �No when corrections, have been Zde, ca(t for re- inspection at 303 - 234 - 5933 " ///4'. City of Wheat Ridge 1 Residential Miscella PERMIT - 110508 PERMIT NO: 110508 ISSUED: 05/06/2011 JOB ADDRESS: 5383 NEWCOMBE ST EXPIRES: 05/05/2012 DESCRIPTION: Install new 14' x 28' pergola on rear of house * ** CONTACTS * ** Owner 303/425 -4980 Weston Wilson ** PARCEL INFO ** ZONE CODE: PRD USE: UA SUBDIVISION: 0049 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 5,684.00 FEES Permit Fee 140.90 Plan Review Fee 91.59 Total Valuation .00 Use Tax 102.31 ** TOTAL ** 334.80 Conditions: Must comply w/ 2006 IRC & 2005 NEC. Subject to field inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this Went ar�3 /o�'�iyfs ,accompanying approved plans and specification0.. I Signature of /�OWKER )or CONTRACTOR 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. _ Aj A� Signature of Chief Date INSPECTION REQU98T LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY City of 1Vheatldge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303- 237 -8929 Inspection Line: 303 - 234 -5933 SBpfEYddrs Property Owner (please print): Building Permit Application dai(orobe Sr. tIS6+ -� Mailing Address: (if different than property address) Date: Plan # 411 0 /Z3 Permit # f/Q ��f ?-0-z1 2-- (Ce it Address: City, State, Zip: ftrZtracxo : 0wo I,,wvv Contractors City License M Phone: OUL"pr #ors. Electrical: Plumbing: Mechanical: City License # City License # City License # I]escit�tion -o work T' ( I a C14 l N 1 >< Zi ` PC✓9o% Pa.-/fia vrr ;�/v G /'I,S� P/ �CCP�r✓ !3� tLh Go v.s T "C �77 , / < s % C fa11iT,2S) S quares BTU's Gallons Amps Sq Ft. 25 SE x Contract Value') -,? Review Fee (due at time of submittal): OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE (OWNER)(CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: k. /"\. WV / /S a SIGNATURE: (z V 14 1A,4— DATE: Bldg Valuation: I N I 7f� ell, le ��\ :VIII: A l I Al LU Die. � � �\ .ƒ AAC s APPROVED DATE: COMMENTS: IPwh 0 e OW-f-- y t & aL p 16� ✓v u � S cc N Ak � r 0 Z o z W4 M fri U) m Pllyg . . . . . . . . Tw N Ak � r 0 Z o z W4 M fri U) m APPRL Subject to FiWheat Ridge t. Wheat Ridge Building Department / . Sig heckee 13UIL FFICIA DNrF Validity of permit: The issuance of a permit or approval of plans, specifications ` and computations shall not be a permit for, or an approval of, any violation to any of the provisions of the building code or of any City ordinances. Permits presuming to give authority to violate or cancel the provisions of the building codes or other ordinances of the City shall not be valid. Work shall comply with the gin following codes: 2006 IRC 2006 w IECC, & 2005 NEC. BATE:_ oS o S COMMENTS: L O co T C �U Lo z > w- 00 �.S l 6 - l t a �t �a i';r" \!': a %�ij s g 0 X m .Z1 w a0 to m a. m v 0 \.m o (� N CD s 0 x �i C A n G b C' r3 FA 0 5' n C a . rn P- x o Rocky Mountain Forest Products 11722 West 44th Ave. Wheat Ridge,CO 80033 Tel:(303) 422 -9786 Fax:(303) 422 -8940 Quote For: Name: Wes Wilson ID: 025481- 00026310 Address: 5383 Newcombe St Date: April 29, 2011 City: Arvada Rep: Justin Bassett State: CO Zip: 80002 PO #: Phone: (720) 272 -2575 Fax: 32.00 Ship To: Name: Wes Wilson Date: 5/6/2011 Address: 5383 Newcombe St Time: LATE AFTERNOON City: Arvada Terms: C.O.D State: CO Zip: 80002 PO #: Phone: (720) 272 -2575 Fax: 32.00 Qty JUnit IDescription I Item Pricel Qty Price 56.00 Pcs 6" Timberloks 0.49 1 27.44 32.00 EA *SPECIAL ORDER* 2x4xl4 RS Cedar RW 13.30 425.60 70.00 EA 2x4x8 RS Prem Cedar Keller 6.30 441.00 20.00 Pcs 10" Tim berloks 1.13 22.60 3.00 EA Su erdeck Canyon Brownl 1 Gallon Bucket 29.21 : 87.63 9.00 EA *SPECIAL ORDER* 3x8x12 RS Doug Fir 34.12 1 307.08 9.00 EA *SPECIAL ORDER* 3x8x14 RS Doug Fir 39.80 358.20 2.00 'EA *SPECIAL ORDER* 6x10x28 RS Doug Fir 400.00 1 800.00 4.00 EA *SPECIAL ORDER* 6x6x8 RS Doug Fir ;72.00 288.00- 4.00 EA AB66R With J Bolt 28.23 112.92 16.00 EA LUS28 -2Z 2.34 37.44 1.00 ea # DELIVERY 140.00 140.00 This is an estimate only. It is the final responsibility of the contractor /builder to verify quantities. There are no returns on special order, pre- stained or sale items. %eposits on special order and sale items are non - refundable. For Shipping Inquiries call Darren at 303 - 420 -3931. Subtotal - Tax (4.6 3,047.91 TOTALI $3 ,188.11 Notes /Directions: ACCEPTED BY I appreciate the opportunity to earn your business! Thank You Justin Bassett � 4 �Z . 7 // 0 r � 6 This is an estimate only. Prices and products are subject to change without notice. It is the final responsibility of the contractor /builderto verify this estimate. INSPECTION RECORD OccupancylTVpe `INSPECTION LINE: (303) 234 -5933 [7 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day; r INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS - - - Footings /Caissoris 0 - Stemwalt /.(CEG) Concrete Encased Ground Drywall Screw Reinforcing or Monolithic - - - Weatherproof/ French Drain Electrical _ SewerService Lines Mechanical - - .. Water Service Lines Roof ... ruuK 11V I UNUKI, it UNTIL ABOVE HAS UEEN SIGNED CONCRETE SLAB FLOOR - Electrical (Underground) =° Plumbing (Underground) s= Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED :x ROUGHS_. Sheathing - )Lath /Wall tie - S.Mid-Roof Electrical Service -- Rough Electric Rough Plumbing' . ..Gas Piping' ry Rough Mechanical i Framing Insulation Drywall Screw FINALS Electrical _ Plumbing Mechanical - - .. Roof ... Building Final. _ Fire Department ` R.O.W Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping "NOTE: ALL ITEMS. MUST BE COMPLETED AND APPROVED BY PLANNING. AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ♦ i CITY OF WHEAT RIDGE Vr Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax I 40000r INSPECTION NOTICE Inspection Type: rN,?c fc$r~o~ Job Address: 5`3c°3 /~~GJ~a iR, sSw Permit Number: OfV,20q d F NX No one available for inspection: Time td Q AM/ M Re-Inspection required: Yes When corrections have been made, calf for re-inspection at 303-234-5933 Date: 1-26-ID Inspector: &V DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division f (303) 234-5933 Inspection line r (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: /jo 1200, Job Address: S ~f 3 lV?.~P rSr Permit Number: t%y2Cy ,s i ( ❑ No one available for inspection: Time / ."2G7 AM Re-Inspection required: Yes "When corrections have been made, cal/ for re-inspection at 303-234-5933 `Date: Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge row, Residential Roofing PERMIT - 094204 PERMIT NO: 094204 ISSUED:` 11/23/2009 JOB .ADDRESS:.' 5383 NEWCOMBE -ST EXPIRES: 05/22/2010 DESCRIPTION:. Reroof 39 sqs ***:CONTACTS owner 303/429-4950 Wes Wilson sub 303/424-2900 PATRICK BOHN 07-0201 EXCALIBUR EXTERIORS, LLC **:PARCEL , INFO ZONE CODE: UA '.USE: UA SU13DIVISION:> UA BLOCK/LOT#: 0/. FEE SUMMARY ESTIMATED PROJECT EVALUATION: 15,000.00` FEES Permit Fee 326.70 Total Valuation .00 Use 'Tax 270.00 **.TOTAL 596.70 r__. Conditions: 6 nail installation & mid roof inspection required. Board sheathing spaced more than a 1/2 of an inch apart 'requires plywood overlay on entire roof. Ice and Natershield required from eave edge to 2' inside exterior walls. ***Contractor/Property owner shall provideladder(s) secured in place fors' lnpsections. Subject to field inspection. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of dWheat Ridge. or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that T have read and agree to abide by all conditions printed on this application and that I assume full. responsibility for compliance with the Wheat Ridge Building Code.;(I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans: subject tofield inspection. Signature of contractor/owner -:date This permit was issued in accordance with the, provisions set forth in your application and is subject to the flaws of the State of Colorado and to the ZoningRegulations and Building Codes of Wheat'.: Ridge, Colorado or any other applicable ordinances of the city. This permit shall expire 180 days from the issue date. Requests for an extension must be. received prior to expiration date. An extension maybe granted at the discretion of the Building Officials If this permit expires, a new permit may be acquired fora fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or 'abandonment` has not exceeded one (1) year. If changes have been or if suspension or abandonment : exceeds one (1) year, 'full fees shall be paid for anew permit:'. No work of any manner shall be donee: that will change the natural flow of water causing a'drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card !before proceeding with successive phases of the job The issuance of a permit or the approval of rawmgs and 'i specifications shall not be construed to be a permit for, nor IG-OFFICE: . (303)235-2855 INSPECTION THE FOLLOWING' BUSINESS DAY. `PIHEAT of City of Wheat Ridge Building Division Date: 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Plan cO<oRro° Inspection Line: 303-234-5933y~hli Permit d-u`l Building Permit Application Property Address; `~~~C~rnt Property Owner (please print): Phone: 3'q7-% q%,-67 Mailing Address: (if different than property address) Address: t~ >m~~ ,PQ c_ City, State, Zip: ~f Contractor: A--jC10r,4,L_{p1(tJ2_ S _ 1,b7 nh / 7 C-~T~ dv/t ~Jt9aR~1sA Contractor License Phone: 3 - LZ(~- 0100 Sub Contractors; Electrical City License Company: Plumbing City License Company Mechanical City License Company: Exp. Date: Approval: Exp. Date: Exp. Date: Use of space (description): Construction Value: $ i yey Description of work. (as calculated per the Building valuation Data sheet) Plan Review (due at time of submittal): $ Sq. Ft./L.Ft added: Squares 39 BTU's Gallons Amps OWNER I /CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT hereby t certify tha the setback distances proposed. by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that 1-have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. _ CIRLCE ONEER) (CONTRACTOR) or PERSONAL REP E (OWNER (CONTRATOR) PRINT NAMEi /7~ri6~y✓ SIGNATURE:. Date:',/ / e ~ a € m m a y a 0 ~ d ~ 0 o N aa ~ C N O - ~ m m N d O ~ -L y O N Ea v m c c N rn$ 9 U ~ a r-~ a c U W m U s o ° 1 O „ Q c 5 d 9 u . d ~ ~ ~ ' ~ a a w I I O ( ° N ~ 3°' nt' 3 mrn ' m ~ ti O°~ 5 m a0 2 E H g w ~ O~ ~ p W i U = ~ d r- . 0 o m y, ~ q ~ d C O $ ~ mno ~ ~a-- ~ ~ m ~ n Z 8 O ~ y m C 1L- c a H ~ W a ~ a Z 0 a ~ cn W O Q ~ W J W (0 0 a ~ ~ a (D Z 0 J J 0 LL W 2 H ~ 0 w O N ~ c C U m c °c ~ O ~ C y oB a O L ~ O ~r c U o m w E o~ J 6 5 ~ c o 0 E ~ t N m c L O Z ` 8 ~ . ~ a 5 m ~ U ~ E ~ N Date: A Certiflcate of Occupancy or Completion has been requested for. ADDR[88: 5~.5 ~ ~/~,LCiC°llYGtiGSP , SZ-' PURDOS[ Or BTRUCTURt• ~ ~ ~ fid^~1rld f~G✓d~~~~ ~ Building Department Approval: Remarks: 2oning ApprovaL• J C(', `6 Remarks: Public Works RemarN Fire Marshall Approval: (If Applicable) Remarks: Sanitation District A (If Applicabls) Remarks: Water District Apprc (It Applicable) Remarks: , . . K. ~ . . . INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTEQ ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE -~6q303) 234-5933 INSPECTION RECORD JOBADDRESS BUILDING PERMIT N0. DATE ISSUED OWNER f> i'~ ~ ~t. 117 CONTRACTOR , 4 "7 TYPE OCCUPANCY SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footings , Caissons ein in orMonolithic (711 fj- 16._~ Weatherproofing 4- _ t, Z . v'Cca; / POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) - ~ ` k k798tf~ 1 ~r ) ~1 ~ ~-'n L-CFj=1' S0-LAvicL DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ? 1 ~I ~n ti YuM-v Rough Electrical -Vcr-0(. Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation Framing Insulation Drywall Nailing 7 - Zb-O Roofing y- i i- o d Refrigeration Electrical Underground Final Electrical Plumbing Heating & Ventilation 1~ - ~o•• c~ ~ Frame r,b R.O.W. & Drainage Fire Department Parking & Landscaping 21 p OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER J4 RESIDENTIAL SITE CERTIFICATION DATE: cl - 2- o ADDRESS: 5393 A1EYl LJM6E Sr2Ev-T LOT: 14 BLOCK: 3 SUBDIVISION:SX~IIanIE '~~A7rss F'( I-A N&-c r~o 3 ef The relative elevations at the referenced address were measured at the lot sides and corners, top of foundation and other locations as needed. The sides, elevations and drainage patterns as measured aze 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 grading and erosion control plan reflects the existing grading at this site is functionally adequate for this lot and the overall subdivision. seal 1r) Sincerely, IMPRuVEMENT SURVE Y PLAT AIVD Carroll ~ Lange= DRAINAGE CERTIFICATE SCALE 1= 20' 3 161 JOB N0: ~ PmlesslonalEngineers R Land Surveyors 165 Sou1M1 llnion blvtl., Saite 156 Lakewooa, comrzao ¢0228 E G E N D RAWN BY: PEB (aos)sea -ozoo •=FOUND #5 REBAR DATE DRAWN:O8-11-04 WITH PLASTIC CAP . O=FOUND NAIL & DISK REVISED ISP: Z'/7-O¢ R=PROPERTY LINE BOW=BACK OF WALK RENSED ISP: I[=FLOW LINE REGRADE: ❑ =PEDESTAL y _ ~ Q v ~ =SERVICE . ~ 0 0> w 30,~ AS-BUILT TGB= 51.9 i- 3 P a 9 p 108.021 N0073'11 " W ~ , ~ I ~a' ❑c i LOT 4 z,S*~ °i 10 _-.-J° BLOCK 3 10' u.E. I ~ N ~ I ~ x *~h ~~'Q K I I HEREBY CERTfY iHAT THE ELEVAl10NS A AND NAGE PATiERN SHONN ON W W LOT NIXiA1 M SKFIINE ESTAlES .O BIO ] CK OF F~\270EREON WERE DEVELOPED FROM A SIIftYEY TI OF 1HE /90K DESCRIBfD PROPERtt. PERFqiMED ON 1HE OAiE SMOYM. NND PA O ACCIlRA1ElY M10iRULY DEPICT ME x~j~ ELEVq110NS AS MEY E%IS/EO ON THE 28.0 ~ S U ElEVR110N5A5 DEPIClEO MEREONMAY i , O, N Z CHANGE SUBSEWENT TO iHE DATE , Q MEREOF DIIE TO THE SI1B510ENCE I N U p X / Q ~ OR OPHEAWL OF THE SOIL, Md110N OR IX2 REYOVPL OF SOIL BY AC15 OF MAN, OSION BY THE M1N0 OR WAIER OR OiHER ~ Ao~' N 2 STORY ~ IO.O x+y~ ERFACTORS. THEREFINtE. IS SUpVEYnor~MAY o STONE AND FRAME NOT ACCIIflAIELY cr nHe e~vns •1~ / AND DRAINACE OF THE ABOYE I O~ N 5383 PROPER OF SURVEY ~ I ~O / AlE 8.3' NEWCOMBE STREET ~W6 ~ ~ CI IERED ND SUftbEYOR. N0. ~ I 1.0, RE ,(7-OH I~ qr I N F~C/3° onr[ suavcv P~ p M[ ELEVAlIONS NND ORAINAGE PATTERII d' ^ nBOYE SHONN ARE THE flECI51ERE0 LANO O~ 0. SURYEYOR'S CERIIFlED FlNDINCS Oli THE FlNSHm CRWND CRADES PROUNO YWF 48~~ N 83' RESIDENCE ON THE DATE SHONN I I COVD. I~ . PW, iHE HqAEOWNER, MUST MAINTAIN N iHESE ELEVAPONS PND GRAOES TO A 'PORCH PfiOPERLY DflAIN THE WAIER AWAY FROM YOUR HWSE. RIE BUILOER OF YWR HOME LL Y R HOME ~ CA SED C AS AL I~ ~ ~~9 . _ . ryV 9 OAMACE TO 1 I x~ r\~ cO flESULt W CHANGES MME IN THE i FlNISMED GRAOES. THEREFORE,Ii IS YOUR 9 M RESPONABILIiY TO MAINTNIN THE GRPDES I !S~ AS SEi BY iHE BUItDER ANp RS CERlIflEO HEREIN BY THE SUPVEYOR. IN ADOtTON, iNE H.O.W. PROiEC11QVS IXV YOUF RESIOENCE PRONDED BY YOUR BI11lDEA N1LL NOT C0WR SIRUCNRPL DAMACE CAUSED AS A RESULT pF Il~ CHANCES MIDE IN ME FlNISMED 'S DRAINACE CRADES. 1HEREGORE, IT IS VOUR RESPON981LIN TO MNNTAIN THE .0: CRAOES AS YT BY iHE BUILDER M10 A5 ON I.1O' U.E. CERtIFlED BY THE WRYEYOR V ` L_51.521 a. R_49.00 eow BuILDER W '01 ~ t~ ~u 4=65'36 ~ o S14•68 , R=15'0~ ' ~-56 p3138, NEWCOMBE STREET BEARINGS ARE BASED ON THE W ST LINE OF LOT 4, BLOCK 3,OF THE RECORDED PLAT SKYLME ESTATES FILING NO 3 BEARING N00'13'11"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 7TH_ DAY OF AU ST , 2004 , OF THE PROPERTY DESCRIBED As: LOT 4, BLOCK 3, SKYLINE ESTATES FILING N0. 3, FLOOD INFORMATION: CITY OF WHEAT RIDGE, THis PROPERrv uES wirHiN zoNE c, oESicNnreo ns AREAS OF MINIMAL FLOODING, ACCORDING TO FEDERAL COUNTY OF JEFFERSON, EMERGENCY MANAGEMENT AGENCY FL00E) INSURANCE RATE MAP, COMMUNITY PANEL N0. 085079-0005 C, STATE OF COLORADO REVISED FEB 4,1998. (SKYLWE ESTATES FLG. NO 3.) AND THAT THE LOCATION AND DIMENSIONS OF ALL BUILDING IMPROVEMENT$;rEASEME- - R. RIGHTS-OF-WAY IN EV!DENrE OR KNOWN TO MF AND ENCROACHMENTS BY OR ON THE PREMIStS,".A R ,EL,Y SHOWN. B Y: ' c- DATE RECERTIF ~D 6Y': D'A~'E: THIS SURVEY DOES NOT ADDRESS EASEMENTS OTHER THAN THOSE SHOWN ON THE RECORDED PLAT NOIED EREON. NO TIILE C(3MM1'IMFJJT tlVAS PROVIDED TO THE SURVEYOR. NOTICE: ACCORpING TO WLORADO lqW TOU MUST CONNENCE pNT LEGAL ACTiON BASED OPON ANY DEFECi IN iH15 SURVEY M11yN iHREE YWS AFTER YOII FIRST DISWVERED $UCN OEGECT.IN NO EVENT MAT ANT ACTION BASED UPON ANY DEFECTIN THIS SORVEY BE CONMENCEO MORE THAN TEN YEARS FRON THE DATE OF THE CERTIFICATION SHOWN HEREON. ~ C i ' Z N'; • > a t aWmo s ~y. (s ~j W o Q Q' - $ ~ 1 7 ~ ~ Sn ~ ~F : ` . Z . , „ r ~ ~ , ~ 3 a < <r f , - .d~ rl~ - QQQ ~ , 1 s . L . ....._._.~s C-.. . ' ` + ~I y ~ ~ . . r ' `a „ .t : -.J . .......,.a,..»... n COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 17760 BUILDING INSPECTION LINE - (303-234-5935) CITY OF WHEAT RIDGE Date : 9/27/2004 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: DIANA WILSON Property Address : 5383 NEWCOMBE ST Phone : 425-4950 Contractor License No. : Company : Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of 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 applicabl W FEeat Ridge o' ances/, f work under th~is pt (OWNER)(CONTRACTOR)SIGNED wATE~ 1 ( ` Construction Value : $1,300.00 Permit Fee : $62.31 Plan Review Fee : $0.00 Use Tax : $26.00 Total: $88.31 Use: Description : 6' HIGH, CEDAR FENCE im~ BUILDING DEPARTMENT USE ONLY Zoning Comments: SIC : Sq. Ft. : Approval : TRC OK Zoning : pRD Piease Note: Owner /contractor is rtsponsihle for I;,csting *ropert3 JBUilding J:~Gttlment5:' lines and consWCting imrrn -mer ac d:n~ to : OK aPProved plan and rec, ir i Approval: CR , The City is not responsib'c Fublie Works Comm'9nts.! ,:.;rors resuli:ng ~rnri .ne ~:r~-.. •.>r:~ :.~~.n Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Plumbing License No : Company: Mechanical License No : Company: Expiration Date : Approval: Expiration Date : Approval: Expiration Date : Approval : (1) This permit was issued in accorUance wilh the provisions set (otlh in yopur applicalion and is subject lo the laws of the State of Colorado and to lhe 2oning Regulations and Building Code o( Wheat Ridge, Coloredo or any other applicable ordinances of the City. (2) This permit shall expire i( (A) Ihe work authorized is not commenced within sixty (60) days (mm issue dale or (B) the builtling authorized is suspended or abandoned for a period of 720 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specificalions and any suspension or abandonment has not exceeded one (7) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paitl for a new permit. (4) No work of any manner shall be done ihat will change the natural Flow of water causing a dreinage problem. (5) Contractor shall notify the Building Inspedor twenty-four (24) hours in advance for all inspections and shall receive writlen approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or ih9.appLOyal of tlrawings and specifcalions shall not be construed lo be a permit for, nor an approval of, any violalion o( lhe provisioy wldi des or any ohie~prdinance, law, rule or regulation. / C~hief B Iding Inspector Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVEIOPMENT DEPARTMENT Builtling Permit Number: o~ ~E,~ y BUILDING INSPECTION LINE - 303-234-5933 Date: ~ ClTY OF WHEAT RIOGE ~ 7500 WEST 28TH AVENUE WHEAT RIDGE, CO 80033 - 43U3-23S2855) APPLICATION Properry Owaer. ~~,P~ ~~J. Phone: ,3 , Propcny Address: 3~' 3 ,uJ~-Qfi(,(,6•2° ~ Contraaor Licensc No.: ~pZ~ZiQJZ 3d3 ~ d 5, 57 Company: Phone. OyyNEpKpN7RAC7pR &CaN11TURE OF UNOERSTANOING AND AGREEMENT Conswction V alue:$ 1300 " I hereDy cMiH that tt+e setbadc a'sUncss proposed by Ihis permit aDDlKation are aaurate. anE Oo not vwta4 applicabk adinances, ruks w repulatbns of tne Ciry of Pennit Fee:S wneairtwpe«oovenanu.eawneots«.esmctionsmrocane:matanmeaswammts Plan Review Fee:S snown, arW aMsOsoo^f ma0e are xarate: 7iat i have resd and aGree u abi0e Dy au conCiUOna printed on tliis ayplicaGOn and Nal 1 aswme fu11 responsiDiliry tor l)c TaYS, oompfiance wVh the Wneat Ridqe Bui+Oinp Cotle (U.B.C) and all other apphwDk Total:$ Wheai RiEpe Ordinanoes, f work unOer Mis pe i < IdNN01MCONTRACTORI3031~ (pW NEQXCOMTiUCTOR):PRIN7E0 Description: (c F+ Uf I CNcta•' SQ. Ft. sdMd Expiration Oate: Expiration Oate: Expiratbn Oate: p,pprrn,~. qpprpval- ADPrrn'al: (1) This OMmil was ittuW in scmOr+oe wO tlx Dowm^s sM fath n your aDDkaW^ arW n subjscllo the laws o11Ae SMe of CdorsAO anA to ths Zaii^0 RepYaOOns an0 8uki^G CoOss of Wheat RidW. Cdorodo a anY otl+ar aOPbca0ls aW+artices of tM Cily. (Z) 7his pNnit shay eap"ve if (A) IAS wotk wthorize0 k riM mmmm+oetl witlwn siriY (60) OaYa h'a^ issue dale a(8) tlx bubb'mp ilbwrWd 4 w+ponftO p ibtildOiMd IOr 1 P«bA d 120 Oeys• (3) tl ttftW^d1 egYSa. a nw. W"^"a+oP*b 1or a/w d on►1yM 1M rnwwM nomYY re0u+W. V~v%Md^o dw^C~ Mm bw+a vri W nrM in M aprW Wws an0 fpodlptlorr and wY wjsDwww^ «abwvdp1Y^wttw noaaossdeE ona (1) Yow- tl d'a^7« hs++ES~n o H suaDllinsliG+a aDamdoirne'a eamsOS one (1) Yew, ko bas ahY De Wid Ior a new PaffnYt. (s) No wak d anr mrrw wO ee eu» wt ail Wqe me twaral Oow d wNSr uus.w a dra'^w" vrobW^. (5) Casltcbr fhM noWY MA - ID Wsp*cW bi~ (24) Mus M a0vaM br Y inapscborn an0 aha! retwve wrilbn ao0uyr a^ +apeclicitcordWlar Poooodip wiei au=ossivs pNaes d tM job. (6) Ths 'swana of s DMmN a tM aGOrovy d drawxqs sn0 sVeoftab°m shad not De constnwd b be s Pwrm fa, nor an apprpvy of. anY vioUtion of ihe povisio^s of tne buildi^9 wEea a a^Y odw adinanx. taw. rule a re9ulaUOn. Electrical lioense No: Plumbing Licwse No: Mechariical License No: Cqnpany. Co^Pa^Y Company. ~ pvt~:2A,LCP bv se- wr, tu ~ ~ ~ S Sample Site Plan ~ . PropertyLine - J ~ Feet , i I v Garage or • Carportar ~ Shcd 3 L - 1 I ~ J ~ ~ I ~ r , o I m I HOUSE ~ ~ T 0 ~ ~e Setback 5ide Setback I Y u • ~ I ~ N C O ' LL . - i NORTH Scale: 7"=_ ~ ~ Liet square footage af ~ I 6LI. EXISTING and . PROP05ED strucWres I locaud on the property. ~ ~ ~ ~ ~ ~ 51DEWALK STREET WHE4T,p0 , ci m cOtORP~O Sight Triangle applies where an Alley Intersects a Sireet "Fencc height is limited to 36" when the sireei is an arierial or wllecior 'Fence height is limited to 42" when the street is local Fences include: Hedges, Walls, Woven Wire, Chainlink, Wood & Ornnmental Iron Fences behind ihe min. front yard utback line mn be up to 6' in height / Minimum 6. Front Ynrd Setbock Line ~ v Q V or ~ e 4~Q4 _ 15' 55' Zt ~o\\e~~°r ~r r- Fences within the Sight Triangk *Fence height is limited to 36" where at kast 1 of the streets is an arterial or colkctor *Fence height is limited to 42" where both inivrsecting streets are bcnl Decorntire open-type fences which are at least 80% open such as wrought iron riqy be permitted up to 6' in height within the min. required froM yard sttback (ra woven wire or cFain link) City of Wheat Ridge Fence Height Stnndards Fences in front of the min. front yard setback line can be up to 48" in height property line Sighi Triangle for Driveways *Fence height is limited to 36" for nll uses when the street is an wterial or coilector *Fence height is limited to 42" when the street is Iocal (except SF or duplex) *Single fmnily residences and duplexes are exempt from driveway requiremnets if located on a local sireet IMPROVEMENT SURVEY PLAT AND SCALE: 1" = 20' OF ` Carr011 & Lange= DRAINAGE CERTIFICATE JoB No: 3161 'A I L`d s..Navo,. ies souin untan aroa., suua 156 LE G E N ~ PEB DRAWN BY: I.bkCwp00, COIOlatlo 80226 [103) Cno-ozoa •=FOUND #5 REBAR DATE DRAWN:OH-11 -O4 WITH PLASTIC CAP O=FOUND NAIL & DISK REVISED ISP: B'L- R=PROPERTY LINE REVISED ISP: BOW=BACK OF WALK . IL=FLOW LINE REGRADE: > oc~w i~oa~ o~~w P~S~, 1 a 9p0 H^' ~ 1 ~ . N cp' ~ ~ x N , mm w w ~ 1 0' T ~ ~1' N ~ I O 8.3' ~ I 1.0' 02' N00'13"11" O =PEDESTAL ~ =SERVICE . AS-BUILT TGB= 51.9 LOT 4 BLOCK 3 10' u.E. - ~ \I/ 0 10 ~0 - - - 7 ~ A MI HEREBY CERTFY iHAT THE FAEVATONS o onan~ce P~TiERN snovM a+ 20.0 r\0 PATIO m G~x N ~ 2 STORY STONE AND FRAME 5383 NEWCOMBE STREET ll ~ ~ ` I ({Jb 48.0' COVD. `PORCH < < I ~ ~ ~\9 I / I I / I ~ V I 0, U E. 5 ;l, O r1 a /o/ p-65'36'Ot o' ~'14.b' 15 , ~ 56'03'38, NEWCOMBE STREET GF•sl_ O ~ N < Bi~ ~ ar wr EST~ ~ LOT n X•y \ J ~ /UJ A\ / j u un MEREUII NERE OEVLLaPED iROM A SURYEY ~RFORMEO ~ UN THE ~ DA~IE W ~ THE SH01M1, HD ACCURATELY N MULI P EIEVAPONS AS iHEYEp57ED ONT THEE DATE OF SMD SURVEY. THE RELAlIOf SEWE NTIC Y HTM ~ ~ ~ B OEN E THE D E EREO F dt UPHEAVAL OF THE SOIL, AOqTON IXt ~ ~ qi REYOVIL Of SqL BY ACTS OF MAN, ER090N BY iHE'MND dt WAIER OR OIHER FACTOflS. TVER60RE, iH15 SURKY MAY EIEVAT10N5 NOT ACWRNIELY OEP E ME RND ORAINAG£ P OF IBOYE PROPERIY M1F E 0 OF SURVEY RE REO L SURI£TOR, N0, ~ ta !4-oy onre suaWr THE ELEVAl10N5 PND DRAINACE PATIERN O.O' r~v 4~f ' 8 PBOYE SHOMN ME THE REGSiERFD LANO SURKYOR'S CERTIflED FlNOINGS OR THE FlNISHED CRWND qtA0E5 MWND YWfl RESIDRICE ON THE OR1E SHOMN 3 rou, THE HWEDNNER, HUST MNNTNN 1HESE EIEVAl10N5 ANO GRADES TO PROPERLY Dfl/JN THE WNIER AWAY FROM YWR NWSE. THE BUILAER OF YWR ry~ HOAIE MLL NOT COVEP SIRUCNRAL T eOw DAMACE TO YOUR NOME CAUSED AS A RESULT OF q1ANGE5 MAOE IN THE FlNISHFD CRADES. 1HEflEFOflE, ti IS TWR HESPIXISBIIJTY N MAINTAIN THE GRMES AS SEi BY THE BURDER ANO A5 CER➢FIED HQtEIN BY THE SURVEYOR. IN AOM110N, THE M.O.W. PROiECT10N5 ON YWR RE9DENCE PftONOED BY YWR BIIRDER M1LL NOT COKR SIRUCNRAI OAMAGE CAUSED PS P RESOLT OF CHANGES MADE IN THE FlNISHEO DRNNAGE GftADES. iNEREFORE. IT IS YOUR RESPONS&LITY TO MNNTMN THE CRADES AS SET BY iHE BUILDER MID AS CERTIFlED BY THE AIRYEYqt BY BEARINGS ARE BASED ON THE WEST LINE OF LOT 4, BLOCK 3 ,OF THE RECORDED PLAT SKYLINE ESTATES FILING N0. 3 BEARING N00'13'11"W . WITH MONUMENTS AS SHOWN HEREON. THIS CERTIFIES THAT THE ABOVE I S A TRUE AND CORRECT PL AT OF A SURVEY MADE UNDER MY SUPERVISION THIS L DAY OF AUGUST ,2004 , OF THE PROPERTY DESCRIBED AS: LOT 4, BLOCK 3, FLOOD INFORMATION: SKYLINE ESTATES FILING NO. 3 CITY OF WHEAT RIDGE, , THIS PROPERTY LIES WITHW ZONE C, DESIGNATED AS AREAS OF MINIMAL FLOODING, ACCORDING TO FEDERAL COUNTY OF JEFFERSON ' EMERGENCY MANAGEMENT AGENCY FLOOD WSURANCE STATE OF COLORA R~G~ 0 REVisEOAPF~~rO~MI~S~SS!Il,.~KYLINE ESBATES FLG. NO 3.) AND THAT THE LOCATION AI~T~ S•{~T BUILDING I EY!DENCE OR KNOWN TO M~~ RA~fPftBY OR ON MPROVEMENTS FA°1fxGHTS-0F-WAY IN THE PREMIS~~2'~ rTEsT niAr ro THE eesT oFt~ ~ ~SHOWN. i A iI 1 % TK As-euwr at~na+c ca+an m vnni m:0 , ThIE GRAtNNC AND an c a ~ = 35942 z = BY: k ~ o~~: : a.; ~a7 : -r DATE: Ot .~~,,rYY; 04:~ ~ THIS SURVEY DOES NOT ADDRESS EASEMENTS 6XY},ER,'LfHAla~9F10~(,51i~WN ON THE RECORDED PLAT NO1ED HEREON.'KO,,~}~NyEOL~M~I 5 PROVIDED TO THE SURVEYOR. NOTICE: ACCOROING i0 COLORA~O lAW YOU MUS IIC~dMAIENCE ANY LECAI ACTION BASEp UPqV ANY DEFfLi IN iMIS SJPYEY 'MiMIA ARS FF1ER YW RRSi DISCOVFFED SOCH DE%ECT.IN NO EVENT MAT ANY ACTION 6ASED UPON ANY DEPECTIN TH6 SURVEY BE COAIMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFIG➢ON SHOWN HEREON. COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number Date 17600 8/24/2004 Property Owner: MELODY HOMES Property Address: 5383 NEWCOMBE ST Contractor License No. : 21948 Company : Greater Western Fence Phone : 466-1831 Phone : 469-8261 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby cerlify lhat the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable W eaJ. Ridgep rdinances, forwork under this ermi . (,?1 + 4 (OWNER)(CONTRACTOR)SIGNED L ~c , I\ L)~_pATE ~ ~ Description : INSTALL 1X4X6' CEDAR TO BOTH W INGS Construction Value : $350.00 Permit Fee : $30.55 Plan Review Fee : $0.00 Use Tax : $4.20 Total: $34.75 Use: im BUILDING DEPARTMENT USE ONLY Approval : TRC Zoning : pRD Buliding CommentS:s.; Approval : Putilic WorkS,Corrlmiffirfs: Approval: Occupancy: Walls SIC : Sq. Ft. : OK Owner/conhactorF,e po ~Sleforlocztinm lines and coastructin aF g in;provcmer.ts acco•d;r~rto ~l~~ rroved plan and reyuired development standards. The City is not responsib;e for 'tr.accurate informa,kon gUhniuted within the plan set and any ccnstmction errors resulting from inaceuratc inforrna;ion, Roof Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval: Stories : Residential Units : Mechanical License No : Company: Expiration Date : Approval: (1) This pertnit was issued in accordance with the provisions set forih in yopur application and is subjad to ihe laws of the State of Colorado and to the Zoning Regulations and Building Code of W heat Ridge, Colorado or any other applicabla ordinances of the City. (2) This pertnit shall expire if (A) the work aulhorized is not commenced within sixty (60) days irom issue date or (B) the building authorized is suspended or abandoned for a penod of 120 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 orwiil be made in the original plans and specifications and any suspension or abandonment has not ezceeded one (1) year. If changes are made or it suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work ot any manner shall be I change the natural Flow of water causing a drainage problem. (5) Contractor shall ' the ing Inspectqciwenty-four (24) hours in advance for all inspections and shall receive wntten approval on inspection card before pmceedii cc e as e job. (6) The i a f it e I of drawings and specifcations shall not be consirued to be a permit for, nor an approval of, any violation of the pr din any other ordinance, law, rule or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. Aug 12 04 10:42a Reding 303-650-8234 p•7 TI( Prop~tyowar. tlu ~•tieS r,~"y^aa'm: com~~L~rro.: :(~c~rr [:SI'e ~.IYNCft~ ~ > BUILdNGN3PBCT10NLWE-70i4343833 CRY OF WNEAT IODsE 7500 WEST 2lTH AYENUE wx~►Taor~,~~-~~1 ~ APPLICA Dals: phow:I23~ rnow: 303 - LW 'i - P L j uWUMVCOMnrtW4cwnawuTUMoruwoaFMo+uwoAMMaRr ConstneGionValue:S ~ h«abr wNr rwtu.. w+e.dc adano~o popesa M IB's w~mt PerflLLt Fce:$ aK111a19. a1lddDno1v10p1Y ~PP~~~• m1~E W I~R wr.e raar or ow"nerd". a.aunmbs ans «"ob: nr ,n Plan Review Fee_$ aloYlk ana .ftwftm n.a. o am..a: rM I b.o. A.a .na qp~ea La atiAo bY tl oon~b~s R~~ an tli appYvdw~ WA 11u11 ssure fW i iaa Ts.r•S „;i""Wtor conv.no. win nw ww.t wapa.i*q c~NB~i~u Total:$ on~...ppiper vMwH RitlW Qidkrnas• b..+eit uia.. fis vrmi o+ ~ I a pesaiption: ~alS~CG~.~~ ~a~~•r~~~ C2.Akr C:~ hJTh , SQ. Ft added 0_ BDIIDINGDI ZCNNG zAlYllg. {JQpING COMMH7TS /p{r01f8l• tfcr CAYMB175 Wars: Roof: Stories; Residertial Unils Eledrid License No: PMunbft Lamnse No: Mechanicai Lmnse No: CompanY: Company. COmpany- Expirabai Date: ~ Dabe: ExPira~on Date: Val AouroVa (1) rnM v«mRr..korainaooaarwww0he.wwAsiam a.traM inywr.ppc+om anabaubJetauwrws ~~o~r Cdaado and to La 2aiiD R~O~° Codn d VMiwt IB~. Calwad° aranY atlier ai the nft ~yp0axpyaipaurwohcaurmm.dsnecmn+mrno.awWans6V P%daysrmmiesusa.rwl9lnr.buia'ov (2) Nurp{mp iq s. py~pad pr abwdorod br a YedoC oT120 dys_ (3) rmsvwna eoa:K.•nawvernift urra•wu:•eror.rs.alan.ar9uwamw.tmw.ahmm+b.wodded noa.re.s hmYe e..n or.i bs n.a. W nnaiplnY P~~daP~~srd..r~nu~d"noi.aoesd.a ona (I)rrLffA 6.anave6w~arrawpawnnwab.eaa.~mcae.ason.(t)row.rrf.na0rwwmrora'.wpemic (a) rawA a.wno+m ra u.aansa.l wd.ro•n•vA&•W no..awsarcmisio.s.b.o.ambbm caeacbr ritl ro1iY to owwkq M°p"w bwn44°w (24) ~ ~~0. r~~ aM ~mY,amNs w ~11sn apqowl m iepad~n w~d ~ Pr°~'n y~ ~ y~ ~d ~u 6a a psmi3 Por. ror an (6) Tha IWwnoa dapami a tlr oPI~I ef trr~C uW~R ~ app,u,,W d, anr WoYdon ma» woNdaa of u. aidng wdm or anr ouw mdmoce. rNr. Ne or r.9uYMOn- ('.hief 9Uidng Olfiaal Ru.g 12 04 10:43a Reding 303-650-8234 p.8 WG. 4.2004 2:03PM N0.075 P.5 P LO T P LA N FOR @) MELODY HOMES ~Nc. LOT 4. BLOCK ~3 SKYLINE ESTAIES, FILING 3 CITY OF WFfEAT RIDGE. COl1NTY OF JEFFERSad . STATE OF COLORADO. ADDRE55 5383 NEWCOMBE STREET u 70' U.E. r___-_4 - ` ~ n 2.7'1e I I - - - - - - - - SEI'BACK/ LOT4 D 9,474 sf/~~m 1 L_ _ ? I J~~ ' t .s ~io.e L i /ki `CtiI 1 t.o• Y~boS~.`~ nl a. ~ i~~~ 7~~ ry eASowtrndrr I I ..W~ I j N I fL..__ lu1 I I N ~ ~ r (QI / J V 10' U.E. ♦ UR GARAC2 LEFT <5~9 ~ ~ r ~ C~ J o < a• ~ ~ ST ~IcIZeve6el7 *1 ~ 05'~75'-O4 tlI1MN[ l~Ilf ~Ab1tK I~CL~Iw ~wf1A~KTiii ~ P4NY.~oo~ vcls ran MN a a~,o~ans ow .~ox~ asrn ar mc mucrvic ac m ne a rnorae ~r~ rmms mwwyrNx qSwM~r el~~y.pu ia«w1110 wu a T~6 M1oT~Rw~~AIS~PO~Dns~aaE lx~a~~~ ? rW~ ~ IRQ 10~C I~~Imlm f1~I1~lY~Tli1 M1M4. Ee~ ~aQ INFO CTAKF' MODEI SOD9 RH 4 CAR ELEv. A !A S.i. - LOT 0.474 ( P. USE MO - 2lB8: CDKRACE- 27.7 BLDG. HEIGf1T- 28.2 qVG. BLDG. MpGMT- 21IL2 AYC. F.G- Si_tl IN ~eliw kt3 wA7ER SERhCE ~~OPFR1Y N p~ ~ . ~ a m SN117ARY SEWFR SERMCE BOW-BAIX OF WAUC UGMT POLE ~ ~cL0ico~q~ne~~g~y~ •~i07t lAt CGKAAt~ rGn ny~RIE6 G ►LOM~ LINE F1RE HYORANT ~MELODY HOMES '"""j ~ MINIMUM SETBACKS: ' ~ALE; 1•=20' we , 1-800-922-79 7 20.0 FltON T: ' ' DATE:04-i~34 +rasr salxmwaary. m534-6700 ~DE: REAR: 70 7.S REV: 05-24-04 ~~,gm pp, 8002p ~-Igyf P06102 ~•~'^j` STREET SIOE: ZO-W MINM IMU BY; BMA ~ qm7 WEEN SIRUCNRES:15~ BET ,pB NO: SKY3 i COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 17112 BUILDING INSPECTION LINE -(303-234-5933) Date : 5/21/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: MELODY HOMES, INC (SKYLINE FILING 3) Property Address : 5383 NEWCOMBE ST Phone : 466-1831 Contractor License No. : 21279 Company : Melody Homes Phone : 466-1831 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $219,411.00 I hereby certify that the setback distances proposed by this permit application are accurate, and Permit Fee : $2,165.55 do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or 00 $100 covenants, easements or restrictions of record; that all measurements shown, and allegations . Plan Review Fee : made are accurele; that I have read and agree to abide by all conditions printed on this 632.93 Use Tax : $2 application, and that I assume full responsibility for compliance with the Wheat Ridge Building , Code (U.B.C.) and all other applicable Wheat Rid9e ordinances, for work under this permit. Total: $4,898.48 (OWNER)(CONTRACTOR) SIGNED DATE Use : 100--57~~ Description : 3009 A- W/ 4 CAR GARAGE, FIREPLACE IN FAMILY ROOM, 8X10 PATIO, BDRM 5 IN LIEU OF STUDY & 3/4 BATH IN LIEU OF POWDER, AIR CONDITIONING (5.0 TON) 1So•oo 6 1.20'1. 2-A BUILDING DEPARTMENT USE OPQWner/conhactotisresponsible for lacating nro er:, lines eqCconsWCting i~ oyfiner:s ac r d r, t : Zoning Comments;° approved plan and requir de~elopmen[ l d.. d;. Approval : TRC OK The City is not rcsponsible for inaccurate inform . submitted within the plan set and any construa Zoning : pRD errors tesulting from inaccurz c mfoi ioo. BiUllding Camments:°• OK W/ AMENDMENTS ON FOUNDATION PLAN Approval: CR Public Works Comments: 7 a OK. 5121/04. SEE ATTACHED SHEETS Approval : DFB Occupancy : R-3 Walls : 2X6 Roof : Stories : Residential Units : 1 Electrical License No : 21284 Plumbing License No :19354 Mechanical License No : 17790 Company :Thunder Ridge Electric Company :Millwood Plumbing & Company : Four Seasons Heating Co. Heating Expiration Date : 5/30/2004 Expiration Date : 2/28/2005 Expiration Date : 5/25/2004 Approval : OKIKS Approval : OK/KS Approval : OKIKS (1) This permil was issued in accordance with lhe provisions set forih in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) lhe building aulhorized is suspended or abandoned (or a period of 120 days. (3) I( this permit expires, a new permit may be acquired for a fee of one-half the amount normalty required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. I( changes are made or if suspension or abandonment exceeds one (t) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the naNral flow o( water causing a drainage problem. (5) Contraclor shall notlfy the Building Inspector lwenty-four (24) hours in advance for all inspections and shall receive writlen approval on inspection card before proceediing with successive pha (6) The issuance it o approval of ' gs and specifcations shall not be construed lo be a permit for, nor an approval of, any violalion of the provision ildode~,or rortlinance,law,mleorregulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page 4 ti~~ u ~coaro° COMMUN]TY bEVELOPMEN'f AEPARTMENT BUII.DING INSPECTION LINE - 303-234-5933 CITY OF WICEAT RIDGE 7500 WEST 29TPI AVENUE WHEA'i RIpGE, CO 80033 - (303-235-2855) ~PtJCATION Pinpcity Address: cnoaactorLiceaae Na.: -~2 1,2 79 x'✓r_~-cnc , , lCvu F Q ~-~}•C`. 3o3--~f b~-c~~ 0M1:EP/fONTAaC70N SICM1ATUQE OF tiNUC0.STMDNC nh'0 AGREFMCN7 ihcre}rycatilythattheutbaekAiswKaproposMbylhispermitapplicaUananaceuraic, CO11SiR1CtlOR V21llC:$ ~ •nddpm violauapplipbkadinmca,tu4swtegulatim NQieCiry ofWhatRidgeor permitFee:$ 2fVS,e cuvenanis, uscmmnmresaictiansofrccad;Nei aIlmeaswemrna shown. md.ilepcionc ~ vv . v o nudc uc accuratr, Uat 1 have rod and a¢rx m ahiee by an coeariona m;.~ a 11,4 Plan Rcvicw Fec:$ appliwim md th+t 1 wsume futl rnpmsibdiry far eomplitnte xith Nc Whcat Ridgc Buiiding Code (U.B.C) snd all aher appiicablc Wheat RidgggyyyOrdinmees, far xvrk unda TJse Tax:$ ihis pertnit. / / ~ ~ TOG7l:$ $3( ~..q n~ DESCRIPTIOI~: ,jOOr ~ fg -c-J~ ~I GGt-t-cC j FYC1CIGe ~~'1 ~Cca'GIt ~~ZUtj gx~o ,~~~a~ 602n~15 1t1 l~~e," cf' 5a'c"t , 3/,q eccrz. l'e w 007cP.i : S. v BUILDYNG ABPAR7MENT USE OIVLY STC: Sq.Ft.: zor«xocoMMewra: k5k~6t_t•.,,~ bt r~.+sd~{ 6(Le ~ ~«a•+ard Ncwcok.6Q~, Approval: S71 o C~ - J f Zoming: euILmNa ~v~ra: C~+M1~Q,~ oval: 1V■uc WoRlcs CoYMUns: A vel: cy~/ Occupancy: WaI1s: Roof: Stories: Raidenrial Units: ' ~~f 1 ~p~ Elxaical T,icsnse No~~:y ~l~Plurnbiug License No: w0a Mxhanical License No: 11 ~ Q v COma°Y' ~1 (,CvI C.C-(,( 12d Compwy:.pila~~ CompanY eLC✓ 'ieQSC,i-i S Fxp'vation Date: Fxpiratian Date: Expirstion Dau: Approval± Approval: Approval• 'rj I 3v ~ (f) 7L:ePan.uww iuuWiaacm1drrcewiWdepavivmsanhlni, yw+pptic.eu...d'uw6jec, rothsNwcofl6, Sn,ofCokado~ mde2o.mg Re6olaoons antl Bu00ieY Cadd ef WAeu 1t421, Cobrada a uy 06a+Wk'+6k adievKa otdw dry. 131 TL'npemnxfluYeapirtiffwlAenarkauda'vadkea~WritAusWS(60)mys(romissuedamm(H)Orcbmldio5ix6yittdissupwdeda WmdawG fara period of 120 ayy. I31 1l1his ptmit cxpires, a u~ permix roar L. ~quirvl for a f« of o~-half Jc anauM eyrull> mq'~ued, yro~idcd no cianges bsv<becn m will be made w Ae oriryW pNns aed 1DR+fiudau W rY awYemiw a~bmdwne+~ W oa eueN~d ane lt) Ya. IlcWe{a Nr~ 6eo a ilauipe.~ w lMbannwat ea<eM. o: (1) yev, fW itts 9uB hepW f0f ~ fw~r pvmi~ ~o Wwk ofany mamer aha9 bs daae iGt ~ cY.ye Ipe awN Mv d~Nn s+wie{ a Aainqe po6km. (S) Ceavaew sb.0 m6h Br BrAdiM I►pnor nrop-fine (24) Ams:e M~v~oc for.tl W"*u wd a62 ra*.x ~.xiwee ~pv~•-•~ an impecriw cud befaew«saAinYwhps.eemti..pYn:softlnjol. (6) TIKYWIOL'iO~iP~~YtrA[~pIW~10~MMbL~1bA~fKPYp1[fNCtllb(.COMW~EbLl1R~IITCl.lEfLfppNVaIq&\AYVWIafiV~OIAL ptovsiom M6s bwWis` mdes a wq oter ad"wnce, YW, ruk a xpl.pw. Clvef Buitdin¢ Uupector LO'd IZ:SI GOOL 6Z Jdti LS87'S£Z£0£:XEj md 8 JNINNHId Building Permit Number. (1 / ba[r' Compa"y. M.Q [C&aA Hcm-4-LOi._rVLc . Phone: 2n2.1~~,J _i Gx. nuv,.~k- ResidentialWorksheet(SF/Duplex) 27 0 Submittal requirements: Copy of Deed 2~ Site Plan (to scale) ~ Elevations ~ Address: 5303 NeWCO---bC st. 300a• Ac Zoning: l7 Use: (rc~S Property in the flood plain? NO Lot Size: 4'1' sq. ft. Lot Width: 66 ft. Maximum Lot Coverage: 'N % Proposed Improvements: House: 2~0 ' 8 sq. ft. Addition to House: sq. ft. *Shed: sq. ft. Detached Garage: sq. ft. Proposed Lot Coverage: (Total) 2S • % sq. ft. 2310' & sq. ft. sq. ft. Required Setbacks: FR ~-0 Provided Setbacks: FR 21 Maximum Height: 35 ft, Proposed Height: A" ft. 'S 7.1 S 7• r'- R l0 S 7. 1 S g' 3 R Z2. ~ Maximum Size: sq. fr. ProposedSize: 23~~' $ sq. ft. Access Notes For one and two-family dwellings, the first 25' of driveway area from [he existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at leas[ 30 feet apart, measured from the interior edges. For all uses, one access point pe[ proper[y is pemvtted *Metal sheds in excess of 120 s.f. not allowed. Landscapine Notes For one-and two-family dwellings, one tree for every 70 feet of street frontage is required. 100% of the fron[ yard and 25% of the entire lot must be landscaped prior to issuance of C.O. 3789''P- sq. ft. Existing Improvement(s): House: sq. ft. Shed: sq. ft. Detached Garage: Other: Street trees required: Street hees provided: DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUII.DING PERMIT APPLICATION Date: Z5 05 Applicant: NN ckae,t Scj&ncAroSk, Phone# 30-3 Location of Construction: S 383 e/Ec<~c~,~rBE S,~c= T Purpose of Construction: Building Perm it Value: Single Family X Commercia] Multi-Family DEVELOPMENT REVIEW FEES Developmen[ Review Processing Fee: $100.00 /o O. co $ (for documem }xocessing) Single Family Residence Review Fee: $50.00 S$o . o0 (for review of appliqble technical documems) CommerciallMulU-Family Review Fee: •(for review of existing technical documems) $100.00 8 •(for review of technical documenis for conswction in Rightof-Way, Final Drainage Report, and Erosion Control Plan) $500.00 S CDOT Access Pemtit Fee: $100.00 S (for documem application and processing) Traffic Impad Study Retiiew Fee: $100.00 S (for documem review and processing) F7ood Plain Variance Review Fee: kfor document revicw and prcecssing) Class I Applicalion: $300 00 S Clazs I Aublicavon/Notice N/A Class D Application $750.00 S Class II Publication/Notice $90.00 ~ TOTAL REVIEW FEES (due at time of building permit issuance): S /So . o0 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WII.L BE ADDITIONAL LICENSING AND PERMITTING FEES REQ[JIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-0F-WAY. Signature of Applicant y~ ~k~ Date Rw ON03 o~ w~ T DEPARTMENT OF PUBUC WORKS BUILDING PERMIT APPLICATION REViEW ~ m Date: c~LORP~o Location: 5383 Nt=cJGVn913,E S~~T Attention: Building Department I have reviewed the attached mattrials submitted in application for approvai of a at the above referenced addrus. Pkau note the summary comments below. 1. ✓ Boundary Closure: _ OK _ Not OK; refer to stipulations. 2. ✓ Drainage: a. Drainege plan and report needed _ b. Drainage plan rat necded c. Lot drainagdgrading to be reviewed by Building Division ✓ d. Site drainage/gading provisions have becn reviewed and are: (~oz o v'ET~7-D ✓ OK Na OK; refu to stipulations. 3. ✓ NPDES Perntit Required: _ Yes ✓ No 4. ✓ Public Improvements a. stred paving needod: Yes ✓ No b. curb and guner needed: Yes ✓ No c. sidewalk rceded: Yes ✓ No d. svat lights needed: Yes y/ No e. stam uwer nxded: Yes ✓ No f. Ietter of credit roquired: _ Yes ✓ No If a letter of credit is requ'ved, for what improvements? eJ/R- Amount of iener of credit: 5. ✓ Subdivision Agxment requued: Yes No 6. Devclopment Covcnant requ'ued: _ Yes _ No If Yes, for 7. ✓ Traffic impact analysis and report required: Yes ~ No 8. State Highway Acccss Pamit nceded: Yes No 9. ✓ New roadway or alley R.O.W. dedication recommerded: _ Yes ✓ No ]f yes, what is recommended? ]0. ✓ All existing dedicated roadways/alleys mea ihe surdards of the City: ✓ Yes _ No If no, whicfi dn not and what is requested' ,✓~it l I. ✓ APPROVAL: The Public Works Depanment Aas reviewed this request and htteby giva its approval, subject to the above and/or attached stipulationt. Signature David F. Brossroan, P.L.S. Date 12. NO APPROVAL: 7lx Public Works Department haz rcviewed this request and doe: not give its approval for the tcazoas stated: Sigmmre David F. Brossman, P.L.S. Dare 13. ✓ Stipulations atuched: ✓ Yes _ No P.8101e 7Z 14. ✓ Summary Comloents: Anv damaee to the ezisun¢ Public Imorovements u a rault of this construction is to be rcpairod w rted Cicv swduds bv thc Permie Aooliwm orior to thc issuancc of thc Canificate of Occwancv A Drainaee Cutification Lena is reauircd urior w the issuance ot the Cutificaa of Occuoancy. DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 @y of Wtrst f pepemmrrt d LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED -SINIaN Deaz Contractor: ADDRESS 5393 itl~cdca.~tB6 ST~ In conjunction with the approval of the bui]ding permit application for the above referenced address, this letter is to inform you that al] exisUng public improvements ]ocated along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to deternune the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2864. Sincerely, A21.,cIA.,..».'.....' David F. Brossman, P.L.S. Development Review Engineer Cc: File Rev M03 P LOT P LAN FOR MELODY HOMES INC. E. LOT 4 , BLOCK 3, SKYLINE ESTATES, FILING 3 CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO. ADDRESS 5383 NEWCOMBE STREET ~ 51.50 NO0° 13" 1 1"W 108.U2 • 10' U.E. ~ a, a ~o - - - ~~•`q - - - - - ~ l N SETBACK ~V - - / LOT4 ' ~ l~ - - 20 -0-- 474 sf 9 ' ~ PATIO . I . , I O) I I N ~ L 17.2 I 10.8 ~ V/ 1.0- TOG =52 .9 N 3009 I N BASEMENT FlREPUGE O Rt ~ NI 4 CAR GARf'.CiE N ~ / a q / .0' I ~ NI LEFT g3 N. N ' I40.8 I I ~ ^ ( I x 5\~ i ' ~ / 9 5' I I sro. wn. o eo ~ez ~ C 19J - - - - - . I ? W I II PORCH I / I N MNVEWAx' ~O I NI ~ / o n ~ ~ ~ ~ s I 48.0 C' ~ ~ N V 0' U.E. -SI -5i-, 4B o,. L 7.64 ~/~ARFET ST ID ~ ~}l OS-s5-04 6044(aE I°'RIoT 604ACK , N RAL NOTES 1. THIS PIOT PLAN DOES NOT SHOW LOCATION OF YANDOW WELLS FOR THEIR LOCATION SEE STRUCTURAI. ENGINEERED PLANS. 2. DIMENSIONS SNOWN AROUND TNE PERIMETER OF THE STRUCTURE ARE TO THE E%TERIOR FOtINDAT10N CORNERS. 3. PROYiDE AND MAINTAIN POSITIVE DRAINAGE AWAY GROM ALL fOUNDAT10N WALLS PER WARRANTV REOUIREMENTS. (0.55 MINIMUM SLOPE FOR CONCPETE PANSJ 6. THIS PLOT PLAN SHOWS PROPOSED IMPROVEMENTS ONLY. FINAL CONSTRUCTION MAY VARY. 5. fOR OUESTIONS REGARDING THE FOUNDATION DURING E%CAVATION, FORM SETTING, AND HOUSE CONSTRUCTION REiER TO THE ENGINEERED FOUNDATION PLANS. ~ f~ TAK MODEL 3009 RH 4 CAR ELEV. A LOT AREA (S.F.) = 9,474 HOUSE AREA (S.i'.) = 2588.1 COVERAGE= 27•3q BLDG. HEIGHT= 29.2' AVG. BLDG. HEIGHT= 24.2' AVG. F.G.= _SI.l & APPROVED FOR STAKING ' ~ Z ° HOUSE AT MINIMUM SETBACK CHECK FORMS BEFORE POURING LCVCrvV: WATER SERVICE UUV IILI i i rcvw" P=PROPERTY LINE 0= ' ' 48 HOUR NOTICE REQUIRED (3) SANITARY SEWER SERVICE BOW=BACK OF WALK N v ° 2' STAGGER REQUIRED LIGHT POLE FOW=FRONT OF WALK I[=FIOW LINE z~ ° 357. l0T COVERAGE FOR 2-STOR Y/ TRI-LVL ~FIRE HYDRANT ~ EASEMENT 407 LOT COVERAGE FOR RANCHE S CALL UTIUTY NOTIFICATION MINIMUM SETBACKS: ' SCALE: i"=ZO' O INC. MELODY HOMES CEN7ER Oi COLORAUO FRONT: 20.0 pATE:04-19-04 11031 SXERlDANBLVD. 1-800-922-1987 eno on534-6700I E SIDE: •S~REAR: 05-24-04 REV: WESTMINSTER C0. 80020 N p STREET SIDE: 20.0' BY: BMA PHONE: (303) ass-tasr MINIMUM , 15 JOB N0: SKY3 Fax: (sos) ass-zssa BETWEEN STRUCTURES: P LOT P LAN FOR MELODY HOMES INC. LOT 4 , BLOCK 3 SKYLINE ESTATES, FILING 3 , CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO. ADDRESS 5383 NEWCOMBE STREET 0 ,I ~ I CI I i ~ I ~l ~ - - - - , N a. a ~ro 00° 13' 1 1"W 108.02 10' U.E. - - - - - - - - - - - - - 7 SETBACK LOT 4 ~ I PATIO 9,474 sfj~~ ~ ~ ~ _ 17.2' io.a'sm I p / ~ 'j.o' roG o N dso v> v N 3009 r_ I I~ N BASEMENT i 8 FlREPUCE O fR I 4 CA R GARAGE .0' I NI LEFT ~N I I4e.a I 28.3~ I I II sro, c.wr. e eo ikz _ PORCH I ~ I~ I II NII / ' o i ~ R Qo o -P I / ~ aa.o I 1 N V 10' U. E. ~ N I / / b 48,~ ~ 0_0 I 93' 9.5, poj A C \ ~ 0 N' ~ ~O GRIVEWAY " , 47.64 ~'ARFET ST -KIZ EVI`~EC p~,}! OS-ZS-04 v- GM4.waB fR1.uT 406ACK , N RFAt NOTES 1. THIS PLOT PLAN DOES NOT SHOW LOCATION OF WINOOW WELlS. POR THEIR LOCATION SEE STRUCTURAL ENGINEERED PLANS. 2. DIMENSIONS SHOWN AROVND THE PERIMETER OF THE STRUCTURE ARE TO THE EXTERIOR FOUNDATION CORNERS. 3. PRONDE ANp MAINTAIN POSITIK DRAINAGE AWAY FROM ALL FOUNDATION WALLS PER WARRANTV REOUIREMENTS. (0.55 MINIMUM SLOGE FOR CONCRETE FFNSJ 4. TMIS PLOT PLAN SMOWS PROPOSED IMPROVEMENTS ONLY, FINAL CONSTRUCTION MAY VARY. 5. FOR OVESTIONS REGAFpING THE FOUNDATION pURING E%CAVATION, PORM SETTWQ AND HOUSE CONSTRVCTION REFEF TO THE ENCMEEREO FOUNDATION PLANS. ~ h / / C{ INFO STAKE• MODEL 3009 RH 4 CAR ELEV. A LOT AREA (S.F.) = 9,474 HOUSE AREA (S.F.) = 2588.1 COVERAGE= 27•3% BLDG. HEIGHT= 29.2' AVG. BIDG. HEIGHT= 24.2' AVG. F.G.= _51.1 REVIFrWE~ & APPROVED FOR STAKING ~ Z ° HOUSE AT MINIMUM SETBACK CHECK FORMS BEFORE POURING LEGEND: WATER SERVICE UUUTILITY PEDESTALS IQ,=PROPERTY LINE 0 af w 48 HOUR NOTICE REOUIRED SQ SANITARY SEWER SERVICE BOW=6ACK OF WALK N 0 ° 2' STAGGER REOUiRED LIGHT POLE FOW=FRONT OF WALK i[=FLOW UNE Z o - 40 N H OR L / ~I-L~ ~FIRE HYDRANT g EASEMENT C E 0T COVERAGE F 7< RA S CALL UTIUTY NOTIRCATION MINIMUM SETBACKS: ' 1"=20' SCALE: C INL. MELODY HOMES CENTER OF COLORADO FRONT: 20.0 DATE:04-19-04 11031 SHERlDAN BLVD. 1-800-922 ~N987 °R 5 3 4 - 6 7 0 0 E SIDE:?•S'REAR: 10' ' REV: 05-24-04 WESTMINSTER C0. 80020 DENV R ~ STREET SIDE:20.0 BY: BMA PXONE: (303) 466-1831 r , , wm~ma~ MINIMUM ~ JOB N0: SKY3 FAX: (303) <ss-zssa BETWEEN STRUCTURES:5 - ~t~~,-e~ o-2-r-~~t~~~ ae.vs N89'35'34"E 11 N89'35 34 E~ o 95.33 ~ ~ N89'35 4 E 82.50' 66~ r SC~HAL'R ,-MEi&4CK L~T . . ; ~ r5EfH4CK ttl V.E I I i-'_-__ \ ~ 9 3st -p_-~1 ~ 0 ti LOT 1 I ~ ~ ~ 9,904 sG ~ ~ - m r___ '`n ~M I3 w au . x I I 5W✓ a ~ ~ I I II ~I ~ ~ i I II NI , o ` II I I`~ ~~t, ~'•r / i~ muc ~ I~ _ il g~ . . . L - - - - - J ~ ~ ' ~ \ e L lq~ .63 m u e . a.. ' i h n J~ ~o f ~ I i •l ~ I I a~w ~ I) I _ i I Z I i ~ -.tY ~ ASt I 1 ~ \ A I ~ I I ~ n ~ ' \ L T.] - I ~b , ^ . q ~f nn s 122.94 II ~ ; r-r-w - ;II .S - $ ~ Orn I I n c ~ Ix ~ E ~ i I I i y 3T o.odr O~ r mn I ~n"~ ~ ~ I 3'i ~ip ~ r-- - - - - i I I ~m RI 1 I r ~ ~ - I ~ e i *n. ; Fil •i -,.~-.J;--- -ezo.oo- F--I= ° - pn .v ~ I i ~ o~ -,~-.-b ~ ~ lfZQ.UW 3'n .i b I , nm x~ - i i ' I _ I r ~ - ~ ^ ' _ _ an.s ussm g •b ~ 0~~~ IR M~ •1'u y Ly ~ I ~ ~ ~ iO~l y p ° I I i d ~ i ~ t~ z I x a~ii i i J I ~ L a i - _ C -a'n e - ' X I ~ STM /DRN TRACT i 120.00' ' ' a'n .v ns f _ 0 PAW6T PARFET STREET E. PW'. y W ~ a ~ C] ~ ca E. w z cn W ~ \ ~ TRAC 0.55 A ~ PLOT PLAN FOR tP) MELODY HOMESINC. LOT 4 , BLOCK 3, SKYLINE ESTATES, FILING 3 CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO. ADDRESS 5383 NEWCOMBE STREET )0• 51.50 NO0° 13" 1 1"W 108.02" 56.5u J.E. a.o+)o so.~ io' u.E. HP ~ r _ - I - I N .OA I SETBACK - - - - 1 I I ,,5.410-=~0.~, LOT 4 ~ ip ~ PA110 ,474 sfj _I U)I I OO I 7"0 G: 17.2' ij I N 3009 II ~I I BASEMENT I r ~8 I I 7.O' flREP(ACE O pq 1 I i GARAGE 1 I.o' 9.Y' I 28.3' 74'41, i I48.8 8 onv eo ikz o] ~0.0' 9 s .q~ . ppRCH 19.7' 01. w N I M ^~,l / ~QQ I~ I = 1 ' V I I N I ~ / N1 OAY ~I NI o--~~ Mq~~ ( . (.fl I / ~ o n / I 1~ 48.0 M 10' U.E. ~ ~L= 4 ldCL/c:c) 1-4 L3k S'i. • ~ ~ 6~; *St rny6k be t^novca Z~ 5 4twardg KewwK.bt uc 21s w C.ENERAI NOTFS 1. THIS PLOT PLAN DOES N0T SHOw LOCATON OF 'MNOOW WELLS. FOR THEIR LOCNTION SEE STRUCNRAL ENGINEERED PLANS. 2. DIMENSIONS SHONN AROUND THE PERIMEIER OF THE STRUCNRE ARE TO THE E%iEFIOR FOUNDAnON CORNERS. 3. PRONDE ANO MAINTAIN POSITVE ORAINAGE AWAY FROM ALL FOUNDA 710N WRLLS PER wARRANTY REOUIREAIENTS. (0.55 NINIMUM SLOPE FOR CONCREIE PANSJ 4. THIS PLOT PLAN SHOWS PROPOSED INPRObEMENTS ONLY. FINAL CONSiRUC7ION MAY VARY. 5. FOR OUES710N5 REGARDING THE FOUNOA➢INJ DURING EXCAVATION, FORM SETTING, AND HOVSE CONSTRUCTION REFER TO THE ENGINEERED FWNDA710N PLNNS. INFO STAKE: MODEL 3009 RH 4 CAR ELEV. A LOT AREA (S.F.) = 9,474 HOUSE AREA (S.F.) = 2588.1 COVERAGE= 27.37 BLDG. HEIGHT= 29.2' AVG. BLDG. HEIGHT= 24.2' AVG. F.G.= Si.* FOR STAKING ~ Z CHECK FORMSBEFORE POURING W 48 HOUR NOTICE REQUIRED rNw, Z ° 2' STAGGER REQUIRED Z~ ° 357. LOT COVERAGE FOR 2-STORY/ TRI-LVL 407. L0T COVERAGE fOR RANCHES WATER SERVICE ry?=PROPERTY LINE SANITARY SEWER SERVICE BOW=BACK LIGHT POLE I[=FLOW LINE FIRE HYDRANT -"----"--~s~A~~iT ODY HOMES CALI UTILITY NOTIFICATION MINIMUM SETBACKS: ' SCaLE: 1"=20' INC. O)MEL CENTEfl Of COLORADO FRONT: 20.0 DATE:04-19-04 11031 SHERIDAN BLVD. 1-800-922 ,N9c8m~o °R534-6700 p[~yEP SIDE: 7.5'REAR: 1c REV: WESTMINSTER C0. 80020 ~ a~ STREET SIDE: 20.0' gY: BMA PHONE: (303) 466-1831 , ~rz MINIMUM ~ JOB N0: SKY3 FAX: (303) ass-zsss BETWEEN STRUCTURES:15 _ _---__1~/`~LJ~ ~ ~ LI _ __-_____\I ~ N99'35'JI'E ua . 3551 E~v ~Y5.3J ~ u NBY35 ~ 82.50' ~n ua 9 3 i _ I 5 . 9,904IsL S> ~~L ~ 10 ;zl \ L_____ o ~ , , 2t P R :Ea u 00. mY. ~107~ri1iL ~ NSIlCONHE STRE6T M7 ' i I II I ~ 6c ^pv " ~ ~l - ; a oI ~ ' ~ lseklow ~ / ~ . L an. i' ' ~d li 3~g ~ I I I w I wu I tl~ ~ 1 l L___ _-13b:bo J' I " I °a° I 1 ~ I j oO`V'~n ~ R 54~ ° I II 1 _W Rl I I ~ J. - i~ iO ql , I_N_~ fl I J I 11 ~ I STM/DRN-IRACT i . ,zo.-' ~ay ~ M i . 5 + w A~' I ~ ~ I' I - ° " = ` -77 - ~ ; I I 9 I ~ ~ ' v I U I I ~ L-'=-_--13D:66'! .n e.. tl - - -a---, F ra r ~ I ___f.-_' I I. w I J? er46'49w uo.ooi ~ ~ ~ S ~ - -___'1"__________ ~ -1 ~ F- ~r- I I I i' = I I ~P r • ~ I Y• k - - - r J'--___°_' - ~ ~ I I I ~ = I - 9 L p . 8 . . t ' rrI ~ s~r-rI-- ~ p I I ; 6 B ~ I~I = ~ ~ ~O ~ I~m A ~I ~I ~ ~ ~ L I aJ II: ~ J J. J R f AI~_~8_______ O 8 PI I ~ u ~ ~ ~ B I i rn n q ~I I. . ~ T---- I Y I _JF 4 ° ~ Y ~d L__-= _ _ _____Ja Y i • i 4 ~ N 1-5: ~ \ ~ \ 1 1 1 1 ~ ~ ~ r ~ I~I R ISJ n ~~IR RECEPTION ND. F'1919097 12/04/2003 12:55:44 F'G: 001-005 F'G FEE: 2E.00 STqTE DOC.FEE: 19.90 kECOkDED IN JEFFEkSON COUNTY, COLORRDO SPECIAL WARRANTY DEED 8327 09TffiS DEED, Made this Z"bf day of DCCtrYs ber , 2003, between I ~ ~D THE COLORADO STATE BOARD OF LAND COMMISSIONERS ~ ~ Whose street address is: 1313 Sherman Street, Room 621 Denver, CO 80203 Of the City and County of Denver and State of Colorado, Grantor, and MELODY HOMES INC., A Delaware corporation Whose street address is: 11031 Sheridan Boulevard Westminster, Colorado 80020 Of the City of Westminster and County of Jefi'erson and State of Colorado, Grantee WI77VESSETH, that the Grantor, for and in consideration of the premises, hereby does remise, release, bargain and convey unto Grantee, its heirs, successors and assigns forever all the right, title, interest, claim and demand w6ich the Grantor has in and to the real estate, if any, situate, lying and being in the County of JEFFERSON and State of Colorado, described as follows: STATE PROPERTY SEE EXHIBIT A ATTACHED HERETO AND INCORPORATED HEREIN BY THIS REFE iV~ When recorded send to: Melody Homes, Inc. Attn: Janice Kely 11031 Sheritlan BNtl. Westrrnnster, CO 80020 Special Warranty Deed No. 8327 1 of 4 Subject to any and all covenants, restrictions, easements or rights-of-way, whether or not of record. TOGETHER wit6 all the herediments and appurtenances thereto belonging, or ~ appertaining, and all the estate, right, title, interest and claim and demand whatsoever of the Grantor, either in law or in equity of, in or to the real estate of the Grantor, to the use and benefit of the Grantee, its heirs, successors and assigns forever, subject to the following reservation. RESERVING, however, to the State of Colorado, as Grantor, all right and interest in and title to any and ali minerals, ores and metals of any kind ar,d character, and all coal, asphaltum, oil, gas or other like substances, and all geothermal resources, in, on or under the above described property and all rights of ingress and egress in, on, under, over, across and through the above described property for the purposes of exploration, production, mining, development, extraction, removal, withdrawal or access to such substances and resources, together with enoug6 of the surface as may be necessary for the proper and convenient working of such substances and resources. GRANTEE, its heirs, successors and assigns shall provide actual and posted notice of non- - liability pursuant to C.R.S. § 38-22-105 notifying all persons who might claim a mec6anic's lien relating to any work on, materials provided for or improvements to the State Property initiated by or coaducted for the benefit of Grantee, its heirs, successors and assigns that Grantor's interests are not subject to such liens. Grantee, its heirs, successors and assigns shall indemnify and hold Graator harmless against any claims for mechanic's liens relating to any work on, materials provided for or improvements to the State Property initiated by or conducted for the benefit of Grantee, its heirs, successors and assigns. This obligation shall run with the land. TO HAVE AND TO HOLD, the said real estate above bargained and described herein with all its appurtenances and Grantor warrants the title against all persons claiming under Grantor. Special Warranty Deed No. 8327 2 of 4 IN WITNESS WHEREOF, I, BILL OWENS, Governor of the STATE of COLORADO, have caused this special warranty ~ deed to be executed by duly authorized officers and its seal hereunto affixed this /ell- day of J" Lew , 2003. -a uaw . Governor (STATE SEAL) ATTEST: ZLZehjA-~ Secretary o State Y ~ ~ ••J . 1'i ,t • ' , i~ , Special Warranty Deed No. 8327 3 of 4 STATE OF COLORADO ACTING BY AND THROUGH THE STATE BOARD OF LAND COMMISSIONERS ~ (LAND BOARD SEAL) 4rinkeDenntr,'A~rei tate of Colorado ) City and ) ss. County of Denver ) Special Warranty Deed No. 8327 was acknowledged before me this day of ✓r~ / , 2003, by Dennis Brinker, President, and Jo6n Brejcha, Deputy Director, of the COLORADO STATE BOARD OF LAND COMMISSIONERS. WITNESS my hand and off►cial seal C, TpO~tl~ TAOT40\10 Z D nielThompson NOTARY PUBLIC OF COk,v- My Commission Expires: 7-ad-- 04 Special Warranty Deed No. 8327 4 of 4 EXHBIT A TO SPECIAL WARRANTY DEED 8327 (STATE PROPERTl) BLOCK I, LOTS 1 through 12, inclusive; and BLOCK 2, LOTS 1 through 13, inclusive; and BLOCK 3, LOTS 1 through 12, inclusive; and TRACTS A through H, inclusive, SKI'LINE ESTATES FILING NO. 3, as described on the Final Plat of Skyline Estates Filing No. 3, recorded on November 24, 2003, in Book 174 at Page 63-65, as Reception No. F 1912489, in the office of the Clerk and Recorder of Jefferson County, Colorado. (such Final Plat prepazed by Kirkham Michael, dated August 7, 2003) Special Warranty Deed No. 8327 5 lofl r~ ~ i Infornlation N~~ ToBuild On Eng/rree►Ing • Consufdng • TesHng Melody Homes, Inc. Mazch 1, 2004 11031 Sheridan Boulevazd Westminster, Colorado 80020 Job No. 532-35120 Subject: Summary Report of the Geotechnical Evaluation for 5383:Newcombe Street, Lot 4; Block 3, 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, Biock 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 Publicarion 43, Colorado Geological Survey, 1997 Dear Melody Homes, Inc., Professional Service Industries, Inc. (PSn 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 driliing one boring neaz the anticipated center of the subject residence. The boring was advanced to a tota] 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 grade existing at the boring location when checked at and/or subsequent to the time of drilling. EXPANSIVE SOILSBEDROCK 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 inigation. Professional Service Industries, Inc. • 4765 Independence Street • Wheai Ridge, CO 80033 • Phone 303/424-5578 • Fax 303/423-5625 Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 4, Block 3 FOUNDATION RECOMMENDATIONS Job No. 532-35120 March 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 consmxcted 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 Floors. Basement floors in the Front Range azea 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 aze also recommended in basement areas where the slab performance risk is categorized as high to very high. Slab-on-grade construction has been used successfully in the Front Range azea 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- ade basement floor system is deemed suitable for use on this ]ot. Experience has shown that basement slab-on-grade performance has generally been satisfactory on sites where the slab performance risk is judged to be low to moderate. In the Front Range area, basement slabs 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 informarion, 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 are normally constructed as slabs-on-grade and are usually incorporated into the construction of a typical residence. In areas 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 3 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-grade 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 are 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 ]argely controlled by proper and responsible homeowner maintenance and irrigation practices. 1. Slabs should be separated 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 all non-pressurized utility lines above the floor slab. 2. Heating, ventilating, and air condi6oning systems supported by slabs should be provided with minimum 3-inch flexible connecrions between the plenum and the air ducts or piping. A minimum 3-inch void space is recommended above, or below partitions that aze placed on the slab. In finished azeas, all fiuring 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 ship. Doorways and stairwells should also be designed for this movement. Recommended construction details for partirions, doorways and stairwells are presented in Exhibit B. NOTE: Movement of slabs supported on expansive soils/bedrock could ezceed the partition 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. They 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 foundation or superstructure. The Owner should seek the assistance of a professional geotechnicai engineer when considering patio and /or porch improvements. 5. Isolation of gazage 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 habitabie floor space. The drain should dischazge 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 tUat a sump pit also be constructed Melody Homes, Inc. Job No. 532-35120 Skyline Estates, Filing No. 3 March 1, 2004 Lot 4, Block 3 Page 4 of 5 as a backup system. If a sump pit is installed and water continuously accumulates 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 that 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 all craw] space azeas to help control humidity in the crawl space and living areas above. The use of black heavy gauge polyethylene sheeting as a ground cover and attached to the foundation walls is rewmmended as the moisture barrier. A minimum overlap of three feet is recommended for 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 sunmiarized 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 minimum 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 settlement of the backfill results in low azeas, these areas should be filled and compacted with a fine-grained soil to establish the positive slopes mentioned above. The addition of rock, bark, or mulch in low areas to establish positive slopes is not acceptable. 2. Downspouts should discharge into splash blocks that extend beyond the limits of the foundation wall 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 aze buried, they must be conshucted 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. Particular caze should be taken during finallandscaping of the site. If the Homeowner desires to plant next to ar neaz foundation walls, or exterior slabs, it should be understood that the risk of fuhue 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, Bbck 3 lob No. 532-35120 Mazch 1, 2004 Page 5 of 5 4. Installation of decorarive 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 azeas shouid 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 should 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 foundarion walls. Izwn urigation should be limited to only the amount necessary to maintain normal growth. Excessive watering must be auoided. 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 are 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 construction that aze different from those anricipated 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 potential customer who is considering purchase of the home from the Builder. Should the home be sold in the future, the seller should pass this letter on to any subsequent purchasers. PROFESSIONAL SERVICE INDUSTRIES, INC. Ryan I,epro W]Awtzl ~ SeTll~bi ryt nunM~ Staff En neer ` Attachments: Exhibit A- Slab Performance Risk Evaluation Exhibit B- Recommended Construction Details for Partitions, Doorways, and Stainvells Exhibit C- Recommended L,andscaping Details EXHIBIT A SLAB PERFORMANCE RISK EVALUATION The soils and bedrock in Colorado include expansive clays and claystone bedrock that wiil 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 are risks associated with construcrion on, and living in azeas of expansive soils that cannot be completely eluninated by either engineering or construction techniques. While the risk of damage cannot be eliminated, the home building industry has developed effective methods to mitigate damage. The determination 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, whethar the potential movement will result in unacceptable slab performance. What constitutes unacceptable slab performance is subjective, 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 sucrion 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 nearby 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 comp]ex 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-grade heave, and the risk of poor slab-on-grade performance. Although the results of laboratory swell testing to deternune 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 yeazs in the Denver metro area, the results of swell testing performed on a given lot or subdivision alone are 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 lndustries, Inc. PaQe 1 of 3 March 1, 2004 In an effort to provide some uniformity in terminology and provide a relative correladon 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 Evaluarion and Residential 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* Percent Swell (1000 sf Surchaz e) Low 0 to<3 0 to<2 Moderate 3 to < 5 2 to < 4 Hi Sto<g 4to<6 Ve Hi >g >6 *NOTE: The representative percent swell values presented in the above table aze not necessarily measured values; rather, they are a judgment of the overall swell 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 current design assumption for the zone of material subject to an increase in moisture content below basement slabs-on-gade 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 time regardless of the perFormance risk category judged to be representative of a given site or area. However, the anticipated severity and frequency of damage has generally been observed to increase with increasing slab performance risk category. Few detailed studies correlating 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 results 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 maacunum differential elevation 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. F'age 2 of 3 Mardi 1. 2004 Basement Floor Slab Performance a~ ~ 60 y ~ 50 m x :E~ 40 W u) 30 20 = a 10 o U) 0 ° Low Moderate High Very High Slab Performance Risk Category Structurally supported floors, also Irnown as structural floors, are generaliy considered the most effective way to reduce the likelihood of basement floor movement due to soil heave. There are other desigi issues associated with strucrixral floors, such as ventilation and increased lateral loads, air quality, energy efficiency, maintenance, etc. which must be considered. Shuctural floors do not constitute 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 structuraliy 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 iecommendations 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 area to assist in reviewing the available geotechnical information and associated recommendations. PSI also recommends use of structurally 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, differential slab heave of up to 3 inches is considered normal. In unusual instances, the normal movement can be exceeded. In construcrion of residential structures, the risks associated with swelling soils and bedrock can be mi6gated, but not eliminated, 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-gade construction and, in some instances, foundations 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 readily available construction tecluiology within practical, cost effective limits. Professional Service Industries. Inc. Pase 3 of 3 Mareh 1, 2004 v Spike as required Partition I ~ for stability ~ Molding, nail at bottom onl~ I ~ Void Spece Drilled hole Concrete *01 slab I I-I I I-I I 1-I I-I I ~~,~I~- Wood 2 x 4, nail to slab =4ON-C! ornlaation VOID SPACE DETAIL FOR Bu ldOn PARTITIONS ON SLABS rns•Testlng EXHIBIT B Brick or siding 5' Minimum Frame Wall Rock or bark area sith downspout extended beyond edging Sod ~ P ~ ~ • • i ~ ~=I I I=I - Foundation I 1=' ' Wall Perforated edging or equivalent to allov release of nater from rock or bark area Maintain minimum slope of 10% awey from toundation Minimum 6 Mil Polyethylene or Ceotextile Fabric sloped eway trom foundation under edging to lop of grass ~~c Inforn2a~tion RECOMMENDED LANDSCAPING u l ~ PROCEDURES dOn ToB Ll"`'r Engineerfng.ca„5uwng.re5uu,g EXHIBIT ~ P L 0 T P LA N FOR e) MELODY HOMES INC. LOT 4 , BLOCK 3, SKYLINE ESTATES, FILING 3 CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO. ADDRESS 5383 NEWCOMBE STREET NO0° 1 So.cn 1 . NP ~ F- ,,5.4 I I 'I I I° i N N 11 "W 108.02 10' U.E. 1.0' 79G I SZ,y MI N 3009 BASEMENT .O' FlREPLACE 0 FR 9.y'111 c,.. _.28.3' ~ ~ ~ CV 4 CAR NI GARAGE ~ ffr ~ / _ SETBACK LOT 4 ,474 sfj0" v , 36 ' ~SD i , '4'81 ~l N II / b 4g'~~~~ % ',,15 I l ~ i 4'4i~ti`,0 O ~ I a. _voec I j 460 CV / ~ V io' u.E. ' inlo 47.6 ~ ~ = 4 ' l~C ~Jc:c~.M BE ~T `~2y \ ~ INFO STAKE: MODEL 3009 RH r.cuvaei unhc 1. THIS PLOT PLAN DOES NOT SHOW LOCATION Of YANDOW NELLS. FOR MEIR LOCATION SEE STRUCNRAL ENCINEERED PLANS. 2. DIMENSIONS SHOWN AROUND THE PERIMEIER OF THE STRUCNRE ARE TO 7HE E%TEFIOR FOUNDAPON CORNERS. 3. PROVIOE ANO MAINTAIN POSITVE DRAINAGE AWAY FROM ALL FOUNpA710N WALLS PER WARRANTY REOUIREMENTS. (O.Sx MINIMUM SLOPE FOR CONCREIE PANSJ 4. THIS PLOi PLAN SMOWS PROPOSED IMPROVEMENTS ONLY. FINAL CONSTRUCTION MAY VNRY. 5. fOR OUESilONS REGARDING ME FOUNDATION DURINC EXCAVA710N, FORM SEtTINC, ANO HOUSE CONSTRlIC110N REFER TO THE ENGINEERED FOUNDAiION PLANS. 4 CAR ELEV. A LOT AREA (S.F.) = 9,474 HOUSE AREA (S.F.) = 2588.1 COVERAGE= 27.3% BLDG. HEIGHT= 29.2' AVG. BLDG. HEIGHT= 24.2' AVG. F.G.= Si,* FOR STAKING ° HOUSE AT MINIMUM SETBACK LaLervu: UUUTILITY PEDESTALS p z CHECK FORMS BEFORE POURING 4 HOUR NOi1CE REQUIRED WATER SERVICE R=PROPERTY LINE x 8 ~ SANITARY SEWER SERVICE B ~ Z ° 2' STAGGER REQUIRED S~ LIGHT POLE OW=FRONT OF WALK 0 o z U ° 357 LOT COVERAGE FOR 2-STORY/ TRI-LVl ~FIRE HYDRANT f~=FIOW LINE -"-"'-'"-SETBACK 407 LOT COVERAGE FOR RANCHES FncFMFNT MINIMUM SETBACKS: 1"=20' @MELODY HOMES INC. CALL UTILITY NOTIFICATION CENTER OF COLORADO FRONT: 20.0' SCALE: DATE:04-19-04 ftos~ SHERIDAN BLVD. 1_800_922_1987 on534-6700'"~cN`~c'"p° SIDE: 7.5'REAR: 10' REV: IVESTMINSTER C0. B0020 n STREET SIDE: 20.0' BY: BMA PHONE: (303) 466-1831 ~ ~~tl`~`~~~~~ MINIMUM ' JOB N0: SKY3 FAX: (303) 466-2368 BETWEEN STRUCTURES:15 NOTES: TYPICAL PORCH PATIO & STOOP CONSTRUCTION• 1. FOUNDATION WALLS TO BE 8' TURN DOWN SLAB EDGE 12" BELOW FINISH 2. PROVIDE A V010 SPACE ABO GRADE BY 8" WIDE. REINF. W/1-#5 CONT. GROUND. DRYWALL OR PANEL TOP & BOTTOM. SUPPORT EDGE ON 8" OR MOVEMENT AT TOP OR BOTT 10"D PIERS DRILLED MIN. 3~-0" DEEP & 3. WRAP STEEL PIPE COLUMNS TO SOLID BEARING (OR CONCRETE HAUNCH LB. FELT WHERE THEY PASS WHERE SHOWN). PROVIDE #4 DOWELS C~ 24 FROM WALLS TO SLAB. SLOPE SLAB AWAY 4. GROUT BEAM POCKETS SOLID FROM BUILDING. 5. PROVIDE REINFORCING AROUN ON DETAIL 2. ® BE 8 THICK I~N~ESS NQ TES CTHERWIS E, 1Yf - ir } , : » 49 -Q ~ i is 26 1 VARIES PER PORCH 8" 6X6 WELDED WIRE VARIES PER PORCH SHOP PRIMED FABRIC. 4" CONCRETE SLAB 4" CONCRETE SLAB WgX~3 ON GROUND. BREAKOUT STEEL SHOP PRIMED ON GROUND. • f~ W8X13 o ~ t4 ~ ~ ~ ~ ~w ao - - as ~a ~S TOP ANO 80T. ~ 1 CONT. REINF. ~ ~ BLOCKOUT ~ TOP OF HAUNCH TO ~ HAUNCH FOR TOP OF HAUNCH TO ` i t BE 8" BELOW TOP ~ BEAM. BE FLUSH WITH TOP 'tr OF WALL. tO 2-~4 X 5'-0" OF WALL. TURN SLAB EDGE DOWN TO HAUNCH BRACE WALLS ~ AS REQUIRED. BEFORE ~ I '4~~'. - BACKFILLING. ~ ~ ~ 1 0 r b.. ~t I~ Z 2-#4 (SIZE VARIES 2-~4 (SIZE VARIES PER PORCH) PER PORCH) fO ANGLE EXPANSION tt A JOINT. SEE SECTION 1 I FOR DETAILS. b, `n-.~ POLYETHYLENE I TT POLYETHYLEN 'T ~ ~ Jp i T SEE SECTION t VOID BEYOND, SEE SEE FOR DETAILS. V010 BEYOND, SEE t PLAN FOR LOCATION. PLAN BEAR ON UNOISTllRBED PLAN FOR IOCAl10N. S E C T I O N ~ so'L3/8" = 1'-O" r~ 7 I tt E w SECTION HAUNCH AT END OF PORCH. HAUNCH AT MIDDLE OF PORCH. i i~ i - - r~_ i 2x6 PLATE W/MIN. 4-~~ ~ I INDI 2_1/2"0_ANCHOR I 5" MINI, ~ o /-i nr d~~i~ i~ Tsui irctsa. ~ i ~ o ~ o ~ I ~ I r ~..vva~eiv~~. ~ ~e watt,.. >f ~ a A w a ~ ~ a0 in 30 FTG. N PAD ~ ~ ~ TOP AND BOT. CONT. REINF. - - A r n» 26 X 2 X 1Q THIC K 1 1/2" CLEAR 3'-10"a W3-5 EA. WA z Y BQT. o cv C~ ~ o BLOCK OUT 2-#4 X I (~I ~ AS SHOWN. BUTTRESS ~ FOR BEAM. ~•_g" (1 EACH FACE) ~ o 2-#4 X I m SEE SECTION 1 ON SHEET S-2 ~ ~ FOR VERTICAL AND HORIZONTAL ~O o q WALL REINFORCING, IF REQUIRED. d' ~ r ti W ~ I i i i~ t, #4 X J N DOWELS O 8" O.C. ~0~ y - ALTERNATE DIRECTION s, a OF LEG IN FOOTING. d- p 1 1/2" CLEAR S 2-#4 X Nu o AS SHOWN. CONCRETE THI 4 -4" SLAB. SHE (1 EACH FACE) 1 J , ~z_ c. - SEE SECTION 1 ' I (i =III=~ FOR DETAILS. M r Lt BUTTRESS CONSTRUCTION ~r s` ~ ~ vAT 1. SEE ARCH. PLANS FOR 2. SEE PLAN AT RIGHT FO 3. SEE SHEET S-2 FOR SE F ''rr~ 1. e J P t i 6 - ' F~ F j r f K } r ~ . L a' r l 1 .t J i r j n } - ~ f m j ui\lvi\ i\L-i viNiva VRG/i ICfC 14 - I U THAN 2'-0", USE 1/2"b ANCHOR ~17-10 1/2" 161-10 1/2° 1 f l_, i ~ V l.J 2 BOATS 0 24" O.C. MAX. SEE ARCHS. 17'-0" 12 f-opy NARP\OW ~ I loft 1. SEE ARCH. PLANS FOR DETAILS. 2. SEE SHEET S-2 FOR SECTIONS, DETAILS o F 2500/1000 FIREA~ SOOTING FOUk'DATION PLAN DETAILS & GENERAL NOTES. . r i 49'- 0" i 7'-10" 15'-5 1 /2° 10~-10 1 /2" ~r ~ _r 49'- 0" 7'-6" 22'-8" 26'-4,• 7'-10" 15'- 5 1 /2" 10'-10 1 /2'> 1 7'-6„ SIM. 1 2 - - J'_ i SIM. I ~ _ - - 1 INDICATES 2X PLATE LOCATION PROVIDE 1 /2"~ X 10° SONG ANCHOR BACKFIL CRAWL SPACE - BOLTS 4'-0" O.C. UNLESS NOTED TO WITHI 4'-0" OF TOP OTHERWISE ON SECTION 1, SHEET S-2. OF FOU DATION WALL. TY C° o $ 2 -g, EMBED BOLTS MINIMUM 7" INTO 0 2 - I t~ N INDICATES PLATE LOCATION. • o~ ~ CONCRETE. PROVIDE MINIMUM 2 BOLTS PER SILL PLATE PIECE PROVIDE 1/2"~ ANCHOR BOLTS ,r... WITH 1 BOLT LOCATED WITHIN ~ 6 _ AT 4'-0" O.C. EMBED BOLTS 1 Z'~ OF EACH END OF WALL OR a M g" 2'_g" MIN. 7" INTO CONC. PROVIDE MIN. 2 BOLTS PER WALL WITH 1 SILL PLATE PIECE. TYPICAL. ~I I I STEP BOT. 0 ~ FDN. 4'-0"f BOLT LOCATED WITHIN 12" OF N ~ 1 ~ EACH END. TYPICAL ~ o ~ M I ~ ~ i~ 3"4 11 GAUGE ADJ. - - I STEEL PIPE COLUMN. STE BOT. OF 1' FDN 4'-0"t N STE TOP OF FDN 4'-0" 1~ , 3"~i 11 GAUGE ADJ. ~I - a SEE SHEET S-1 PAD ~i ( I 26' X 2C~ X 10" THICK ~ - - ~ FOR DETAILS. W/3-#5 EA. WAY BOT. ~ z 0 ~L~ BEAR COLUMN DIRECTLY ~ ON CAISSON OR PAD. I~'~ r' CONNECTION REQUIRED ~0 } f_ CAISSON OR PAD. a"'i • l f 10'-8" I i J CRAWL SPACE 3'-8" 4'-0" ~ II) ~ `e O O I I N I I i O in i i ~ ~ o Q-~o~~ o ~z ~o r N >o~ W ono I w/''~~ v, z~ mQ 0 wJy~ 1 O ~ cD ~ oQ ~ O A F P® } BASEMENT W~...V w rr~A BASEMENT ~ i o~ ~ Q U! Q a W ~ n W W ~ o z Z .~I ~ ' ~ Ill ~ STEP TOP OF FDN. 4'-0" STEP BOT. OF n V STEP TOP OF ~ - ~ E w~./'y r~J FDN. 4'-0" ~j i+~ ~ Q o w ~ Y STEP BOT. OF ~ FDN. 4'-0"f ~ FDN. 4'-0"f ~ i~ I ~ ~ ~ zQ ~ ~ ~ o ~ ~ ( ~N w O I N M V w L ~ Q ~ r`' ~ - -1 A z II CONCRETE HAUNCH AI OPT. STOOP ONLY. JNCH AT A\ 4 N L~s t I) CONCRETE HAUNCH AT - = OPT. STOOP ONLY. o ~ ~i 1' 0" 1'-7"I 1' 0" 6'-0" 3'-4" S"°'~ a r it d. NOTCH FDN. 8 MAX 2'-11" 8" 9'-4" DOOR & MAINTAIN 24 BTWN. ROWS OF REIN (OPT. DOOR ONLY) 8 MAX. FOR I NOTCH FDN. 8" MAX. FOR ~ j TAIN 24 MIN, )F RFINF. - - 2~-11" 8" 9'-4" DOOR & MAINTAIN 24" MIN. i~ BTWN. ROWS OF REINF. W (OPT. DOOR ONLY) ~ ~ ~ OPTIONA ° ' ~ STOOP F-- a (3'-6" X 3'-6" 4 30" FTG. 16" FTG-TYP ~ Y ~J ~ UNLESS NOT N ~ GARAGE i s W8X18 FLUSH 4 CONC. SLAB ON GROUND I I i~ N I 4~-0~~ INDICATES PLACEMENT OF VO MATERIAL UNDER GRADE BEA ~ SEAL VOID WITH POSY. TYPtC o . I~ Y'~ ~I~r. DATE: 6-2-03 P'1 ~ N STEP BOT. OF NOTCH FDN. 12" MAX. FOR ,j. REVISED: 1-15-04 (RP) FDN. 4'-0"f DOOR & MAINTAIN 16" MIN. ~ I I BTWN. ROWS OF REINF. N r i DRAWN: DP 1 ~ I I ~ CHECKED: GB/WC 4. J JOB N 0. 8305840 J 4" X 10" DEPRE SED BRICKLEDGE. f 3'-8" 4'-8" 3'~8" 16'-0., - . L - - 1'-10 1 /2" 16'-3" 12'-0" 20'-0„ P7 UKUU I tSt/iM YVI.Kt I J JVLIU Al- I tK tStHM IJ Jt I . i 5. PROVIDE REINFORCING AROUND DEEP BASEMENT WINDOWS AS SHOWN ST~ ON DETAIL 2. GARDEN LEVEL S==--lA TAN I~~M G AI~~GE OPTION 1/ 4 l- 0 A OF 2 1. SEE ARCH. PLANS FOR DETAILS. 1. SEE A 2. SEE r-- 2. SEE SHEET S-1 FOR COMPLETE FOUNDATION. 3. SEE SHEET S-2 FOR SECTIONS, DETAILS & GENERAL NOTES. 3. SEE 2500/1000 - V .r~~.~ . 2X PLATE ON TOP OF BEAM. f ? -C3~U~1 DOUBLE 2X --1 PLATE. ~ - _ - , SEE DETAIL AT RIGHT FOR PLATE ~ ' t f . AND BEAM POCKET PLACEMENT 8•> WITH DOUBLE PLATE. FOUNDATION 2-#4 TOP & BOT. WALL. CONTINUOUS. - ~ BEAM POC - - I~ DOUBLE PATE AND ~ r i - r SEAM POCKET CONSTRUC t L BRACE WALLS BEFORE r. BACKFI~LING. 1 1 . r- t 2 C SEPL N 4" i i i W 0 3~ 4 ~ ANGLE EXPANSION JOINT. P i~ i 4° CONC. SLAB ON UNDISTURBED l S01~ OR COMPACTED FILL. - - w SCORE JOINTS IN SLAB AT - 1LL f MAX. 200 SQ. FT. AREAS. o ~ ~ ~-III, ~ ~ ~ m ~ R o Z c~ 4., 1 ! - i a - ~ ~ P G 00 1 ~ ~ ~-III ~ ' ~ ~ ~ C _m PROVIDE #4 X 1'-6" DOWELS ~ I I-~I~ u 6 . a ~ ~J tY. 1 ) 1 ~ 2 -0' O.C. MAX. (MIN. 2 I f 4" VOID BEYOND, SEE DOWELS PER PAD) POLY. SEE B PLAN FOR LOCATION. SEE S PLAN BEAR ON UNDISTURBED PLAN r_ } t '~I, f SOIL OR STRUCTURAL FILL. i_ i, F J r, - i 1" e i : ~ e, << a ~ ~CT~O N 1 ~~2~~ . ~~-o~~ ~ ACTION 2 .:r REFER TO SOILS ENGINEER'S RECOMMENDATIONS FOR PERIMETER DRAIN SYSTEM, IF REQUIRED. u i T w t J 7 iL~® i i ~ i N CONTINUOUS. ~ ~ ® ll C~ - I I 2-#4 TOP & BOT. .M POCKET EMBED 2X8 OR 2X10 CONTINUOUS BEAM POC - - LEDGER W/2 ROWS OF 20d FORMING FLOOR FRA NAILS ~ 12" O.C. (1 TOP & 1 BOT.) STEEL PIPE COLUMN, SEE PLAN. 2-#4 FULL NEIGH OR FRAMING NOT SHOWN. i i PROVIDE BASE PLATE 1/2" X 4" X 6" i i BEAR BASE PLATE DIRECTLY ON BEAM. E- OF FDN. WALL. BEND 1'-6" OVER N SIMPSON U210 HANGER PLYWOOD ~ 3/4" T & G SUBFLOOR WOOD SUBFLOOR i i SIMPSON U210 HANGER a °-p TOP OF WINDOW. FLOOR FRAMING ~ ~ ii FLUSH WOOD BEAM ~ ~ o LAG SCREWS AS I I J REQUIRED FOR _ O ~ STABILITY. DRILLED HOLE z ~ 2-#4 UNDER ~ FLUSH GLU N 2X10 FLOOR JOIST, `MOULDING. NAIL ~ 2~-0" 2'-p" WINDOW A~ SEE PLAN _ _ GRADE AT GRADE AT AIR SPACE r3 ~ ~ '=1 I I- I- =I I i I I-T- =T _ ._:_T . r~ POLY. SEE SEE SECTION 1 SEE SEE SECTI FOR DETAILS. POLY. 4" VOID BEYOND, SEE PLAN PLAN FOR LOCATION. BEAR ON UNDISTURBED 4" VOID BEYOND, SEE PLAN BEAR ON SOIL OR STRUCTURAL FILL. PLAN FOR ~OCAT~ON. SOIL OR S BEAM TO WALL CONNECTION i S '.r ,i r - t1 a . , GARAGE OR CRAWL r TOP ROW OF REINFORCING. MAKE TOP BARS CONTINUOUS J c~ WITH TOP BARS IN BASEMENT 2'-6" MIN. WALL. 7 STOOP SLAB. i j i FDN. WALL t r 1 o - - BOTTOM ROW OF r REINF. EXTEND INT BASEMENT WALL s r v er 0 ~ I `V HAUNCH INDICATES PLACEMENT OF VOID MATERIAL UNDER GRADE BEAM. SEAL VOID WITH POLYETHYLENE. 2-#4 X 2'-10" BOTTOM STEP IN FOUNDATION.- o ~s y (1 EACH FACE) T \I i'1 T A I /1 I I I l 11\11 l H I I l 1 LEI Vim/ A--\ I A~ IS C~ 1- 1\1 F- J LS I. L I V__lZ 6. A SODS ENGINEER SHOULD BE CALLED TO INSPECT FOUNDATION EXCAVATIO TO VERIFY FOUNDATION TYPE BEFORE STARTING CONSTRUCTION. ~f A U I V C 11-p11 ► 1 rvui AT BOTTOM S' ~AVATION S 2 ALTERNATE BOLT ON HAUNCH BY OTHERS. CRAWL SPACE FORCING DETAIL 1/4" = 11-0" 4 C~TFP RFT\A/FFNI r-.7 A IR A r--7F n r? OF 2 ~t .r'F- R. F~AC~F=MFNIT \A/Al I 1/illl 11_x111 \nioi I RF-TN1=(lF