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HomeMy WebLinkAbout4360 Jay StreetA i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -7 F4Job Address: y36G Permit Number: ❑ No one available for inspection: Time[/0_(/ AM/PM Re -Inspection required: Yes$1forre-inspection When corrections have been made, t at 303-234-5933 Date:6/�_3/j Inspector: ImT-1 DO NOT REMOVE THIS NOTICE r City of Wheat Ridge E -Res. Evaporative Cooler Repl PERMIT - 201802246 PERMIT NO: 201802246 ISSUED: 08/13/2018 JOB ADDRESS: 4360 Jay St EXPIRES: 08/13/2019 JOB DESCRIPTION: Replacement of Evaporative Cooler with electric rehook. 9500 CFMS. *** CONTACTS *** OWNER (720)272-8568 STENZEL ERIC R SUB (303)422-5308 Steve Brandt 021365 The Cooler Company *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,400.00 FEES Evaporative Cooler 40.00 Total Valuation 0.00 Use Tax 92.40 ** TOTAL ** 132.40 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2012 IRC & 2017 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable 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 leggally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The 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 c or any ordinipe or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Buil4ing Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Lagenia Reimer caw o a<�4� From: no-reply@ci.wheatridge.co.us Sent: Monday, August 13, 2018 11:00 AM To: CommDev Permits Subject: Online Form Submittal: Residential Replacement Air Conditioner/Evaporative Cooler Permit Application Categories: Gina Residential Replacement Air Conditioner/Evaporative Cooler Permit Application This application is exclusively for RESIDENTIAL REPLACEMENT AIR CONDITIONER OR EVAPORATIVE COOLER - LIKE FOR LIKE ONLY. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential replacement AC or Evaporative Cooler like for like? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address Attach Copy of Credit Card Authorization Form 4360 JAY ST ERIC STENZEL 720-272-8568 Field not completed. CC AUTHORIZATIN.pdf CONTRACTOR INFORMATION Contractor Business The Cooler Company AuName , Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) 021365 303-422-5308 4215 GLOBEVILLE RD Contractor Email Address COOLERCO@AOL.COM Retype Contractor Email Address DESCRIPTION OF WORK What type of replacement unit are you installing? How many tons is the unit? For AC - what is the SEER? For Evaporative Coolers, what is the CFMs? Where is the unit located (for example, rooftop, backyard on ground etc)? COOLERCO@AOL.COM Replacement Evaporative Cooler N 9500 BACK OF THE ROOF Is electrical needed for re- Yes hook? If electrical work is being 5560 rehook performed, you must provide electrical contractor's Wheat Ridge license no. and scope of work. Project Value (contract4400 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT 2 I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Alexa Alcon Permit Email not displaying correctly? View it in your browser. �l 70553 � x-360 to TAIS7. INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Occwancv/TvDe Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter 7 Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof 7 Lath /Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge ` Residential Roofing PERMIT - 201705536 PERMIT NO: 201705536 ISSUED: 08/05/2017 JOB ADDRESS: 4360 Jay ST EXPIRES: 08/05/2018 JOB DESCRIPTION: Residential Re -roof to install Dimensional asphalt shingles with 52 sq. *** CONTACTS *** OWNER (720)272-8568 STENZEL ERIC R SUB (303)384-3242 Ken Relyea 019461 Affordable Garages *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 16,000.00 FEES Total Valuation 0.00 Use Tax 336.00 Permit Fee 299.40 ** TOTAL ** 635.40 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. Go OL ENGINEERING. INC. STRUCTURAL LNQtNEERING 1 PRQOrESS4gNr.L FORE"SIC ENONEEMNG 2750 S. WADSWORTH BLVD.SUITE 0-203 DENVER, CO 80227 720-440-9450 QLENGillEERZON! 9/19/2017 Affordable Garages 177 W Alameda Ave Denver, CO 80223 303-384-3242 RE: 4360 Jay St Wheat Ridge, CO 80033 Roofing Observation Detached Garage Job # 2015-3713 DL Engineering Inc. reviewed the progress of construction for the subject property. Below is a summary of the observations made: Roof Covering - I observed the asphalt shingles covering the roof. The shingles appear to be adequately attached, and all exposed fasteners have been sealed. Moisture Protection - The vapor barrier and flashing were installed between the sheathing and the shingles. If you should have any further questions, please feel free to contact me at (720) 440-9450 or awarsh@dlengineer.com. Sincerely, Adam Warsh Under the direct supervision of, Garrett J. Townsend, PE I CITY OF WHEAT RIDGE �(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: gcl Job Address: o Permit Number: U �' ❑ No one available for inspection: TimeC`•C(A';�M Re -Inspection required:l_Yees�)No When corrections ave been made, call for re -inspection at 303-234-5933 Date:_ iInspector: t DO NOT REMOVE THIS NOTICE ® City of Wheat Ridge Residential Roofing PERMIT - 201705536 PERMIT NO: 201705536 ISSUED: 08/05/2017 JOB ADDRESS: 4360 Jay ST EXPIRES: 08/05/2018 JOB DESCRIPTION: Residential Re -roof to install Dimensional asphalt shingles with 52 sq. *** CONTACTS *** OWNER (720)272-8568 STENZEL ERIC R SUB (303)384-3242 Ken Relyea 019461 Affordable Garages *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 16,000.00 FEES Total Valuation 0.00 Use Tax 336.00 Permit Fee 299.40 ** TOTAL ** 635.40 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge Residential Roofing PERMIT - 201705536 PERMIT NO: 201705536 ISSUED: 08/05/2017 JOB ADDRESS: 4360 Jay ST EXPIRES: 08/05/2018 JOB DESCRIPTION: Residential Re -roof to install Dimensional asphalt shingles with 52 sq. I by my signature do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this 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 hat all w performed is disclosed in this docume t and/or it 'accompanying approved plans and specifications. Signature of OWNER or 4tONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official andmay 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 changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dan Schultz , � �-; 6 � 4,6 From: no-reply@ci.wheatridge.co.us Sent: Monday, July 31, 2017 3:06 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Danny Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 4360 Jay St Wheatridge CO 80033 Property Owner Name Eric Stenzel Property Owner Phone 720-272-8568 Number Property Owner Email Field not completed. Address Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. Attached Copy of Field not completed. Contract CONTRACTOR INFORMATION Contractor Business Affordable Garages Name Contractor's License 019461 Number (for the City of Wheat Ridge) Contractor Phone 303-548-5497 Number Contractor Email Address affordablegar@yahoo.com Retype Contractor Email affordablegar@yahoo.com Address DESCRIPTION OF WORK Are you re-decking the No roof? Description of Roofing 30 year dimensional Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 52 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES 52 t� (pitched + flat) of all 2 roofing material for this project Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) House, Detached Garage, Shed pitch -12 is 4 Project Value (contract16,000 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Ken Relyea Email not displaying correctly? View it in your browser. A110RdAb1E GARAQES 177 W. Alameda Ave.- Denver, CO 80223 0 (303) 384.3242 SUBMITTED TO K. Cr PHONE 22 -7,,-)- f3 DATE 1 6--7--/7 STREET PHONE - WORK (CELL) L4-2,%© CITY, STATE AND ZIP CODE JOB LOCATION f, c,033 Specifications 12 DET 7 Pitch (— Size ATT 7 ROOF - HiP7 GABLE 7 Overhead Door Size Color I Undersiding Stud Size Corner Sti Top Plates Concrete Reverse Gable 7 Overhang Cross Ties - Headers King Studs Rafters - Trim Service Door Windows Apron �;� Drive`, Retaining Wall Garage Door Opener 7 Yes 7 No Hurricane Clips Ridge Electric: Standard ;�-'+ 2 outlets, switch, inside light, outside light. (based on being able to pull from ryin elect. box) Jpgrading: 7 Not Included Historical 7 Yes 7 No Shingles Color - Felt Paper Roof Sheathing Gutters Color Tear Down A.G. 7 Owner 7 Clean Up A.G. 7 Owner 7 Painting A.G. Owner Electric: Underground 7 Overhead 7 All uncut Lumber property of Affordable Garages Additional Work or Stipulations FD -1\ l�D(77--V_ _Ev S::7c't1oL­)�i� 7�v� We Propose hereby to furnish material and labor- complete in accordance with above specifications, for the sum of: tti��tJ iy,— vR i1-ioc�Gr�j �i� =C- (�,naJ� r~t(�► s^t-�k�Ed-3golacr I rs ($ ,24, 3> 2✓i ). �/ oD Payments: Deposit $ Foundation $ Lumber Drop $ Rough Frame $ Other ® Electric to be supplied by Homeowner at all times. • Garage to remain empty and unlocked until final inspection is approved. Final On Completion $ Authorized Signature 9 Signature "fes Signature Permit#:201400247 Issued: 04/30/2014 This certificate verifies that the building constructed and/om the use proposed of the building and/or premises, under t above permit number and on property described below, does compl with the Wheat Ridge Building Code and development standards o the zone district in which it is located and may be occupie All other licensing requirements for the City must be met. I Owner: ERIC STENZEL 4360 JAY ST WHEAT RIDGE CO 80033 Contractor: Ken Relyea 177 W ALAMEDA AVE DENVER CO 80223-2106 For the Following Purpose: Res. Accessory Struc Code,Editions NO change shall be made in the USE 012 ICC/2011 NEC this building without prior notice 2006 ICC/2011 NEC and a new Certificate Of Completion 2006 ICC/2005 NEC from the City of Wheat Ridge. Other I nspecfor 9 ator DL Engineering Inc, StruCtUral / CivH Engineering 2750 South Wadsworth Blvd. D-115 Denver, CO 80227 720-440-9450 d1emier@dlengmeer,corn wwwAlengineer,com • OF — A #4 bar extended out of the foundation for electrical grounding purposes, this rebar was tied to the lowest piece of horizontal rebar. This was located on the east wall near the middle. • Monolithic footing — There were two #4 rebar in the edge beam of the stab, (1) top and (1) bottom, They were lapped where they were not continues. If you should have any further questions, please feet free to contact me at (720) 413-8982 or dlemier@dlengineer.com. Property Property Owner r (please print }: Phone: 3 0 87,246 Property Owner Emit: Mailing Addres (if different than property address) Address. City, State, Zip: Complete all information on BOTH sides of this form # � r .+ � � Property Address: r Phone: _ . , Prope Owner Email Mailing Address: (if different than property address S FULF Stu's Gallons Amps Squares Other i 1 Building Division Valuation Property in the flood plain? _"_ If yes, add surveying condition FIB. �;l�;!i !I !I I I)INWIRI I I I - Accessory ISP, ILC or site plan none if in floodplain (FLD) New ILC and site plan yes (FND) if w/in 2' of setback (NRS) I if in floodr0ain (FID) Maximum Lot Coverage: --yic- % Existing Improvements: House: sq. Shed: sq. ft. DetachWgar�age sq ft. Other: Al sq. ft. Total Existing sq. ft Lot Coverage % Proposed Improvements: House/addition: Shed: sq. ft Detached Garage: sq. ft, Other: sq ft. Total Proposed sq. ft Lot Coverage % Required Setbacks: FR S S R_AO Provided Setbacks: FR S S R For additions or new construction, is the structure within 2 feet of minimum setbacks? If yes, add surveying condition FND Ac_cessNotes D For oneand two-family dwellings, the first 25 of driveway area from the existing e of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. LI For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots, * In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. * One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. I& For all uses, one access point per property is permitted. 211 SuRdft SaWy tr addffioml mqWmmnts. f + +{? + <f2Ll � \ 1 11 />�\ : .- ! \w, \� \ \ \ / \ / \\� w ;2Q » <>w2 «ew¥ Wrio n 6-T 100 S Md Cam=* e LM24 85.2 j"fir to AEfORdAbIE GARACEs�_ 177 W. Alameda Ave.- I IN M r sr Additional Work or GABLEA Reverse Gable Overhang jL - 4t oc Headers 4KA Rafters Hurricane Clips EM • Sianature 12 DET Pitch 4 11 Size :7k ATT ROOF-IHIPQ _L_ Overhead Door Size XL Cross Ties-Zh Siding King Studs Unde,rsjding Trim 7 Stu4l 4f�e� Service Door Comer Studs -�-T�-I�C—I. indoors_­�X Top Plates Apron_ Driveway-32 Concrete Retaining Wall Fill Garage Door 0 Additional Work or GABLEA Reverse Gable Overhang jL - 4t oc Headers 4KA Rafters Hurricane Clips EM • Sianature No one available for in p ctiow Time AM/PM Re-inspection re ird: Yes No When corrections have been made, call for re-inspection t 303-234-5933 Cate: Inspector, City of Wh6 Wd rte" u, ommuNiTy DEVELOPMEN 0 WNLIMI-vt =Z"IIAH['W=LWI Project Address: q V General Contractor: Phone #: Master #: Electrical Contractor /-? U-M. w Plumbing Contractor Company Name: 13.. iN-C-k C - 4 , Ph #: - - 3 - Cf' 7/ State License #:- / V/4 aster #: 1 VAeat Ridge License General Contractor: 0 IV, V , Electrical Contractor �~ ~°_.n_~. Master # - Mechanical Contractor Date Company Name: fhonC"., Wheat Ridge License #: Signature of Authorized Agent Date 07/01/2013 11:07 3034300359 ADVANTAGE ELECTRIC PAGE 01/01 Street. No work was done bv Advanta Electric. Inc. aitej t�mt, Please fm Shawn Howell President Advantage Electric. 1i JUL U 1 2W , #014444� / , , ADVANCED ENGINEERING CONCEPTS, INC. 384 Park Court (303) 814-2308 Castle Rock, CO $0104-1500 FAX (303) 814-2317 November 11, 2008 Melissa McMeel 4360 Jay Street Wheat Ridge, Colorado 80033 Subject: Roof Framing Observations Addition/Remodel 4360 Jay Street Wheat Ridge, Colorado Advanced Engineering Concepts, Inc. Job No. 08-0044 To Whom It May Concern: Michael L. Schneider, PE of Advanced Engineering Concepts, Inc. visited the subject site on November 11, 2008 to observe the truss roof framing for the subject site. The roof trusses were changed from the hip roofs indicated on the framing plan and details dated April 23, 2008, to gable ends. Based on observations during the site visit, the existing modified framing is adequate and no structural changes are required. If there are any questions or if further assistance is required, please call. A kk%DVANCED ENGINEERING CONCEPTS, INC. 384 Park Court Phone (303) 814-2308 Castle Rock, Colorado 80109 FAX (303) 814-2317 Melissa McMeef 4360 Jay Street Wheat Ridge, CO 80033 Subject: Foundation Observations Addition / Remodel 4360 Jay Street Wheat Ridge, CO 80033 Advanced Engineering Concepts, Inc. Job No. 08-0044 11 3911ANNIMIN 11 1 ;�Iiili;i� 9= 8 �jsj�� ADVANCED ENGINEERING CONCEPTS, INC. 384 Park Court (303) 814-2308 Castle Rock, CO 80104-1500 FAX (303) 814-2317 Melissa McMeel 4360 Jay Street Wheat Ridge, Colorado 80033 Subject: Joist Ledger Detail Addition/Remodel 4360 Jay Street Wheat Ridge, Colorado Advanced Engineering Concepts, Inc. Job No. 08-0044 To Whom It May Concern: Michael L. Schneider, PE of Advanced Engineering Concepts, Inc. reviewed the joist ledger detail used by the contractor for the subject addition on November 24, 2008. It is my understanding that the ledger used to attach the new joists for the addition to the 2 x 8 rim of the existing floor is a 1 3/4" x 9 1/2" LL. The ledger is attached with 3 rows of 16d nails at 16"o.c. and 2 rows of 3/8" diameter x 5" long lag screws at 16"o.c. staggered near the top and bottom of the ledger. The above ledger and connections are structurally adequate for the 8'-8"+ joist span at the addition. If there are any questions or if further assistance is required, please call. Michael L. Schneider, P.E. 0 /0 A IADVANCED ENGINEERING CONCEPTS, INC. 384 Park Court Phone (303) 814-230ir Castle Rock, Colorado 80109 FAX (303) 814-231 mff�� Melissa McMeel 4360 Jay Street Wheat Ridge, CO 80033 Subject: Foundation Observations Addition / Remodel 4360 Jay Street Wheat Ridge, CO 80033 Advanced Engineering Concepts, Inc. Job No. 08-0044 Trent Engebretson, El of Advanced Engineering Concepts, Inc. visited the subject site on June 4, 2008 to observe the foundation form work for the subject site. SRI I STEC M��tl � aogl��U` ������ol�ii /� i iii � i xu h'� " "�b�p����I `��' tl�� III '� Michael L. Schneider, P.E. FRECEIVED MAY 1 U 2013 City of Wheat Ridge To Whom It May Concem: CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: . ` • ~~7 ~'fL~~S Job Address/Permit Number: `A3~~ sr. O3c.;15<4 Aa?Raa~5 I? ❑ No one available for inspection: Time ~S AM/PM Re-Inspection required: Yes No .When corrections have been made, calf for re-inspection at 303-234-5933 Date: 4&15' Inspector: s` DO NOT REMOVE THIS NOTICE 114' CITY OF WHEAT RIDGE Building Inspection Division 400 (303) 234-5933 Inspection line INSPECTION NOTICE Inspection Type: SEC , -5;cIe ,'e6 Job Address/Permit Number: `/340 ,,1,4y OBoS 2G 6r/sbl ZZA- . s~sS /'~L /"14/ ❑ No one available for inspection: Time 3'YS AM/PM Re-Inspection required: L _No When corrections have been made, call for re-inspection at 303-234-5933 Dater 7% 7 Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line Fax 235-2855 Office ' (303) 235-2857 Fax (303) 235-2855 Office ' (303) 235-2857 Fax. INSPECTION NOTICE Inspection Type: i'r~G'. S~tlj~ Job Address/Permit Number: N3lo J'4eST: GS®S?G nr~!~ f,P~yvy7~6 sf~di~F DiSG~o.~.vf~rT ❑ No one available for inspection: Time 3,'oS AM/PM Re-Inspection required: Yes No `When corrections have been made, call ~for/re-inspection at 303-234-5933 Date: 11171e917 Inspecto~ s_ DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE ~ Building Inspection Division (303) 234-5933 Inspection line ~~JJ (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE 0 0ZZ Inspection Type: If !r=ri icy / t -5 IJic. Job Address/Permit Number: 360 ❑ No one available for inspection: Time AM/PM Re-Inspection required: es No 'When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspector r DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Q IV Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ZJ/8,, 42,E ' L ~ Job Address/Permit Number: 42oo5,24 xrs; 11 ,Qr`dJ~l//~EiWFn~TS £~.P Nr'~Exi /2Ca'!Ji ~/STf6g0 ,,2> 91r e12 Rz~Dr° osg s am ,v/PfuF~as rte.. e 12 ❑ No one available for inspection: Time //:i® AM/PM Re-Inspection required: No When corrections have been made, call for re-inspection at 303-234-5933 Date: $„LZ/.erg Inspector: DO NOT REMOVE THIS NOTICE 7.6"IJ4,1 R*71193.t .,A/: s+s - Yc ,r,,I B li A7 ' .n_.,._ , DA j i ~ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE 3 Inspection Type: RPZ6~4*_<,4RAjwE Job Address/Permit Number: 994e Jd-y ST ro z,: s2 mt/~SJ9 <~.drr,~n,Q e3oLYS s~~a~~~v o~ ~¢t! Frr r3 /,~s' w mvf! JS) ,t~~fCSsttJ d_lgi~F!X/6.On/ dtJr' T / Z s "6)r Date: $ FJ3 Inspector /i DO NOT REMOVE THIS NOTICE ❑ No one available for inspection: Time J/;Je AM/PM Re-Inspection required: Yes . No `When corrections have been made, call for re-inspection at 303-234-5933 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE r Inspection Type: ,(;P10, Job Address/Permit Number: >P >X.26 r .IS? arcfr~ e~~L~f2 Z 13Sr? O/< 5%. F-. 4f' jr s 0 s, E i7 ❑ No one available for inspection: Time AM/PM Re-Inspection required: es No When corrections have been made, call for re-inspection at 303-234-5933 Date: S B d S Inspector: _ ,12 DO NOT REMOVE THIS NOTICE ~ 4 ..... ~ ~ r CITY OF WHEAT RIDGE ~'r~.# Building Inspection Division JV (303) 234-5933 Inspection tine (303) 2;35-2855 Office' (303) 235-2857 Fax ,,'v "< INSP.ECTION NOTICE /0-1"" "." ~ .,.," - # Inspection Type: c5/'EL77?/G/L - /jydS'U Job Address/Permit N~,mber: .y?' 6CJ T~ ;:;;r ?~)(~ r=-~cA-C- .4P?>7 ~r:;: ;Jfi77 /k ~,,\) ff1;:;:;1J; ~/j. 0/-0 .G '.~ ."/ ,~ \,\ { , .- '/l/,;"!. _ .z;~ , Re-Inspection required: o No one available for inspecti AM/PM * When corrections have been roa Date: g;-h~~ Inspector: DO NOT REMOll ~ . ... ~ ~ r CITY OF WHEAT RIDGE ~yn Building Inspection Division JV' (303) 234-5933 Inspection line (303) 235-2855 Office' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address/Permit Number: _~("d. /Rn,7~ '/.-;'--:",";4;/<7-, r,790<2t. ..tLPl2n.If'O / . o No one available for inspection: Time //)' <;'( AM/PM Re-Inspection required: Yes ~ * When corrections have been made, call for re-inspection at 303-234-5933 /' Date: ht<<:~'i< Inspector:/;i;:: sr / DO NOT REMOVE THIS NOTICE -:,;':,T,;::'- ~~;r~'", __;;>"""':_',,<,.\1-\< H ...~ ~ r CITY OF WHEAT RIDGE pr;r~ Building Inspection Division IV' (303) 234-5933 Inspection line (303) 235-2855 Office' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ,~'nf}/'YJ;: Job Address/Permit Number: ~!':o ,/',4r cr .-?~o<;;{/- ;) H'EJC" A-II oj) dl r:;o/' j: 11 ,~ A'AJ """,/f' e>x./ C. r7' 'p1=/:! ;#/,'(/.,~~ 77) Lfr.=-r .....,M~ JI-~' J.//./o;/2t':VJF L/?S:/":J .-..... J.I.A-'~A!. S d"t/ ..,Jc/..? TO 1/0 ,/ M!..;'~/';'-'" i7'/)~ ~T A R$'h-,/..JE,.r;r ~ o No one available for inspection: Time II Re-Inspection required: Yes No AM/PM * When corrections have been made, call for re-inspection at 303-234-5933 Date: ?~ //J S Inspector: :zi-/ / DO NOT REMOVE THIS NOTICE .__,,_.._____....___.___ ,______.__._ _.._.__ ___.._.___.,____._~__ __u.___ _ __ ____ ---------.-. .-- - , , , .--_..-------- '--'-- ~ . .....,. ~ r CITY OF WHEAT RIDGE ?;r~ Building Inspection Division IV' (303) 234-5933 Inspection line (303) 235-2855 Office' (303) 235-2857 Fax INSPECTION NOTICE ,c.;; Inspection Type: /./ ~~/c:AL.~ JO.s:U Job Address/Permit Number: </.-~ b () ::::7'717 :;/, ----- n-L,/dt:... aE2pU~ -r~t I~ (~!:CbL- I -------, o No one available for fm)f)6t;t on: Time AM/PM Re-Inspection reqUired:(ves No I * When corrections have I\~e~ de, call for rf-insp.e. ction at 303-234-5933 / / - I' ,. Date: t:./z ?//?/" Inspector: :' 7 / \ I DO NOT REMOVE THI NOTICE ,-:1J .\ ! \". ~ j ...~ ~ r CITY OF WHEAT RIDGE ?;r~ Building Inspection Division !V' (303) 234-5933 Inspection line (303) 235-2855 Office' (303) 235-2857 Fax INSPECTION NOTICE .;. <- Inspection Type: /:/~cn?./r"'f ~P;1S'2.b Job Address/Permit Number: -f/3C:;~ -:[47 ~ ,I / -:;}I/. (;;".J 5"1 /;11 ,z:;;-n/t' 1ft JI~t/f() I" .' I LI No one available for inspec~lf11e Re-Inspection required: vesc;)'NO i * When corrections have been mad~, c I for '1.-inspection at 303-234-5933 Do'"' ,~~ <;/;;y 'OOP"O" II[{ " DO NOT REMOVE T~/5 OTlCE AM/PM ~.."",..~"i"'l!llN~l.__., ..,...,......h.~!WI~~JIJJI f . " ,. .....~~..~... City ofWbeat Ridge ~ Residential Addition PERMIT - 080526 PERMIT NO: JOB ADDRESS: DESCRIPTION: 080526 4360 JAY S'r 1024 sq ft addition; ISSUED: OS/23/2008 EXPIRES: relocate existing 294 sq ft garage. *** CON'rACTS ** * 720/940-3856 303/432-2669 303/456-6746 303/421-2161 Melissa McMeel Vince Vogel Kenneth E,Appelhans 01-8754 01-8754 Vince Vogel Construction 02-0746 APCO ELECTRIC, INC 01-7835 Blue Sky Plumbing owner gc sub sub ** pARCEL INFO ZONE CODE: SUBDIVISION: ** R-2 0394 USE: BLOCK/LOT#: r-3 0/ Permit Fee Plan Review Fee Total Valuation Use 'tax * * TOTAL * * ESTIMATED FEES 1,246,45 810,19 .00 1,703.12 3,759,76 PROJECT VALUATION: 94,617.60 ** FEE SUMMARY ** ~ Conditions: JS-Aprroved with review notes & red line notes/attachments I hereby certify that the setb~ck 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 at I aSsume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicabl. at idge Ordinances, for work under this ~t, Pla;;ect to field inspection, 51 date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State bf colorado and to the zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances bfthe City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one(l) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written:approvalon inspection card before proceeding with successive phases of the job. 6. The issuance o~ a permit>orthe approval of drawings and specifications shall not be construed to be a permit for, nor an apprbval of, any' vi ion of the provisions of the building codes or any other ordinance, law, rule or regulation. All plartrevie ectto field inspections. SignatureQfChie date INSPBCTIQN RBQUBST~INB, (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY, City of Wheat Ridge Building Division 7500 W. 291h Ave" Wheat Ridge, CO 80033 Office: 303-235-2855 * F~x: 303-235-2857 Inspection Line: 303-234-5933 Date: if Plan#: tJ9-o/l& Permit #: Building Permit Application Property Address: 41t; 0 --r;, y J~f-f. Property Owner (please print): M ~ I, r rl:> M r M "'.,./ Mailing Address: (if different than property address) Phone: 7-.J 0 - '140 - 3J>S"6 Address: ,...nn-.P Q..("" A~Ovr City, State, Zip: Contractor: ~/ Contractor License #: LJ f~ Vtn-c.. ~, /1 ,.. I. "",'/' I _.... i ~ ( b/i .., 4:. .. J :r. f u ::!! ~ 01 f 7)\ Phone: 10 '{ - <..E'{2 - k 7r Sub Contractors: Electrical CitY"kic)lqse #: Company: I-t~/ G-{) Exp, Date: Approval: Plumbing City License #: Company f3 (..vk-S ~ Exp. Date: Approval: Mechanical City License #: Company: Exp, Date: Approval: '13 D,O<g(P.z1 ~ -, Use of space (description): /2/';"'/, i-,' ,...., -k, ",,; r+..... Description ofw?rk: ),0""1' i.,c-/",d: ~ 1. 11. 6...~ M. ha..J-I-.. I. ''-'''r-t'''af-f ;,., 1:J Ii. ~ /iv, ~ Plan Review (dueattimeofsubrnittal):$ ,.-.0:".', e.*",.~ f It:v>d?,. .':;..."-;,:'3 ~"'~t>.Jf' +0 6... '" /0 ('A -It- tY w,.J:I....., JY"O,~~ry J. hl'.r I Sq, Ft./L,Ft added: IO.i 4 Squares BTU's Gallons rqiT: Construction Value: $ - (as calculated per the Building Valuation Data ,f' +- bel(,. , (029'1 SO'If j'<Au.aj') Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by aU conditions printed on this application and that I assume full responsibility for compliance with the VVheat Ridge Building Code (I.B.C) and all other applicable VVheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. C/RLCE ONE:: (OWNER) (CONTRACTOR) or PRINT NAME M Me M N I R) (CONTRATOR) Dale: 4jYI/ DJ> ZONING COMMENTS n, ,.11. ..:, q ZOning: 't" ,r q,' Reviewer: v! ' '" DEPARTMENT USE ONLY PUBLIC WORKS COMMENTS: Reviewer. BUILDING DEPARTMENT COMMENTS CfftU!b '5'/Zt/O&iD !-<:'T. ttl"l'L-kNo,j I'IA,,.,6 f\JT!tetAN~! Reviewer ~J r C eN' ;1'1A\-("'lNL I N fb ,~8fiJ 1Il.l'l') ;Y "!:o./.-.: ,f) ,". - -"" ~' t:: A--f, /l.avtf) ~\.JllH 4(ev/C,J Ntn---S .+- Rw . FIRE DEPARTMENT:: 0 approved wI comments, 0 disapproved 0 no review required City of Wheat Ridge Building Permit Submittal List The following items are required for the single- or two family building permit submittal fOf the property located at 4 ~ iJ D Tn v Ff-. If any of the required items are not included in the submittal, the submittal will be considered incomplete and returned immedfately without review. This sheet must be submitted with the building permit application. Please initial beside each required item, signifying that it has been included Review Required by: 0 Building o Planning o Public Works SUBMITTAL DOCUMENTS: Plans: -:M+fJrhree (3) full-sized (24" x 36") plans ~ll~tents of plans detailed in the Single- and two-family handout) - yellow heading (f;IfXThree (3) stamped sets of foundation plans. o Three (3) copies of a grading and erosion control plan. - 11 0'-1- ~9, ~ne (1) copy of a so its report. DOCUMENTATION: ~ne (1) completed building permit application. ~ne (1) property deed. ~ne (1) certified surveyor Improvement Location Certificate D Proof of utility availability (form provided by city). - hof- 1'-19. fflibne (1) building permit submittal list. r..._.-"! ':'c.(""""!" 10 , The following items are required for the commercial or multi.family building permit submittal for the property located at If any of the required items are not included in the submittal, the submittal will be considered incomplete and returned immediately without review. , . .., , If you had a pre-application meeting with Staff, you must submit the checklist you received. Otherwise, this sheet must be submitted with the building permit application. Please initial beside each required item, signifying that it has been included. Review Required by: D Building D Planning D Public Works SUBMITTAL DOCUMENTS: Plans: D Four (4) full-sized (24" x 36") plans (Contents of plans derailed in the Commercial & Multi-family handout) - pink heading D Two (2) copies of a final drainage report and plan OR Two (2) copies of a drainage letter and plan D Two (2) copies of a grading and erosion control plan D Two (2) copies of a traffic impact study OR Two (2) copies of a trip generation study DOCUMENTATION: DOne (1) completed building permit application. DOne (1) property deed. DOne (1) certified surveyor Improvement Location Certificate. D Proof of utility availability (form provided by city). DOne (1) building permit submittal list Page 1 of 1 John Schumacher From: sinfullygreen@gmail.com on behalf of Sinfully Green [Melissa@sinfullygreen,com] Sent: Sunday, May 18, 2008 6:55 PM To: John Schumacher Subject: 4360 Jay Street information John, Here is the information you have requested in regards to the furnace and hot water heater. Both will be used for the new addition, ' Natural Gas furnace- 75,000 BTU - 80,0 AFUE Natural Gas 50 gal water heater- 40,000 BTU We have also hired a general contractor. He will be stopping by the city to make sure he is on record there and will then supply you will all of the information regarding our subcontractors ie, names and license numbers, I think all is order as you requested, Please let me know if there is anything that I may have missed, We are really looking forward to getting our permit. Do you think it will be issued mid-week like you expected? Thank you so much again for taking the time to talk with us last week, We really appreciated your input and assistance, Melissa McMeel 720,940.3856 cell 5/20/2008 i ..,' i City of '~WheatB49ge _~OMMUNITY DEVELOPMENT Memorandum TO: Building Department, Melissa McMeel (property owner) FROM: Meredith Reckert DATE: May 7, 2008 SUBJECT: Building permit 08-0116 In regard to the building permit application for home addition at 4360 Jay Street, please provide the following information: 1, Site data breakdown showing the amount of lot coverage in square footage and percentage of the total site for the following categories: building coverage, hard surfaced coverage and landscaped coverage, 2, Please show the proposed driveway location and material. 3, The proposed relocated garage is required to have 10' setbacks on both the sides and rear. The garage as proposed has only a 5' setback on the north side, Once the above items are addressed, the planning portion of the permit can be approved, () v. J1K (' .:, V>' ~ liri'fl s< ~:.., bl'-^'2- . . '. , _, City of '~Wheat~dge ..KOMMUNllY DEVELOPMENT Memorandum TO: Building Department, Melissa McMeel (property owner) FROM: Meredith Reckert DATE: May 7, 2008 SUBJECT: Building permit 08-0116 In regard to the building permit application for home addition at 4360 Jay Street, please provide the following information: I, Site data breakdown showing the amount of lot coverage in square footage and percentage of the total site for the following categories: building coverage, hard surfaced coverage and landscaped coverage. 2, Please show the proposed driveway location and material. 3, The proposed relocated garage is required to have 10' setbacks on both the sides and rear. The garage as proposed has only a 5' setback on the north side, Once the above items are addressed, the planning portion of the permit can be approved, 1. Site Data Breakdown Building: 2341 sf 20.08% Hard Surfaced: 371 sf 3.18 % Landscaped: 8949 sf 76.74% Total Lot 11661 sf 100 0/0 2. There will be no installation of a new driveway. We will be using the existing concrete drive, minus 112 sf, until a new garage is erected at a future date. 3. The relocated garage, which will be used as storage instead of a functioning garage, will have the required setbacks of 10', on both the north and east sides. Our contractor has been informed of this change. Address:_43t:.o ,,1f"J'1 S+, Zoning: 'R - "- Residential Worksheet Lot Size: I ~ ,(" 1\ sq, ft, C?,Y 0 <> ""'0'\ -+--'1) Property in the flood plain? N Q Lot Width: ';'1 <; , ~ ft, Maximum Lot Coverage: 40 % ::t-ol(4 sq, ft, Proposed Improvements: House: Addition to House: Shed: Detached Garage: tcz..<.. l c; /:...-{ sq, ft, sq, ft, sq, ft, sq, ft, Existing Improvement(s): House: sq, ft, Shed: sq, ft, Detached Garage: Other: sq, ft, sq, ft, ''''2-<, 'i % ~:'3'-lL/ sq, ft, Proposed Lot Coverage: (Total) , ",>, 3 t\-v u. 'iJe- ''''0 I Required Setbacks: FR -=> Provided Setbacks: FR ~'3' si6iOsl;' R 10 S I 13 4~("' 2.-'" . R S Maximum Size: sq, ft, Maximum Height: -3<;' (2.: Proposed Height: ft, ft, Proposed Size: sq, ft, Access Notes For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width, One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. For all uses, one access point per property is pennitted. Landscanin\! Notes For one-and two-family dwellings, one tree for every 70 feet of street frontage is required, 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of e.O. Street trees required: Street trees provided: Jo-.--"Jb({ ...'--U'~ {O' <j...:.kk'"",...J'-.. iIV'\. ~!U. '" /V.-OA.... DATE 01/07/2008 FEE 200,00 JOB# 08-04 CLIENT MELISSA MC MEEt LAND SURVEYING 5460 WARD ROAD . SUITE 160 ARVADA. COLORADO 80002 (303) 420-4788 IMPROVEMENT LOCATION CERTIFICATE ADDRESS 4360 JAY S'l'RliiE'l' NAME MC MEEL Attn: MELISSA LEGAL DESCRIPTION r- {PERCUvm I SEE A'l''l'ACHED LEGAL DESCRIP'l'ION I L -.J Note: AD ImproVlllllOlll Survey Plat is _DCDdcd. N Scale: 1 "=30' 4' 0' ~"" .I .,,"l , ...' ,," J' LOT 30 ! I I LOT 24 ! Portion oCLot 31 ~ LOT 23 6SxlO' MetalSbed \60,3 1S.l 85.2 LOOl LOT 19 Existin8 p""", (Approx.) LOT 20 ------- On the basis of my knowledge, information and be' MELISSA Me MEEL or Improvement Survey Plat, and that =:J:J- Sc::::l!-. I, 7, Zoo Hayden, L.S, 27268 connections, are entirely within th described premises by Improveme NOTE: SURVEY IS DRAWN USING PLATTED ANGLES OR BEARINGS AND DIMeNSIONS Robert E, Port, L.S.~ 1 or Ro . ':1\ I~ -.. .-~' ~~~ ~ .r'O~ ...... (\ ";) :$:- ~~ A I b. ~l\'> H"'~ 'l'fl/1!IIImn\\\\\\' 4360 Jay Streat, Wheat Ridge, Colorado 80033 Countyof Jefferson . and State of Colorado . the foUowm, real property, in the County of Jefferson and State of Colorado, to wit: Lot, 31, Ingalls Terrace Subdivision, except that part of said Lot described as follows: Commencing at a point on the South line of said Lot 56 feet East of the Southwest corner, thence West 56 feet to the Southwest corner said Lot 31, thence North 101.6 feet along the West line of seid Lot, thence Southeasterly to the point of beginning, Jefferson County, Colorado. III J IL IH t II:: It HilL UI ili;:II: J f' 1" t (. " ," ~'. 'j I) f J t Y , F :1;0.00 D $0.00 ~UIT AM page(s) COlorado :1[}C';;004972 ~4!13!2005 11 :~~:43 'Countyof Jefferson and State of d-! .: '" Grantor(s) The McMe,el,tiv:l,~~. Trust . ~ ~ '., whose address is 4360 Jay Street Wheat Ridge, CO 80033 Colorado , for the consideration of Ten Dollars and other valuable consideration -------------------- Dollars, in hand paid, hereby sell(s) and quitclaims(s) to Melissa Ann McMeel Grantee(s), whose address is 4360 Jay Street, Wheat Ridge, Colorado 80033 County of Jefferson , and State of Colorado , the following real property, in the County of Jefferson and State of Colorado, to wit: Lot 31, Ingalls Terrace Subdivision, except that part of said Lot described as follows: Commencing at a point on the South line of said Lot 56 feet East of the Southwest corner, thence West 56 feet to the Southwest corner said Lot 31, thence North 101.6 feet along the West line of said Lot, thence Southeasterly to the point of beginning, Jefferson County, Colorado. II also known as street and number: 4360 Jay Street, Wheat Ridge, Colorado assessor's schedule or parcel number: with all its appurtenances *by Agreement dated June 27, 2003 Signed this 12th day of April ,2005 ' ~~-' rA~ issa An; -McMe"el, cce Bar Trustee of Thp MrMppl TilTing TrllQr- STATE OF COLORADO )ss County of Jefferson The foregoing instrument was acknowledged hefore me this 13th by Melissa Ann McMeel, Successor Trustee of The McMee~,~~J+ng Trust day of April , 2005 :,' ,",Y:,:: ""'.', .~;.. ~ .:~.. .;. ':'.1~)~ ~.t~.~...,.~,.~..~"... ... *, / ~I"",,:r.., .... ',,~,~t' .... ~ . '....J. '"'.\....: .~.,. <:'~.~,'.-: : ;{" . ,'-. ... '-" *Insert "City anl;1':,:,if.~pPti~~61~};" - '..1" ~..~ lo".:.' _ "-"'IT ~~~''''''' ~,:' '..~ ... _, _, . . " "'.~ zto 1.._._ ~..._'..-~_._.... """:<,, .".N';une and Address of Person Creat ,If",-:':_':: ;,:' "~ 1~'i;..,:!1;~:": .~~~-~,--L)^-^_~,- " "c-- -.-___'~,.~.;:':;.-5..---+---- Witness my hand and official seal, My commission expires: T vun FAYE aID'nN n'~'.FPF.'rJ"~ CO XN~~ u~=-~=-- No. 898. Rev. I-OS. QUITCLAIM DEED (Short form) Bradford Publishing, 1743 Wazee St., Denver, CO 80202 - 303-292-2500 - www.bradfordpublishing.com-2-05 i illl!llll!i Illil 11111 liillllll! IIIIIIIIIIIIII! I111II1111111 ~: g : gg 2005004971 STAUTH 04/13/2005 11:44:43 AM 1 Page(s) Jefferson County, CoLorado STATEMENT OF AUTHORITY \j 1. This Statement of Authority relates to an entity' named The McMeel Living Trust and is executed on behalf of the entity pursuant to the provisions of Section 38-30-172, C.R,S, 2, The type of entity is a: o corporation o nonprofit corporation o limited liability company o general partnership o limited partnership o o registered limited liability partnership o registered limited liability limited partnership o limited partnership association o government or governmental subdivision or agency lP trust (Section 38-30-108.5, C.R,S,) 3, The entity is formed under the laws of the state of Colorado 4, The mailing address for the entity is 4360 Jay Street Wheat Ridge, Colorado 80033 5, The n name, 0 position of each person authorized t~ execute instruments conveying, encumbering, or otherwise affectmg title to real property on behalf of the entity IS Melissa Ann McMeel, .. Successor Trustee of The McMeel Living Trust . 6,2 The authority of the foregoing person(s) to bind the entity is R not limited 0 limited as follows: 7, Other matters concerning the manner in which the entity deals with interests in real property: n/ a Executed this 12th day of April ,20~, ~nI2!a.,llPf (J STATE OF COLORADO Melissa Ann McMeel, Successor Trustee of The McMeel Living Trust County of Jefferson ) ss The foregoing instrument was acknowledged before me this 13th day of April by Melissa Ann McMeel, Successor Trustee of The McMeel Living ,_1 ri 2005 Trus't -. Witness my hand and official seal. My commission expires: T eJun .F,'....~~' ."y .. -~....".. ". ,r<'! '.... ...~.. ...,; ".. -,.\." H-{' "... ," "> -i' .;.. r~ -......... .'OJ' "". ~ ]i~ lThis form should not be used unless the entity is capable of holding title to real property. 2The absence of any limitation shall be prima facie evidence that no such limitation exists. 3The statement of authority must be recorded to obtain the benefits of the statute. ..,,-.; >:.."...;' ...... -. "'. ,''',. .' ~~... ' No. 1112. Rev. 8-01 . " STATEMENT OF AUrnORITY __ _.. ~ ' . Bradford Publishing, 1743 Wazee St., Denver. CO 80201- (303) 292-1500 - www.bradfordpublishing.com - 8-(}4:,;~:,),~;:-..:. :mo,' . ~" ~;;.,'"' <.''''';' 6118/02 rh Building Guide Colorado Chapter of the International Code Council How to Use this Guide Provide two sets of plans and complete the following: 1 Complete this Building Guide by filling in the blanks on page two and three, and indicating which construction details will be used, 2 Provide 2 Plot Plans (site plan) showing dimensions of your project or addition and its relationship to existing buildings or structures on the property and the distance to existing property lines, drawn to scale. a fill OUla building permit application.. The majority of permit applications are processed with little delay. The submitted documents will help determine if the project is in compliance with building safety codes, zoning ordinances and other applicable laws. The Colorado Chapter of the International Code Council is a professional organization seeking to promote the public ' hea~h, safety and welfare to building '. construction, We appreciate your feedback and suggestions, To obtain a master copy of this building guide, please write to the Colorado Chapler of the International Code Council, P,O, Box 961, Arvada, CO 80001, This handout was developed by the Coiorado Chapter of the International Code Council as a basic plan submittal under the 2000 International Residential Code, It is not intended to cover all circumstances, Check with your Department of Building Safety for additional requirements, City of 'Wfieat 'RJd'ae !}JuiJd[TlfJ tDivisWn 7500'W 29"' )lv" 'ViIIi,at'1l..idg', CO 80033 (303) 235-2855 1 6118102rh Single Family Residential One Story Detached Garage , Directions ~ ~..., ~:~;,CO~~ I 1. Fill in the blanks on pages 2 and 3 with dimensions and materials which will be used to build the structure, Please print legibly, 2, Indicate In the check boxes on page 3 which detail from page 4 will be used, Note: Heated garages may require special provisions, Locate and detail bracing Indicate rafter or truss direction o lllarage Is heated ~Garage Is not heated Show door and window header sizes and location and size of landing in front of door C ,.,' m;'~m ro~"'..'" ") Floor slope Note: If roof trusses or rafters bear on header, special header design may be required I. Double 2x4 or 2x6 trimmers each ______ end of overhead door header '-...,.. Garage door opening .~ Garage door opening width 9,. I }=-I, ,I Dimension* * 2' 8' minimum, with plywood sheathing on outside of entire wall Dimension*..::LK with hold downs, If less than 2' 8", engineering may be required, This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2000 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. 2 6118J02rh Single Family Residential One Story Detached Garage Note: For roofs with slopes between 2:12-4:12, follow manufacturer's instrustions for low slope application of roofing material. " v " Sheathing I '" l.:i &: (example: '/2" exterior plywood) o Truss or 2x.k.rafters spaced~n O.C. (example: Putcheckmark In box-or. 2 x 10 Rafters Spaced 24" O.C.) Minimum 1x--"&-ridge board (example: 1 x 12) Roof covering ~ ~ .,. A E" (example: Class A 3 tab shingles) Underlayment I ... p..~ '. ;;: (example: 1 layer 15# felt) Provide roof tie downs and solid 2x blocking between rafters (2x12 or greater) 12 " pitch I ~ ., I.) j,. Ceiling Insulation rJ A (If heated. 9X8.mple: R-38) 2x 4 ceiling joists @'~O,C, (example:2xB fJ 24"O.C.) Double 2x~top plate (example: 2 x 6) Span I ~ I ~ \I (example: 23' 5") Note: pre-engineered roof trusses w/truss clips and hardened nails may be used in lieu of roof structure shown, Ceiling height-2E'r (example: 8? Diagonal wind bracing or plywood shear panels @ corners and each 25' of wall. Siding L PI -p (example: fap or 7-111) ..""..,.........."..,. ,~ I' Wall sheathing '\'o<MlDK (example: '/2" exteriorplywood) . ....... " " " , . . ........,..'.. 2x-=Lstuds @<;Hll0.c. (example: 2 x 6 @ 24" O.C) , . . : , .' ,,' .' ....... Cont. 2x.!:Lsill plate (example: 2 x 6) , ' Walllnsulation~ (ff heated. example: R~19 F1berg1sss Batts) D..Foundatlon Detail A I<f Foundation Detail B (see page 4) Footing size1x J 0 (example: 8" x 16") This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2000 International Residential Code. It is not intended to cover all circumstances, Check with your Department of Building Safety for additional requirements. z;.-A. ~r- {,Xi r:J.:.JJ y~r-~r .;.., I. f> ""/~U'4 *"d w;-I-/-."~ 1'1'<0 ,"'.... -Iy h #<... r ~ .l'r'.J..6~ r 3 6118102rh I Single Family Residential One Story Detached Garage Finished grade 1j," x 10" steel anchorbo~s6'-O' Q,C, max" 7' min, penetration max, t 2" from corner Lap siding over foundation a and 12' from each end of plate, minimum of 1', ? r Bottom plate shall be min, 8" above grade, or be ~ J treated wood or decay resistive wood 6" min, !{\~;;S:J..;;,'~;:;:':'r~I!"^'1"",:}~Ij;'( 3 1j," Minimum Concrete Slab '".., .'"",'/ I ~);.ff'::: ~ ~-r Note: Check with local building department for swelling soils, Caissons may be required, #4 rebar min, cant. top & bottom '12' x 10' steel anchor bo~s 6'-0' Q,C, max" 7" min, penetration max, 12" from corner and 12' from each end of plate r Bottom plate shall be min, 8" above grade, or J be treated wood or decay resistive wood 36"min, :t~..' ~): :':~: ::;i;~\i: r::t:*,c'Alr"''()':~"IF;';' 3 '12' Minimum concrete slab ,d, \-. F'b b d " ' t ",,'',;...",'', I er oar expansion JOin ;;"'1':, ~~:,I',~;; :':;)i'I:~:'; ,1",', ;"~' ;XF:: l}G{;,::; ;})):'I;;:~: Provide #4 rebar vert, @ 4'-0' Q,C, insert rebar into concrete footing or key way Finished grade Nole: Check with iocal building department for swelling soils, Caissons may be required, ,:.{",I:"~ '; :j.':\i:.e' ,),';:;.."1" 3' #4 rebar min, continuous top of stemwall & at footing This handout was developed,by the Colorado Chapter ,of the Intetrl8llomll'o6de Coone"' ks'a baSic plan !l5bmittal'{jna~~ the 200~ In,t\l'tmii9nlll R.('i,.iilo;od~,.!l~s nol VlteDged to cover all CircuinstaJres. Check with your Department of . ,,' - , Buna~9a:iety~.ad ifiona~~ementr": ....-,.\ ,.,.,!'" . " ~ 4 Sample Site Plan Proporty Lino --... I ~._._'-._.-"r'-'-'~'-'-'-"f-'-'-' . J. . ~ Foot ! I \l . " Iu- , I t Garago or Carport or Shod NORTH Scalo: 1"=_ ~. , " I :S .~ I ~ . e I "- . I I ,. I " I , II '1 L10t .quaro footago of &1. EXISTING and PROPOSED otructur06 located on tho proporty, HOUSE '" ~ :> 't: C> ~ Setback Sldo Setback . I , I I . I . "T" "" " ~ tn ., .:' e u- . , .----------- SIDEWALK / '" STREET - . . - . . - . . - . . - . . - . . - . . - . . - . . - . . - . . - . . - . . - . . - ',' - ." - ~ . - Property appraisal system Page 1 of2 Property Information PreyjQ!J~ 14 OF 22 N~~.t ,- GENERAL INFORMATION Schedule: 024952 Status: Active Parcel 10: 39-243-02-017 Property Type: Residential PrinLH.eJp Property Address: 04360 JAY $T WHEAT RIDGE CO 80033 5022 Mailing Address: SAME ADDRESS AS PROPERTY Neighborhood: 2405 - BARTHS, COULEHAN GRANGE, WHEAT RIDGE AREA Owner Name(s) MCMEEL MELISSA ANN PROPERTY DESCRIPTION Subdivision Name: 379000 - INGALLS TERRACE Block ILot IKey (Section lTownship (Range QuarterSection Land Sqft 10031 100A -f24 13 169 SW 17611 Total 17611 Assessor Parcel Maps Associated with Schedule map39c243,pdf Graph.i~__P<3;rceIMap .M.9pQuestlocaUQD PROPERTY INVENTORY Property Type RESID Design: Ranch Year Built: 1953 Adjusted Year Built: 1953 Improvement Number: Item Quality No, MAIN BEDROOM 3 FULL BATH Average 1 Areas Quality Construction Sqft FIRST FLOOR Average F 1026 COVERED PORCH Average 194 DETACH GARAGE Average F 294 SALE HISTORY Sale Date Sale Amount Deed Type Reception 12-08-1986 0 Quit Claim Deed CONVERO 1 04-21-1988 0 Death Certificate 88037487 05-23-1997 0 Bargain Sale Deed F0418426 06-27-2003 0 Warranty Deed F1792919 04-12 2005 0 Quit Claim Deed 2005004972 http://www.co.jefferson.co.us/ats/displaygenera1.do?sch=024952&offset= 13 5/6/2008 Proputy appraisal system TAX INFORMATION 2008 Payable 2009 Actual Value Total 193,350 Assessed Value Total 15,400 2007 Payable 2008 Actual Value Total 193,350 Assessed Value Total 15,400 Treasurer Information Page 2 of2 View Mill Levy Detail For Year I 12008 ] 12007 ]1 200B Mill Levy Information Tax District 3139 County TBA School TBA WHEAT RIDGE TBA REGIONAL TRANSPORTATION OIST, TBA URBAN DRAINAGE&FLOOD CO NT DIST TBA URBAN DRAINAGE&FLOOD C SO. PLAT TBA WHEATRIDGE FIRE DIST. TBA WHEATRIDGE SAN, DIST, TBA WHEATRIDGE W. DIST TBA Total TBA bttp:/ /www.co.jefferson.co.us/ats/displaygeneral.do ? sch=0249 5 2&0 ffset= 13 5/6/2008 SOIL AND FOUNDATION STUDY FOR PROPOSED MCMEEL RESIDENCE ADDITION 4360 JAY STREET WHEAT RIDGE, COLORADO PREPARED FOR MS, MELISSA MCMEEL 4360 JAY STREET WHEAT RIDGE, COLORADO 80033 APRIL 11, 2008 PROJECT NUMBER 080170 2180 South Ivanhoe Street, Suite 5 Denver, Colorado 80222-5710 W\NIN ,agwassenaar .com Phone 303-759-8100 Fax 303-756-2920 SOIL AND FOUNDATION STUDY Proposed McMeel Residence Addition 4360 Jay Street Wheat Ridge, Colorado April 11, 2008 PURPOSE This report presents results of a soil and foundation study for the proposed addition to be located on the south side of the existing residence at 4360 Jay Street in Wheat Ridge, Colorado, The study was made to assist in determining design criteria for planning, site development, foundation systems, slabs-on-grade and drainage, Factual data gathered during the field and laboratory work is summarized on Figures 1 through 4, attached, Our opinions and recommendations presented in this report are based on the data generated during this field exploration, laboratory testing, and our experience with similar type projects, SUMMARY AND CONCLUSIONS 1, The subsurface materials encountered consist of approximateiy 3 inches of sod overlying clayey sand to a depth of 5 feet. Sandy clay was encountered beneath the sand to a depth of 18 feet underlain by 4 feet of weathered claystone, Sandstone bedrock was encountered at a depth of 22 feet. Ground water was measured at 3 feet below the existing ground surface during this study, 2, Special construction considerations are necessary for site development because of the high ground water and unstable surface soil conditions, 3, Fill of unknown quality may be encountered during construction, This fill should be removed from beneath structural areas of the site, Soil and Foundation Study Project Number 080170 A. G. Wassenaar, Inc. 1 Ms, Melissa McMeel Residence Addition, 4360 Jay Street April 11 , 2008 4, The structure may be founded on spread or pad-type footings bearing below frost depth upon the rock stabilized soils, 5, Slabs-on-grade placed on the natural undisturbed soil will require special consideration because of the low risk of slab movement. 6, An extensive perimeter subsurface drainage system should be provided around the lowest below grade areas, 7, Additional recommendations contained in this report should be followed, PROPOSED CONSTRUCTION We understand the proposed addition will be a single story structure with a crawl space, Construction materials, as planned, will consist of wood frame with masonry veneer walls supported upon a reinforced concrete foundation, We do not anticipate foundation loading to be unusual for this type and height of construction, The approximate location of our test boring is shown on Figure 1 and our assumed floor level is shown on Figure 2, If the actual floor level varies by more than 1 foot from that shown, the recommendations contained in this report should be reviewed by this office, SITE CONDITIONS The site is occupied by an existing single story residence in an established neighborhood, The existing garage is to be completely removed prior to new construction, Vegetation consisting of irrigated grass, bushes, and trees surround the existing residence, The ground surface slopes gently to the northwest. No bedrock outcrops were observed on the site, A small fountain/pool is located in the backyard, Soil and Foundation Study Project Number 080170 A. G. Wassenaar, Inc. 2 Ms. Melissa McMeel Residence Addition, 4360 Jay Street April 11 , 2008 FIELD EXPLORA TlON Subsurface conditions were explored by drilling one test boring at the approximate location indicated on Figure 1, The boring was advanced using a 4-inch diameter, continuous flight auger powered by a CME 55 drill rig, At frequent intervals, sampies of the subsurface materials were obtained using a Modified California sampler which was driven into the soil by dropping a 140- pound hammer through a free fall of 30 inches, The Modified California sampler is a 2,5-inch outside diameter by 2-inch inside diameter device, The number of biows required for the sampler to penetrate 12 inches and/or the number of inches that the sampler is driven by 50 blows gives an indication of the consistency or relative density of the soils and bedrock materials encountered, Results of the penetration tests and locations of sampling are presented on the "Exploratory Boring Log", Figure 2, Ground water measurements were made at the time of drilling and subsequent to drilling, LABORA TORY TESTING The samples obtained during drilling were returned to the laboratory where they were visually classified by a geotechnical engineer, Laboratory testing was then assigned to specific samples to evaluate their engineering properties, The laboratory tests included one swell-consolidation test to evaluate the effect of wetting and loading on the selected sample, The results of the swell- consolidation test are presented on Figure 3, One gradation analysis and Atterberg limits test was conducted to evaluate grain size distribution and plasticity, These results are presented on Figure 4, In addition, one representative sample was tested for water soluble sulfates, The test results are summarized on Figure 2, Soil and Foundation Study Project Number 080170 A. G. Wassenaar, Inc. 3 Ms. Melissa MeMeel Residence Addition, 4360 Jay Street April 11, 2008 SUBSURFACE CONDITIONS Our test borings indicate the subsurface materials encountered consist of approximately 3 inches of sod overlying loose, moist to wet clayey sand with clay lenses to a depth of 5 feet. Stiff, moist to wet sandy clay was encountered beneath the sand to a depth of 18 feet underlain by 4 feet of stiff, moist weathered claystone, Very hard silty sandstone bedrock was encountered at a depth of 22 feet below the ground surface, Ground water was measured at a depth of 5 feet at the time of drilling and at a depth of 3 feet when checked eight days after drilling, A more complete description of the subsurface conditions is shown on Figure 2, SITE PREPARA T10N FOR FOUNDA T10N CONSTRUCTION At the time of our study, the water table was located approximately 3 feet below the existing ground surface, This is at our assumed footing subgrade level. It is very likely that during excavation for the foundation system, ground water may be sufficiently close to the surface to result in soft, rutting, unstable soils which will not be suitable for support of the proposed construction, If soft, rutting soils become a problem, either soil stabilization or a combination of dewatering during construction and stabilization with rockfill will be necessary, Site preparation for the foundation system for the proposed addition may be accomplished by excavating the site to 1 or 2 feet below the proposed bottom of footing a distance of at least 2 feet beyond the edge of the footing, Our office should be contacted to observe a proof-roll of the foundation system subgrade in order to determine the required limits of overexcavation. The soft, rutting soils should then be stabilized by placing 6-inch minus crushed rock or an equivalent material, which should be evaluated by our office prior to use, The material should be placed in approximately 8- inch loose lifts and rolled into the underlying soft or loose soils, This procedure should be Soil and Foundation Study Project Number 080170 A. G. Wassenaar, Inc. 4 Ms. Melissa McMeel Residence Addition, 4360 Jay Street April 11, 2008 observed by a representative of our firm and should continue until a front-end loader with loaded bucket, or equivalent, can be supported on the rock fill with no significant deformation, Subsequent gravel layers should be placed accordingly until foundation elevation has been obtained, In some cases, the placement of a biaxial geogrid or a stabilization geotextile has helped to provide a stable surface while reducing the amount of gravel required, The existing garage is to be razed, All foundation elements must be removed from the site, Any other below grade appurtenances encountered should also be removed, Any fill encountered during construction should be considered to have not been placed as fill capable of supporting a structure, Unless documentation is available for the fill which verifies proper placement and compaction, the fill should be removed prior to placement of new fill, structures or flatwork, If new fill is required in these excavations, it should be placed and compacted as described under "Fill Placement", FOUNDA TION RECOMMENDA TIONS The proposed structure addition may be founded on conventional spread or pad-type footings bearing below frost depth upon the natural, undisturbed soils, or on properly rock stabilized soil. As discussed previously, any existing fill should be removed from beneath the foundation prior to footing construction, Footings should be designed for a soil bearing pressure not to exceed 1,200 pounds per square foot (psf), The following design criteria should also be observed: Soil and Foundation Study Project Number 080170 A. G. Wassenaar, Inc. 5 Ms. Melissa McMeel Residence Addition, 4360 Jay Street April 11, 2008 1, Footings should be proportioned as much as practicable to reduce differential settlement. Spread footings should be a minimum of 20 inches in width, Pad footings should be a minimum width of 24 inches, 2, All soft or disturbed bearing soils or existing fill should be removed beneath footing areas and replaced with properly compacted fill prior to concrete placement. Fill placement should be tested to verify the adequacy of fill compaction, Fill placement procedures are discussed in the "Fill Placement" section, 3, Excavations for the new addition should not undermine or overload the existing foundation system, We recommend new excavations not intersect a line drawn on a 45 degree angle down and away from the bottom edge of the existing foundation system, 4, We should be called to observe all footing excavations prior to placement of concrete to verify suitable bearing materials, The proposed addition will be adjacent to an existing structure, There is a possibility of differential movement of the structures when this occurs, especially when the original structure has existed for years, We recommend the structural details allow for differential movement between the existing structure and the addition, CRAWL SPACE CONSTRUCTION The crawl space ground surface should be sloped to the perimeter drain system, Trenching or dishing out of the crawl space is not recommended unless a drain system is placed in these areas in such a manner to facilitate drainage, The recommended clearance from the crawl space ground surface to the engineered floor system should meet applicable codes as well as be increased by the recommended foundation void height. In addition, all plumbing lines should be isolated from Soil and Foundation Study Project Number 080170 A. G. Wassenaar, Inc. 6 Ms. Melissa McMeel Residence Addition, 4360 Jay Street April 11, 2008 the ground surface or foundation walls by at least the height of the previously recommended void thickness, During construction, the crawl space area should be checked for standing water or very moist conditions, construction debris, and other deleterious materials, If these conditions exist, the area should be evaluated and mitigated, as necessary, Crawl space areas should be constructed with consideration given to proper ventilation and moisture management. Provisions such as the installation of a vapor retarder should be utilized to reduce the amount of moisture (humidity) in the crawl space air, The Client and any future Owner should be aware that crawl space areas are subject to various air quality issues, A consultant specializing in ventilation and air quality control should be contacted to provide any additional recommendations, Such recommendations are beyond the geotechnical scope of this study, The environmental division of A. G, Wassenaar, Inc, is capable of providing such services, Refer to "Homeowner's Guide To Moisture Management" by Tri-County Health Department (Brochure Number S-323) for additional information, FILL PLACEMENT Where fill soils are necessary under structural elements such as interior slabs, foundations, exterior flatwork, etc" the on-site, inorganic materials may be used, The soil should be placed in 8-inch loose lifts, within -1 to +3 percent of optimum moisture content, and compacted to a minimum of 95 percent of Standard Proctor maximum dry density, according to ASTM D 698 for A-6 to A-7-6 soils, For all other soil types, the soils should be placed within -2 to +2 percent of optimum moisture content and compacted to a minimum of 95 percent of Modified Proctor maximum dry density according to ASTM D 1557, All topsoil, existing fill, and soil containing Soil and Foundation Study Project Number 080170 A. G. Wassenaar, Inc. 7 Ms. Melissa MeMeel Residence Addition, 4360 Jay Street April 11, 2008 organic material should be removed beneath foundations and slabs, Off-site material considered for fill beneath structural elements should be evaluated by this office prior to importation, SURFACE DRAINAGE The wetting of foundation soils and/or bedrock materials which causes heave may be reduced by carefully planned and maintained surface drainage, The following recommendations should be implemented during construction and maintained by the Homeowner after the addition is completed: 1, Excessive wetting or drying of the open foundation excavation should be avoided as much as practical during construction, 2, The ground surface surrounding the exterior of the foundation should be maintained in such a manner as to provide for positive surface drainage away from the foundation, At completion of construction, we recommend a minimum fall away from the foundation of 6 inches in the first 5 feet. This slope should be continuous across the backfill zone, 3, Backfill around the foundation should be moistened and compacted in such a manner as to reduce future settlement. Areas which settle should be filled as soon as possible in order to maintain positive drainage away from the foundation, 4, If lawn edging is used around the exterior of the foundation, it should be constructed in a manner to prevent ponding of surface water in the vicinity of the backfill soils, 5, All drainage swales should be constructed and maintained a minimum of 5 feet away from the foundation on side yards and 15 feet away from the foundation on back and front yards, Drainage swales should maintain a slope of at least 2% off Soil and Foundation Study Project Number 080170 A. G. Wassenaar, Inc. 8 Ms. Melissa McMeet Residence Addition, 4360 Jay Street Ap.iI11, 2008 of the lot. Swales must not be blocked by fences, landscaping, paths or other homeowner installed items, 6, Roof downspouts and drains should discharge beyond the limits of foundation backfill. 7, Watering adjacent to the foundation should be reduced as much as practical. Landscaping which requires excessive watering should not be located within 5 feet offoundation walls, Main sprinkler lines, zone control boxes and drains should be located outside the limits of the foundation backfill. Sprinkler heads should be positioned such that the spray does not fall within 5 feet of foundation walls, 8, Plastic membranes should not be used to cover the ground surface immediately surrounding the foundation, These membranes tend to trap moisture and prevent normal evaporation from occurring, We recommend the use of a weed suppressant geotextile fabric, SUBSURFACE DRAINAGE As discussed previously, the level of the water table was measured at 3 feet below the existing ground surface 8 days after drilling, This is at our assumed foundation level at the time of this study, During wetter seasons or wetter years, the water table may rise a foot or more depending on post-construction site conditions, Therefore, the foundation level should be established as high as practical to reduce pumping of ground water, The foundation walls should be waterproofed and a subsuriace drainage system provided. The drainage system should be constructed in accordance with details shown in attached Figure 5, If a sump pit is installed, it should be monitored for water accumulation and proper operation, The water level in the sump pit should not be allowed to rise above the foundation drain inlet pipets), Soil and Foundation Study Project Number 080170 A. G. Wassenaar, Inc. 9 Ms. Melissa MeMeel Residence Addition, 4360 Jay Street April 11, 2008 If water rises above the inlet pipets), a pump should be installed (if not originally equipped), or maintenance must be performed on the existing pump, These recommendations will provide a method for removal of free water that intersects the drain, however, will not eliminate the possibility of very moist soils or free water. EXCAVATION DIFFICULTIES Difficulty may be experienced in the development of this site, Unstable soils under earth-moving equipment may be encountered at the proposed footing elevation, Care should be taken so that the foundation soils are not disturbed or are properly stabilized, For planning purposes, the on-site sand can be considered a 'Type C' soil and any soil influenced by ground water as a 'Type C' according to OSHA Regulation, A final determination of the soil type must be made by the Contractor's "Competent Person" (as defined by OSHA Regulation), Excavations should be properly sloped and/or braced, Local, state, and federal (OSHA) safety codes should be observed, WA TER SOLUBLE SULFA TES Laboratory tests conducted on the selected soil sample yielded water soluble sulfates of less than 100 parts per million (ppm), According to published information, foundation concrete which will be in contact with or within 6 inches of the natural soils may be designed for negligible sulfate exposure, We recommend the "ACI Manual of Concrete Practice", ACI 318, Section 4,3 of the most recent edition be used for proper concrete mix design properties as they relate to these conditions, The results are also presented on Figure 2, Soil and Foundation Study Project Number 080170 A. G. Wassenaar, Inc. 10 Ms. Melissa McMeel Residence Addition, 4360 Jay Street April 11 ,2008 LA TERAL EARTH PRESSURES Lateral pressures on foundation walls depend on such factors as the type of wall, hydrostatic pressure behind the wall, any horizontal swelling pressures, type and slope of backfill material, degree of backfill compaction, allowable wall movements, and surcharge loading conditions, Where anticipated wall movements are less than approximately 0,5 percent of the wall height or wall movement is constrained, lateral earth pressures should be estimated for an "at rest" condition, Where anticipated wall movements are greater than 0,5 percent of the wall height, lateral earth pressures should be estimated for an "active" condition, Walls backfilled with on-site sandy clay material should be designed for a lateral earth pressure based upon an equivalent fluid density of 50 pounds per cubic foot (pet) for the "at rest" condition or 40 pet for the "active" condition, If walls are backfilled with a free-draining granular backfill, such as a free-draining sand or gravel, equivalent fluid densities of 45 pet for the "at rest" condition and 35 pet for the "active" condition should be assumed, Passive resistance to lateral movement can be estimated based on an equivalent density of 200 pcf, We recommend a coefficient of sliding resistance between the concrete and bearing soils of 0,30, These values have been provided without consideration for backfill sloping toward the foundation, surcharge loading or hydrostatic pressures, If any of these conditions are anticipated, we are available to assist in revising these values, Minor cracking of concrete foundation walls should be expected, FINAL DESIGN CONSUL TA T10N AND CONSTRUCTION OBSERVA T10N This report has been prepared for the exclusive use of Ms, Melissa McMeel for the purpose of providing geotechnical criteria for the proposed project. The data gathered and the conclusions and recommendations presented herein are based upon the consideration of many factors including, but not limited to, the type of structures proposed, the configuration of the structures, the proposed usage of the site, the configuration of surrounding structures, the geologic setting, Soil and Foundation Study Project Number 080170 A. G. Wassenaar, Inc. 11 Ms. Melissa McMeel Residence Addition, 4360 Jay Street April 11, 2008 the materials encountered, and our understanding of the level of risk acceptable to the Client. Therefore, the conclusions and recommendations contained in this report shall not be considered valid for use by others unless accompanied by written authorization from A, G, Wassenaar, Inc, It is recommended that A, G, Wassenaar, Inc, be retained to provide general review of the final design and specifications in order that the recommendations presented may be properly interpreted and implemented, Our firm should also be retained to provide geotechnical engineering and material testing services during construction of the site grading, utilities, and structures, The purpose is to observe the construction with respect to the geotechnical design concepts, specifications or recommendations, and to facilitate design changes in the event that subsurface conditions differ from those anticipated prior to start of construction, GEOTECHNICAL RISK The concept of risk is an important aspect of any geotechnical evaluation, The primary reason for this is that the analytical methods used to develop geotechnical recommendations do not comprise an exact science, The analytical tools which geotechnical engineers use are generally empirical and must be tempered by engineering judgment and experience, Therefore, the solutions or recommendations presented in any geotechnical evaluation should not be considered risk-free and, more importantly, are not a guarantee that the interaction between the soils and the proposed addition will perform as desired or intended, What the engineering recommendations presented in the preceding sections do constitute is our best estimate, based on the information generated during this and previous evaluations and our experience in working with these conditions, of those measures that are necessary to help the addition perform in a satisfactory manner, The Owner must understand this concept of risk, as it is they who must decide what is an acceptable level of risk for the proposed construction of the site, Soil and Foundation Study Project Number 080170 A. G. Wassenaar, Inc. 12 Ms. Melissa MeMeel Residence Addition, 4360 Jay Street April 11, 2008 LIMITATIONS We believe the professional judgments expressed in this report are consistent with that degree of skill and care ordinarily exercised by practicing design professionals performing similar design services in the same locality, at the same time, at the same site and under the same or similar circumstances and conditions, No other warranty, express or implied, is made, In the event that any changes in the nature, design or location of the facility are made, the conclusions and recommendations contained in this report shall not be considered valid unless the changes are reviewed and the conclusions of this report are modified or verified in writing, Because of the constantly changing state of the practice in geotechnical engineering, and the potentiai for site changes after our field exploration, this report shouid not be relied upon after a period of three years without our firm being given the opportunity to review and, if necessary, revise our findings, The test boring drilled for this study was located to obtain a reasonably accurate picture of underground conditions for design purposes, Variations frequently occur from these conditions which are not indicated by the test boring, These variations are sometimes sufficient to necessitate modifications in the designs, If unexpected subsurface conditions are observed by any party during site development, we should be notified to review our recommendations, Our scope of services for this project did not include, either specifically or by implication, any research, identification, testing, or assessment relative to past or present contamination of the site by any source, including biological (i.e" mold, fungi, bacteria, etc,), If such contamination were present, it is likely that the exploration and testing conducted for this report would not reveal its existence, If the Owner is concerned about the potential for such contamination or poilution, additional studies should be undertaken, We are available to discuss the scope of such studies with you, Soil and Foundation Study Project Number 080170 A. G. Wassenaar, Inc. 13 Ms. Melissa MeMeel Residence Addition, 4360 Jay Street April 11 ,2008 Our scope of services for this project did not include a local or global geological risk assessment. Therefore, issues such as mine subsidence, slope stability, active faults, etc, were not researched or addressed as part of this study, If the Owner is concerned about these issues, we are available to discuss the scope of such studies upon your request. If you have any questions concerning this study, do not hesitate to contact our office, Sincerely, A. G, WASSENAAR, lNG, DLDS/MRG/lia Soil and Foundation Study Project Number 080170 A. G. Wassenaar, Inc. 14 Ms. Melissa MeMeel Residence Addition, 4360 Jay Street April 11 ,2008 0 " SCALE: 1" ~ 20' ~ m "- ~ ~ "- 0 ~ / ~ z ~ ~ 5 / ~ $/ "- . 41ST AVE. "- ~ VICINITY MAP NOT TO SCALE ->..#' / "- ;'<- / "- / ~ "- / "- ./ ~ \ "- "- "- BENCHMARK: TOP OF FLOOR \ ELEVATION = 100,0' (ASSUMED BY THIS OFFICE) \ \ EXISTING GARAGE (TO BE REMOVED \ \ \ \ \ \ \ \ ~ \_10 1-70 NOTE: ALL LOCATIONS ARE APPROXIMATE A.G. Wassenaar Geotechnical and Envlrorrnental Consultants C. SITE PLAN & VICINITY MAP PROJECT NO, 080170 FIGURE 1 E l E V A T I o N I N F E E T TEST BORING NO,1 \ ASSUMED FLOOR lEVEL ~ (PER THIS OFFICE) 100 8 95 o 90 85 so 75 70 35 40 " " " " " " '. '. '. '. '. " " " " " " 4/12 MC-24 -#200-71 ll-27 PI-8 WS.<100 / / / / / / / / / / / / / / / / / / / / / / 10/12 DD-103 MC-24 SW.O,5 " " "" "" "" "" 1. 17/12 2, 3. 4, 5, 50i3 lEGEND o m l:.t..:.J ~ rJ?'.l L"ZJ I- 4/12 8 CLAY, STIFF, SilTY, SANDY, MOIST TO WET, BROWN (Cl) SAND, lOOSE, SilTY, CLAYEY, WITH CLAY lENSES, MOISTTOWET, BROWN (SC, Cl, SM) CLAY (WEATHERED CLAYSTONE), STIFF, SilTY, MOIST, GRAY SANDSTONE (BEOROCK), VERY HARD, SilTY, VERY MOIST, RUST BROWN INDICATES THAT 4 BLOWS OF A 140-POUND HAMMER FALLING 30 INCHES WERE REQUIRED TO DRIVE A 2,5-INCH OUTSIDE DIAMETER SAMPLER 12 INCHES, INDICATES THE DEPTH TO THE FREE WATER TABLE AND THE NUMBER OF DAYS AFTER DRilLING WHEN THE MEASUREMENT WAS TAKEN, INDICATES DRY DENSITY OF SAMPLE IN POUNDS PER CUBIC FOOT INDICATES MOISTURE CONTENT AS A PERCENTAGE OF DRY WEIGHT OF SOil INDICATES PERCENT SWEll UNDER A SURCHARGE OF 1000 PSF UPON WETTING INDICATES PERCENT PASSING THE NO, 200 SIEVE INDICATES LIQUID LIMIT INDICATES PLASTICITY INDEX INDICATES WATER SOLUBLE SULFATES IN PARTS PER MilLION DD MC SW -#200 II PI WS NOTES TEST BORING WAS DRillED MARCH 25 2008 WITH A 4-INCH DIAMETER, CONTINUOUS FLIGHT POWER AUGER, LOCATION OF TEST BORING WAS MEASURED BY TAPING FROM FEAlURES SHOWN ON THE SITE PLAN PROVIDED BY OTHERS, ELEVATION IS APPROXIMATE (HAND-lEVEL) AND REFERS TO THE BENCHMARK SHOWN ON FIGURE 1, THE HORIZONTAL LINES SHOWN ON THE lOGS ARE TO DIFFERENTIATE MATERIALS AND REPRESENT THE APPROXIMATE BOUNDARIES BETWEEN MATERIALS, THE TRANSITIONS BETWEEN MATERIALS MAY BE GRADUAL. DRill lOGS SHOWN IN THIS REPORT ARE SUBJECT TO THE LIMITATIONS, EXPLANATIONS, AND CONCLUSIONS OF THIS REPORT, EXPLORATORY BORING LOG FIGURE 2 PROJECT NO, 080170 -' -' w ~ , .. z 0 0 ~ 0 ::; lil z 0 () A.G. Wassenaar Geotechnical and Environmental Consultants c. 5 I I I I I I SWELL UNDER CONSTANT V PRESSURE BECAUSE OF WETTING / / I V I / / I ~ I , I- '" I / \ I / I V I WATER ADDED - 1--/ I I I I I I I I I 4 3 2 2 3 4 5 100 1 ,000 APPLIED PRESSURE - PSF 10,000 100,000 SAMPLE DESCRIPTION CLAY, SANDY LOCATION TEST BORING NO, 1 @ DEPTH OF 9' DRY UNIT WT, 103 PCF MOISTURE CONTENT 24 % SWELL - CONSOLIDATION TEST RESULTS FIGURE 3 PROJECT NO, 080170 A.G. Wassenaar Geotechnical and Environmental Consultants HYDROMETER ANALYSIS SIEVE ANALYSIS SAND GRAVEL CLAY (PLASTIC) TO SILT (NON-PlASTIC) COARSE COBBLES FINE FINE .001 .002 100 DIAMETER OF PARTICLE IN MILUMETERS .oos .009 .019 .037 .074 .149 .297 .590 1.19 2.38 4.76 9.52 19.1 38.1 76.2 127 200 o 90 - - .e-- --. L_u -- f.-. .. ---. - - -- -- -.-- ---..- - -- .- - -..- .- - -- - - -.- -- .- -- e- ...'. - ---.- -- e- ---. _H' .. .- - -. - .- -- - - - -- e-. .- -. - -. ~ .. --- e---' - - .e.- .- -- -- ..... -- _. --. - -- -- f--_..- ... -- - -. -- - .- -- - --- - .. H"_ -- -- >--.--. ---- -- -. .... 1--- .- - ,--.- _._- - .n.___ -.-. .- -. - - - .. - 1-- e-- -. _n' - - - .--- e-... - -- -- I--- eo. - l-- .- -. .- 1--- -- f.-- -- 0'-' - -I ,--_. - ...- -.-- _.-. - -- - -- -- .. .- .-,. .-... -.- - 1--- I- I- 20 10 80 70 CJ 80 Z 1ij ~ !z 50 W 0 a: w Q. 40 30 40 Cl W Z ~ 50 a: t- z W 0 a: 60 w Q. 70 80 30 20 10 90 o 25hr 7hr BOmin 19m!n 4min 1 mtn #200 #100 #50 #40#30 #16 #10#8 #4 45 min 15 min 100 5"6" a" 3/S" 3/4' 1-1{2" 3" TIME READINGS U,S, STANDARD SERIES CLEAR SQUARE OPENINGS LOCATION TEST BORING NO, 1 @) DEPTH OF 4' SAMPLE DESCRIPTION CLAY, SANDY (CL) CLASSIFICATION AASHTO A-4 (4) GRAVEL SAND SILT & CLAY o % LIQUID LIMIT 27 29 % PLASTICITY INDEX ~ 71 % GRADATION TEST RESULTS FIGURE 4 PROJECT NO, OB0170 A.G. Wassenaar Geotechnical and Environmental Consultants . . NOTES: 1, DRAIN MUST SLOPE TO A POSITIVE GRA VllY OUTLET ANDiOR TO SUMP WHERE WATER CAN BE REMOVED BY PUMPING 2, SLOPE BOTTOM OF TRENCH AND PIPE AT A MINIMUM OF 1/8" PER FOOT (Le, 1 %) OR AS APPROVED BY THE GEOTECHNICAL ENGINEER 3, 4-INCH DIAMETER RIGID PERFORATED PVC PIPE (ASTM D2729 MINIMUM SCHEDULE 20), OR SUBSTITUTE APPROVED BY GEOTECHNICAL ENGINEER /;/~~~v 4. FOUNDATION WAlL GRAVEL SPECIFICATION: 2' MINUS WASHED ROCKiGRAVEl, POORLY GRADED WITH NO MORE THAN 30% PASSING THE 3i8" SIEVE AND NO MORE THAN 10% PASSING THE #4 SIEVE, OR AS APPROVED BY THE GEOTECHNICAL ENGINEER CRAWL SPACE (PROPERLY CONSTRUCTED AND VENTILATED) BACKFill MINIMUM 1 0 Mil POLYETHYLENE BARRIER. ATTACH TO WAll AFTER WATERPROOFING AND EXTEND AT lEAST 1 FOOT UP ON WAll AND BENEATH FLOW LINE OF PIPE. MINIMUM 1 0 Mil POLYETHYLENE BARRIER OVER ENTIRE CRAWL SPACE FLOOR AND ATTACH TO FOUNDATION WAll AT LEAST 8" ABOVE TOP OF FOOTING, OVERLAP AND SEAL. NON-WOVEN GEOTEXTllE FilTER FABRIC (MIRAFI140N OR EQUIVALENT APPROVED BY GEOTECHNICAL ENGINEER) PLACED ACROSS ENTIRE WIDTH OF DRAIN GRAVEL. 0:;0: ,::', .i~::9>':~' .0"0..0,0 Q. .', ..... ','0', .~. <::>'.'<:<:);,0/ 0: :H,/ DRAIN GRAVEL (SEE NOTE #4) GRAVEL SHOULD Fill ENTIRE TRENCH AND EXTEND LATERAllY TO TOP OF FOOTING, GRAVEL :,.;:"." COVER ABOVE PIPE SHOULD BE AT lEAST 4', ~.f~%~~b!ITkn> 'DO' ."'00 10. ..':::'c.<;i.9r-J.O< 00 '-J,' 0 ..<d<.::..~ EXTEND POLYETHYLENE TO OUTSIDE EDGE OF BOTTOM OF TRENCH GROUND SURFACE SLOPED TO DRAIN DRAIN PIPE - (SEE NOTES #2 & 3) AT lOCATION OF HIGH POINT, " /. ESTABLISH BOTTOM OF DRAIN " \ PIPE AT lEAST 8" BELOW ~ BOTTOM OF FOOTING OR PAD " DO NOT EXCAVATE WITHIN A 1 1 LINE EXTENDING DOWN AND AWAY FROM EDGE OF FOOTING, MAINTAIN THIS ANGLE OF EXCAVATION TO A DEPTH OF TWICE THE FOOTING WIDTH, / / FTG 161NT/EXTCAAWL SEPTEMBER 2007 FOOTING FOUNDATION lYPICAl EXTERIOR DRAIN DETAil FIGURE 5 PROJECT NO. 080170 DATE 01/07/2008 FEE 200,00 J08# 08-04 CLIENT MELISSA MC MEEL L.AND SURVEYING 5460 WARD ROAD. SUITE 160 ARVADA. COLORADO 80002 (303) 420-4788 IMPROVEMENT LOCATION CERTIFICATE ADDRESS 43.0 JAY 8'!R11lC'1' NAME MC MEEL Attn: MELISSA LEGAL DESCRIPTION r- (PERCUENT) I SEE ATTACHED LEGAL DESCRIPTION I L ...J Note: All Impro_ Survoy Plat b Rocommended. N Scale: 1 "=30' 4' , 0' ~'" .,~ ....to ".,") .f LOT 30 LOT 24 Portion afLot 31 [e LOT 23 7S.l LOT 21 LOT 19 Exilting Fence (AJlPI'O") LOT 20 -'--- --~ On the basis of my knowledge, information and ~reby certify that rovement oc ' MELISSA Me MEEL , that it is n Land Survey Plat or Improvement Survey Plat, and that' IS not to be relied up for the establishment of fence, bui lng, improvement lines. I further cartif hat the improvements n the above described parcel on s date, capt utility connections, are entirely within th boundaries of the parce except as shown, that there are encroachment described premises by improveme s on any adjOining premi es, except as indicated, and tha ere is no apparent e sign of any easement crossing or b rdening any part of sai parce;, except as ~~\~1I11111 IIII",/, "NOTICE: According to Colorado law yo gal action based u :s . !I~1Vey within three yea after you first discover such defect. In no event, may a y defect in this s ~e~ than ten years from e date of the certification shown hereon." $i ...<.:5.,'t>- \ .... ~,J-.. <='% :::? -50 0.-:- ~ :~ p'.. ~ = CC: oz.: 0::;:: ~".. 27268 .""'- := c:>.. !t:"f!i .--..-' .- ""'.'''---..-- Robert E, Port, /, 7, Zoo Hayden, L.S, 27268 NOTE: SURVEY IS DRAWN USING PLATTED ANOLES OF! el;ARINGS AND DIMeNSIONS 4360 Jay Street, Wheat Ridge, Colorado 80033 Collnty of Jefferson . and Stale of Colorado , the following real property, in the County of Jefferson and State of Colorado. to wit: Lot, 31, Ingalls Terrace Subdivision, except that part of said Lot described as follows: Commencing at a point on the South line of said Lot 56 feet East of the Southwest corner, thence West 56 feet to the Southwest corner said Lot 31, thence North 101.6 feet along the West line of said Lot, thence Southeasterly to the point of beginning, Jefferson County, Colorado, 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: 15486 Date: 5/8/2003 Property Owner: RUTH ANN MCMEEL Property Address: 4360 JAY ST Contractor License No, : 17908 Company: Rock's Roofing Phone: Phone: 425 1083 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U,B,C.) and all other apPli~~ ~.;r:.work under this permit. (OWNER)(CONTRACTOR) SIGNED "". dZ'~ DATE:57 ?/63 / Total: $1,970.00 $90,10 $0,00 $23,64 $113,74 Use: Description: INSTALL NEW ROOFING ON FRONT PORCH OF HOUSE BUILDING DEPARTMENT USE ONLY Zoning GommEints: Approval : Zoning: BlJildl!ig~Comm~D~7 Approval: Publ.il?~Works.CoiVfrtlent!j;' Approval: SIC: Sq, Ft. : 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: (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and 10 the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired fOf a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. T~~}r:.r C1ffOf a pe it or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the PJ.7,on! 0 9 codes or any other ordinance, law, rule or regulation. >"" ~ Chief Building (nspector (1) (2) (3) -'~' WHeAt "', ~ " - " " ~ C'OLOR/>.lJO COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) . APPLICATION Building Permit Number: Date: ,-, Property Owner: \"(u.-t-(" ArJ,v Mc.r~...et_ Property Address: cf '3(00 ~?< s+ Contractor License No,: Company: f "'G-f:: '; e,cJ;!t'-"'! .-r [-..J C Phone: Phone3o'S <?~~-/.Z>9} O'WNERlCONTRACTOR 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 orrestrictions 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 ~~:l~:~~Ode (UB,C) and all other~~ances, for work unde.r (OWNER)(CONTRACTOR), SI~~ u:, DA~~~ Construction Value:$ \ q 1<=> Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ DESCRIPTION: ..::r....n <- +"" ~l he.'..... ". \'-,- . ->, " ~,,,,<>~,r0 C'G ~,<",<c, f""cJr... co t 0.a,-,SC BUILDING DEPARTMENT USE ONLY SIC: Sq,Ft.: ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This pennit was issued in accordance with the provisions setforth in your application and is subject to the laws of the State ofColondo and to theZoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is notconunenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-halflhe amount normally required, provided DO changes have been or WIll be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit (4) No work of any manner shall be done that will change the natunl flow of water causing a dnrinage problem. (5) ContractorsballnotifytheBuilding Inspectortwenty-four(24) hours in advance for all inspections andshall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of. any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Inspector