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Home My WebLink About3665 Estes Streetq ' City of Wheat Ridge Residential Roofing PERMIT - 201801189 PERMIT NO: 201801189 ISSUED: 04/26/2018 JOB ADDRESS: 3665 Estes ST EXPIRES: 04/26/2019 JOB DESCRIPTION: Reroof remove and install Modified Bitumen and 24gauge Galvalume in "Old Town Grey Metal Roofing with 28 total squares, 18 squares flat and 10 squares pitched. Pitch 1/12,4/12. *** CONTACTS *** OWNER (303)423-2687 TILL CAROL L/GREG KINGSLEY SUB (303)660-9394 Guy Smith 090201 GBS Enterprises Inc *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 16,209.00 FEES Total Valuation 0.00 Use Tax 340.39 Permit Fee 315.25 ** TOTAL ** 655.64 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201801189 PERMIT NO: 201801189 ISSUED: 04/26/2018 JOB ADDRESS: 3665 Estes ST EXPIRES: 04/26/2019 JOB DESCRIPTION: Reroof remove and install Modified Bitumen and 24gauge Galvalume in "Old Town Grey Metal Roofing with 28 total squares, 18 squares flat and 10 squares pitched. Pitch 1/12,4/12. I by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Lagenia Reimer From: no-reply@ci.wheatridge.co.us Sent: Thursday, April 26, 2018 1:18 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 3665 Este Street J, Property Owner Name Carol Till //�^-�� ` �' � � Cx' ��✓' J . Property Owner Phone 303 -423 -2687L - Number (enter WITH dashes eg 303-123-4567 ti Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract caroltill@mindspring.com Yes Till Contract.pdf CONTRACTOR INFORMATION Contractor Business GBS Enterprises Inc Name Contractor's License 90201 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-660-9394 Number (enter WITH dashes, eg 303-123-4567) Contractor Address 6801 S Emporia St #103 Greenwood Village CO 80112 (Primary address of your business) Contractor Email Address info@gbsroofing.com Retype Contractor Email info@gbsroofing.com Address DESCRIPTION OF WORK TOTAL SQUARES of 28 the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? 16209.00 NOD a Is the permit for a flat Flat roof (less than 2:12 pitch), Pitched roof (2:12 pitch or roof, pitched roof, or greater) 2 both? (check all that apply) What is the pitch of the FLAT roof? How many squares are part of the FLAT roof? Describe the roofing material for the FLAT roof: Type of material for the FLAT roof: 1/12 18 ,tea..._... Modified Bitumen Other (specify below) If "Other" is selected Modified Bitumen above, describe here: - What is the specific pitch 4/12 of the PITCHED roof? t - How many squares are 10 part of the PITCHED roof? Describe the roofing metal materials for the PITCHED roof: Type of material for the Metal PITCHED roof: Provide any additional house detail here on the description of work. (Is this for a house or garage? Etc) MUM 011CF-AMIMUTAW0111111 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. K 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. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Amanda Malone Email not displaying correctly? View it in your browser. 6801 S. Emporia St. #103 Greenwood Village, CO 80112 www.gbsroofine.com ENTERPRISES RC)tOFING° Email: info@gbsroofing.com Phone: 303-660-9394 Fax: 303-660-1405 Submitted To: I Carol Till f 4Af% K-1 N1 45Lf— Phone: Cell # (720) 355-9048 Home # (303) 423-2687 Email: caroltill@mindsprins.com Insurance Company/Claim #: State Farm #06-1585-6M0 Street: 3665 Estes St City, State, Zip: Wheat Ridge, CO 80033 Lien Holder/Account #: notified that any damage to contents will be the responsibility of the owner and his Insurance company. All n Existing roof type: Mod/Metal F Vents n Existing number of layers: 1 Tear Off: Yes F7 Galvanized nails, 6 per shingle F,-/] Install felt: 30# n Patio or flat roof: Modified Roof n Replace with: F-7, Protect landscape where needed 0 Color of shingle: [Z Gutters cleaned of roofing debris F] Manufacturer's limited warranty: E,] Clean up and haul off all trash from roof 0 Impact resistant: Class: E-li- Roll yard with magnetic roller F/I Valley type: Q 5 Year guarantee on labor 0 Replace plumbing jacks Permit furnished by GBS Roofing Reimbursed by insurance co. [] Metal edge size: 2x Color: Dark Gray [] Insurance papers provided upon request 0 Eaves or rakes: GBS Approval Date 7S.* . *'!a},�ct4".4 S f"t M".T' *Price includes replacing corra ated metal roofs on back of house with 24 au a Galvalume in Old Town Grey" *Price includes replacing 2 gutters on metal roof areas with a down spout at each run on the west ends. Gutters to be 1/2 round style in galvanized with round down spouts. *Price includes new modified roof system on upper house roof in the color of "white" *Price includes painting all roof penatrations on upper flat roof including B -vent caps. *Price includes replacing parapet cap flashing on lower roof on front of house in the color of "Dark Bronze" *Price includes replacing one down spout (standard size) on north west corner of house in a color to match as close *Cost includes $336.00 to add 2 round down spouts in court yard. - I (we) hereby authorize and/or instruct the insurance company and all lien holders to communicate with and include the name GBS Enterprises, Inc. as Co -Payee on any subsequent loss draft checks after today's date as indicated below - I (we) hereby authorize and/or instruct any legal representative and/or agent of GBS Enterprises, Inc. to obtain any and all information necessary to negotiate the settlement of my (our) claim as well as any information necessary to complete the funding process relative to the claim number listed above NOTICE: If the property owner plans to use the proceeds of a property and casualty insurance policy issued pursuant to part 1 of article 4 of title 10, C.R.S., to pay for the roofing work, pursuant to section 6-22-105 the roofing contractor cannot pay, waive, rebate all or part of any insurance deductable applicable to the insurance claim for payment for work on the covered residential property We propose to furnish all materials and labor required to complete in accordance with the above stated specification, for the sum of: Deposit $0.00 Due upon completion In Full = TOTAL $16,209.00 Upon Completion of work the undersigned purchaser agrees to make payment in full the amount shown above. All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to All Proposals are subject to approval by management. stand practices. All interior damage to buildings is excluded 90 days after completion date and the owner is notified that any damage to contents will be the responsibility of the owner and his Insurance company. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and APPROXIMATE START/ FINISH DATES other necessary Insurance. Scheduling will be done based upon date signed but limited to availability for V7. .. Ir nc•.v materials, crews and weather conditions. D. C=NSE=pklnp.by�Fle� eom, n='KL6A Irc., swce,nl Elglnee,..M e.xa•� cN.o�•..n a. Ktlpeky ACCEPTANCE OF PROPOSAL: This proposal becomes a legal binding contract 72 hours from date of acceptance. r_.n•cvnenle , urery eM in •Brryo Fn Customer Approval ' . ma o Cancellation of this contract can be made with written notice within 72 hours of date of acceptance and will allow the property owner to rescind the contract for roofing services and obtain a full refund of any deposit. The o.720-12 11N 1. oenn Note: This proposal may be withdrawn by us if not accepted property owner may also rescind this contract within 72 hours of notice from the Insurance company for a claim within 30 days. that is denied in whole or part if the work being contracted for is to be funded from the proceeds of a property and casualty insurance claim. Interest at the rate of 1-1/2% per month (18% per annum) will be added on to all accounts 30 days past due. In addition, costs and reasonable attorney's fees for collections may be charged on any account past due over 30 days. Payment will be made as outlined above. Failure to pay can constitute a 03/12/1$ mechanics lien filed against property. Cancellation of the contract may be achieved by paying a cancellation fee GBS Approval Date in the amount of 5% of the contract price. All returned checks are subject to a returned check charge fee. GBS Enterprises, Inc. is a Registered Colorado Corporation ao I 0 � Isel Installation Instructions Ak G Building Design and Construction To ensure adequate performance and longevity, protect metal panels from potentially corrosive situations and materials. When treated lumber will be in direct contact with metal panels please note the following: Galvanized steel is compatible with the CCA (Chromated Copper Arsenate) pressure -treated lumber that is predominantly used today, but not with the older Penta treated lumber. Aluminum, however, must be separated from contact with all treated wood since the chemical preservatives are corrosive to aluminum. Likewise, dissimilar metals also require a protective barrier between them to prevent galvanic corrosion. Request FABRAL Technical Bulletins #803, 106, and 107 for more information on treated lumber and dissimilar metals. Plastic, builders' felt, bituminous paint, caulking, or gasket material may be used to separate panels from treated wood and dissimilar metals. When using aluminum panels in direct contact with steel, use one of the above methods to separate the two metals. Fertilizer, lime, acids, feeds, manure, soils, and many other substances also cause corrosion in metal panels. Contact between metal panels and any potentially corrosive materials should be prevented. Porous insulation board may absorb and retain moisture, and requires a vapor barrier similar to that described above. This vapor barrier should be installed such that moisture is prevented from contacting both the insulation and the metal panel. FABRAL's translucent panels are intended for siding applications only. In all situations, foot traffic should be avoided on translucent panels. Translucent panels used in roofing applications will break down over a short period and stain metal panels below, eventually causing corrosion of the metal. If used on roofs, use butyl caulking to separate the fiberglass from the metal. The fiberglass panels should be sealed regularly, as recommended by the translucent panel manufacturer. Purlins, Girts and Roof Deck The material to which the metal panel is fastened should be properly spaced and sufficiently thick to provide a roof or wall system able to meet required design loads. Load tables are available for all FABRAL panels. FABRAL recommends spacing the purlins a maximum of 24" on -center for roofing (note that 5V requires solid decking). In re -roofing jobs where the condition of the old decking is in question, or where existing shingles will be left in place, new 2x4 purlins should be fastened through the decking and into the rafters. This will provide a solid framework for attaching the metal panels. A 2" nominal lumber thickness provides the maximum pullout values for both screws and nails when the fasteners achieve a minimum of 1" penetration into the wood. (Note that 1" nominal lumber is only 3/4" thick and, therefore, results in lower pullout values. Refer to the tables on page 30 for additional information). Pullout values may decrease slightly if the fasteners protrude completely through the purlins or girts. Kiln -dried softwood is recommended for purlins, girts, or decking (pine, fir, hemlock, and spruce). Hardwoods are difficult to fasten into without splitting and contain acids that are corrosive to metal panels. Green (non -kiln -dried) lumber may warp, twist, and shrink as the wood seasons fully, causing waviness in the panels and loosening of the fasteners. Roofing Sidelaps should face away from wind driven rain. Therefore, begin installation by installing the first sheet square with the eave and gable at the downwind end of the roof, farthest away from the direction of prevailing winds. In applications requiring a panel endlap, please refer to the details shown on page 12 of this manual. For best results, lap panels as shown and install in the indicated sequence. All endla ps require sealant. When weathertightness is critical, use sealant tape in all sidelaps. See FABRAL's F-102 Installation Guide for more information. To provide a drip edge, allow an overhang of 1" to 2" at the eave. At the gable edge, use a gable or sidewall flashing. This will keep weather out, prevent lifting in high winds, and provide a neat, finished appearance. The trim and roofing sheet should be fastened every 6" to 10" inches along the gable edge. Roof Pitch The metal roofing panels shown in this manual require a minimum pitch of 2-1/2" per foot to ensure proper drainage. Refer to the F-102 Installation Guide for the suggested endlap and the suggested "horizontal projected roof lengths" that apply to the various panels. For wider buildings and lower roof pitches, contact your FABRAL dealer for other suitable FABRAL profiles. Bending and Bowing Aluminum roofing and siding sheets are rollformed from hardened, tempered metal for maximum strength. If a sheet must be bent, a gentle 90 -degree bend is the maximum recommended. Metal should not be re-bent once it has been formed, nor should it be folded back on itself, since it is not designed to take a lockseam. When a metal roofing sheet must be installed on a curved roof, screws should be installed at every overlapping rib at the sheet ends to resist the natural tendency of the metal to spring back. Standard fastener spacing is permitted over the rest of the sheet. When installing the metal roofing and siding panels shown in this booklet over a curved arch, the minimum radius of the arch is 18' for aluminum profiles and 24' for steel profiles. Use sealant tape or butyl caulking at all sidelaps and endlaps. Additional care and fasteners must be provided when securing the top and bottom purlins on a laminated rafter building to prevent the curved panels from pulling the purlins loose from the rafters. Ring - shank pole barn nails, heavy wood screws, lag screws, or bolts are often used for attaching these purlins. Siding Siding should be installed using the standard fastening and overlap patterns to ensure optimum performance. For strong, neat corners use hemmed corner flashings. Do not run siding sheets all the way to the ground. Instead, provide a protective base of concrete, masonry, treated wood, or similar material 12" to 18" from ground level and end the siding sheets there. If siding sheets are installed horizontally, use sealant tape or butyl caulking at the vertical laps to ensure weathertight joints. Install panels from the bottom up so that water is directed away from, and not into, the lap joints. Fastening FABRAL can supply either screws or nails for fastening into dimension lumber, with screws offering better pullout values. Woodgrip screws for use with steel panels are galvanized and then coated with an organic polymer for optimum corrosion resistance. For best results with aluminum panels, use #300 series stainless steel Woodgrip screws. The FabrOseal® galvanized ring -shank nail, with its premium long -life silicone rubber gasket, assures a lasting seal and is the best nail available for steel panels when screws are not desired. The correct way to fasten steel panels with nails is to drive the nail through the top of the rib so the washer is compressed securely against the metal. Nail placement must be in the ribs for roofing applications to minimize the potential for roof leaks. Over -driving the nail can split the washer and dimple the metal, causing leaks. Wood screws with combination metal and neoprene washers should be installed in the flat area of the panel adjacent to the ribs, and tightened such that the washer is compressed as illustrated above. This will ensure a lasting, leak -proof seal. See pages 4 to 5 for the correct fastener locations. Safety Always work safely when installing metal products. Use extreme caution on the roof at all times, and wear gloves and safety glasses to avoid injury. Hearing protection should be used when power -cutting metal panels. Do not walk on panels until all the fasteners are installed. Metal panels are slippery when wet, dusty, frosty, or oily. Do not attempt to walk on a metal roof under these conditions. Wear softsoled shoes to improve traction and to minimize damage to the paint finish. Always be aware of your position on the roof relative to any roof openings, roof edges, co-workers, and penetrations. Installing metal panels on a windy day can be dangerous and should be avoided. Consult OSHA guidelines for more complete safety requirements. Cutting Aluminum Panels To make a cut parallel to the ribs, score the panel deeply with a sharp utility knife and bend back -and -forth along the score, breaking the metal off cleanly. For cuts across the ribs, use straight -cut snips, electric or pneumatic shears, a portable profile shear, or an electric nibbler. Some installers prefer using a circular saw with a metal cutting blade (a finetooth hardwood blade, or a standard combination blade reversed in the saw works also). Light oil or soap on the blade will make cutting easier. Cutting Steel Panels Steel panels may be cut with straight -cut snips, electric or pneumatic shears, a portable profile shear, or an electric nibbler. Some installers prefer using a circular saw with a metal cutting abrasive blade. This method may be faster, but it has some drawbacks: 1. Saw cut edges are jagged and unsightly and tend to rust more quickly than sheared edges 2. Saw cutting produces hot metal filings that can embed in the paint and cause rust marks on the face of the panel 3. Panels to be saw cut must be turned face down and cut in a location down -wind and well away from the building and other panels to avoid embedment of metal filings on other panels 4. Saw cut panels must be thoroughly wiped to ensure the removal of all metal filings 5. Saw cutting burns the paint and galvanizing at the cut edge, leading to the onset of edge rust. Building Maintenance A metal roof should be inspected annually and cleaned as necessary to maintain its beauty and performance. Any debris or residue, including leaves, twigs, and dust should be cleaned off promptly to prevent moisture entrapment against the metal, which may lead to finish deterioration or premature corrosion. i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line N (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: It �) Job Address: 3 (o �6 `r '2 Permit Number: Q 1e 0 1 1,S9 ❑ No one available for inspection: Time (Q',. ' AM PM Re -Inspection required: Yes No When corrections) have been made, call for re -inspection at 303-234-5933 Date:—,!S- / 3) / i , Inspector: 2 a�' 1 0,.� DO NOT REMOVE THIS NOTICE -4 ❑ No one available for inspection: Time � (- AM/ /L 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: -1 J-) F e: 4 Job Address: '3t,, () -3L- Permit Number: Q Q))!� 1) 9 �,.Pr,__ — Re -Inspection required: es) No When corrections have been made, call for re -inspection at 303-234-5933 Date: -,s/ 2,� %(-c Inspector: 8 DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE ��P�Building Inspection Division (303) 234-5933 Inspection line '(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: *3D(o Job Address: ( S E S73-77 Permit Number: 2c) { -9 GG I I ?fig N ❑ No one available for inspection: Timet y AM )l Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: Inspector: A A.(c . DO NOT REMOVE THIS NOTICE .� i • • �� ,y lilli- � ff * � ,Mr *• ,� k • • .+► • • , �, • *'^ , ' '► '#" • '�" �' a • • • � �"' � j rs �' � � �, •• « � . + s e " r • �, �; � • • � w M► • � '� � .. i r t r�'' w 'r � 4 � � #. • li � +� 1r • • e t � 'MIR '� °Y. MR • �. • •: t: �:. � x. • aR •' R �" t ! • � • +R t. �, e � aMR � � �. � t w M * � .R • • • • � « . • � • � � � � • • �„ "" • r �' �" M +r � • s �. A aMR ! t, � ,R 4 ,� �, , Mr � • ,� . � � �, r i i "` • • �► � • s * � • K City -of i 9'r wb6at e Building & Inspection Services bivision 7500 W. 29�h Ave., Wheat Ridge, CO 80033 • 1 303-237-8929 FOR OFFICEUSE ONL Date. c I I oil Inspection Lire. 303-234-5933 tons.Building Permit Application to do Property Address: Property Owner Email: ° . , C441 Malting Address: (if different than property address) Address- City, address:4d7 p State, Zip. .. Contractor. IVIS Sub contractors: Electrical: - tPlumbing- IMP, A h nl ;: turas s 77 . W.R. City License # WRCity License # W.R. City Ucern Other Coity Licensed sub. Other City LicensedSub: City License City License Complete all information on BOTH sides of this fear NEW COMMERCIAL 9F Mr ELECTRICAL SERVICE UPGRADE M d R.. .. RESIDENTIAL COMMERCIAL ROOFING COMMERCIAL .# ADDITION RESIDENTIAL ROOFING RESDENTIAL ADDITION WINDOW REPLACEMENT COMMERCIAL #w STRUCTURE ar w . #.. shed, deck, RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL # IMM1d REPAIR Ak' Yk4r REPLACEMENT . ♦ # PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT . FULF Btu's Gallons Amps Squares Other I a M z M A z ( pm zw� 4L J ca (> 0 Aro- AGrnci 20 .A o > OZ m rk -1 R p C) ra on V cmz M:J XA s ca z ur m X X4 m Ci 9 in I I m ZOI mg. eN n swm q Y-3. m eN 0 ca 0 m Occupancy/Type Call by 3:00 PM to receive inspection the following business day. ~AICDCf`TnD AlI1ICT CITn nl 1 C`ne ern Orr~r~rni.-. T.. T..... 1...~ _ ` ` FOUNDATION INSPECTIONS DATE INSPECTOR 1COMME14TS: t INITIALS Footings(Caissons Stemwall / (CEG) Concrete Encased Ground p Reinforcing or Monolithic Weatherproof / French Drain ,t tt : Sewer Service Lines Water Service Lines: -POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR ` Electric al (Underground) (Und erground) E H E Heating nd) 'DO N OT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS Framing !LG Insulation l ihWAIr Drywall Screw OCCUPANCY 4 TED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFOREA ED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE. AUTHORIZATION TIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. i MITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED WTECT THIS CARD FROM THE WEATHER nt ♦ i CITY OF WHEAT RIDGE f Building Inspection Division (303) 234-5933 Inspection line 303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection me AM/PM Re-Inspection required: Yes/No "When corrections have been mad8, cal jr re-inspection at 303-234-5933 Date: Q Inspector: DO NOT REMOVEJ~ NOTICE ♦ i CITY OF WHEAT RIDGE r Building Inspection Division 1 (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: lyl" W051,1- Job Address: FU S sue" Permit Number: V Yg3PY d IJ / r-, f_ s°'A a a. r _ 9 rl ..n.,s s4 GJ _ 1 ,e..n - 7;VA7 X,07-.• r<r 131 t~G . ~,L S il~6. rya /f ❑ No one available for inspection: Time rd7 AM/PM Re-Inspection required: Ye No "When corrections have been made, call for re-inspection at 303-234-5933 Date: 17 A Inspector: ica DO NOT REMOVE THIS NOTICE `Il41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address/Permit Number: 3 2 ❑ No one available for inspection: Time AL M/ M Re-Inspection required: Yes to When corrections have been made, call for re-inspection at 303-234-5933 Date: Z_ 6q Inspector: a- ~ ~ L-9- DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE v Inspection Type: a,,;.rr .9~. ~z-• Job Address: Permit Number: E, S7 a ❑ No one available for inspection: Time AM1PM~ - Re-Inspection required: Yes~No *When corrections have been made, call for re-Inspection at 303-234-5933 r f ,,~f Date: 3 G Inspector: /%i / IDO NOT REMOVE THIS NOTIC Al *1 CITY OF WHEAT RIDGE ' Building Inspection Division 6 (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Jo~b/fAd~dress/Permit Number: ~/~f S ~ STNS 11~ ES, d Nn l12~Tii~d ) /2 /C _ ❑ No one available for inspection: Re-Inspection required: 'Yes o "When corrections have been made. caf~ for Date: Inspec City of Wheat Ridge Residential :Electric PERMIT - 090087 r4000'r PERMIT NO: 090087 `ISSUED: 02/10/2009 JOB ADDRESS: 3665. ESTES. ST ..EXPIRES: 08/09/2009 DESCRIPTION: Raise: mast on electric meter CONTACTS owner Owner/Occupant sub 303/307-4949 02-1693 Ideal Electric Inc PARCEL INFO** - ZONE CODE: -UA USE: UA SUBDIVISION: .:..0600 BLOCK/LOT#:._.0/ FEE SUMMARY ESTIMATED PROJECT . VALUATION: 900.00 FEES Permit Fee 46.43 Total Valuation .00 Use Tax _ 16.20 TOTAL 62.63 Comments: Conditions: Must comply w/ 2003 IRC 2005 NEC. Subjectto field inspections. I hereby certify that the setback distances proposed by this permit application are accurate, and do not. violate applicable ordinances,- rules or regulations -:ofthe City of.. Wheat Ridge. or.. covenants,. easements. or restrictions. of.. record; that all. measurements shown, and allegations. made are accurate;. that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat, Ridge O nances,!for work under this permit. Plans sublect..to field inspection. signature of contractor/owner date G - 1. This permit was issued in.' accordance' with the provisions set forth in your application and'. is subject to the laws of. the State of Colorado and to.. the Zoning Regulations and Building Codes of Wheat. Ridge,. Colorado or any other applicable ordinances of the City. 2.:. This permit shall expire. 180. days from the.. issue .date.:. Requests for an extension must be received. prior. to expiration date... An extension. may be. granted at the. discretion. of the Building Official. 3_ If this permit expires, a new permit may be acquired. for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or. abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one.(',) year, full fees shall be paid for. a new permit. 4. No work of any manner shall be done that will change the. natural flow of water, causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four(24) hours: in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications, shall not be construed to bea permit for, nor an approval of, any violat' n of the provisions of. the.. building codes.. or any. other ordinance, law, rule.. or. regulation. All plan review is r field inspections.' Signature of Chief B ldi Official date. INSPECTION RE EST LINE: (303)234-5933 BUILDING OFFICE: (303)23S-2855 REQUESTS.. MUST BE. MADE BY.. 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. of w ,_qr COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: ocm)6O l BUILDING INSPECTION LINE - 303-234-5933 Date: of - 1011, J~' CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE co oRpeo WHEAT RIDGE, CO 80215 - (303-235-2855) APPLICATION Property Owner Property Address: 6 ~o✓ cJAI Phone: Contractor License No.: 0 -Z(6 f l Company: cue r-i q vc Phone: 7o.7- Tv'7-ce f qif O\aNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. (OWNER)(CONTRACfORy SIGNLD //l.✓~ /2 DATE2 -~J •J9 (OWNERXCONTRAC'OR): PRINTED DATE DESCRIPTION: f~ ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Electrical License No: Company: Walls: Construction Value-.,S . Permit Fce:S Plan Review Fee:S Use Tax:S Total:S t, BUILDING DEPARTMENT USE ONLY SIC Roof: Stories: Residential Units: Sq.Ft.: Plumbing License No: Mechanical License No: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the Citv. (2) This permit shall expire if(A) We work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days (3) If this permit expires, a new permit may be acquired for a fee ofone-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (I) 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 ofanv manner shall be done that will change dm natural flow of water causing a drainage problem. (5) ConRUctor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval ofdrawings 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 odor ordinance, law, rule or regulation. Chief Building Inspector CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: L2WS Job Address/Permit Number: _3&,4S c£S72~S ! JP ® G- l`4".~3".r-9^:+oYJ t~~~ ri.r ~s~.+l~ 5 ❑ No one available for inspection: Time ,Z';25 AM/PM Re Inspection required: t1,~ No When corrections have been made, call for re-inspection at 303-234-5933 Date: 00/4,° Inspector: s DO NOT REMOVE THIS NOTICE KL&A, Inc. Structural Engineers and Builders 1717 Washington Avenue, Suite 100 Golden, CO 80401 Ph: 303-384-9910 Fax: 303-380-9915 3457 Ringsby Court, Suite 212 4412 W. Eisenhower Boulevard 129 Emma Road, Unit A Denver, CO 80216 Loveland, CO 80537 Basalt, CO 81621 September 8, 2008 Fred Ahlert Consolidated Construction Management 1615 Carr St Unit A Lakewood, CO 80214 Re: Kingsley-Till Residence, 3665 Estes St, Wheat Ridge, CO 80033 F e,' 'n7 c7-- g 3 ® y Dear Fred, The purpose of this letter is document my review and approval of two structural framing conditions not addressed in the construction documents for the above project: 1. Repair of the cracked roof joist above the south bedroom using plywood stitch plates. I specified this repair, observed it, and approve it. 2. Use of OSB shim above the stud-wall top plate at roof joist bearing. I approve of this construction. Sincerely, ,PpO LIeF~ q R. >/ONA-~ $Fegory R. Kingsley, Ph.D, P.E., C.C.E. President and CEO C:\DoavumasmWSeWgs`.G Fingley\DeSVo 90121YjWiq 'vg lara.dw z CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax a M i a j a d 3 i a' 3 S knyyn 3 ❑ No one available for inspection: Time o~ /o AM/PM . .i Re Inspection required: No ,51 When corrections have been made, call for re-inspection at 303-234-5933 ; i Date: 1 e 'r Inspector: G DO NOT REMOVE THIS NOTICE a INSPECTION NOTICE Inspection Type: 4,09 as/3OY Job Address/Permit Number:~W" '7fS ST. If) CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ~G~l~ifc J~/~/~ f Job Address/Permit Number~~~s_ lsw~ e9P ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No `When corrections have been ma , cal for re-inspection at 303-234-5933 Date: 471z),,z Inspector: DO NOT REMOVE THIS NOTICE ~ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: /x/. & W Job Address/Permit Number: 3!GS ss>c~ sue. v~f3~f ~f'.' ('.tirr' aasi~ ~i2rif 5' aa4Fl~'k~ iGtt✓ lrz,2.~1 G' ~ ll s~G~~' ~ Orl ms's r ~f 9y_ ALw& - )el ❑ No one available for inspection: TimeAM/PM Re-Inspection required: Yes No When corrections have been made, call..for re-inspection at 303-234-5933 Date: J2 2 2~' Inspector: DO NOT REMOVE THIS NOTICE "4' City of Wheat Ridge l Residential Addition PERMIT - 081304 PERMIT NO: 081304 ISSUED: 11/07/2008 JOB ADDRESS: 3665 ESTES ST EXPIRES: 05/06/2009 DESCRIPTION: Residential 2nd floor addition1589 sq ft CONTACTS owner Greg Kingsley gc 303/462-2418 Fred Ahlert 02-1099 Consolidated Construction Mana sub 303/437-2403 02-1888 ACCEL ELECTRIC, LLC sub 303/426-0232 Stephen Wegman 01-8985 S & R Mechanical, Inc. sub 303/733-7040 08-0157 S&H Sheetmetal Heating and A/C PARCEL INFO ZONE CODE: R-2 USE: r3 SUBDIVISION: 0600 BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 210,000.00 FEES Permit Fee 2,092.75 CD~G~~-~Y~TJ Plan Review Fee 1,360.29 Total Valuation .00 Use Tax 3,780.00 TOTAL 7,233.04 Conditions: JS: Approved with red line notes. Subject to field inspections and verification. Must comply w/" 2003 IRC & 2005 NEC. 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 a r ation and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other pl" able Whe%tdances, for work under this permit. Plans subject to field inspection. Signature of contractor/owner / date 1. This permit was issued in accordance the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation f the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is s 'e t ield inspections. Signature of Chief Buil g icial date INSPECTION REQUE T LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. I oFw"QTR City of Wheat Ridge Building Division Date: (0 • D "g' K-1 ~m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855' Fax: 303-235-2857 Plan 3 O~g { j 5 °otoRro° Inspection Line: 303-234-5933 permit#:m?j q Building Permit Application Property Address: 3,6~_ te- & Property Owner (please print): Phone: Mailing Address: (if different than property address) Address: J y City, State, Zip: Contractor: Contractor License Phone: I Y J 0 `7lb .1 - Sub Contractors: n I Electrical City License Plumbing City License Mechanical City License Uuv J✓Idr Company: ~ccg Company 5,k Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: 2 1) Use of space (description): TKg ao~~tlvp Construction Value: Description of work: (as calculated per the BuilUlrlq valu fionData sheet) &,,~Jtvql o Plan Review (due at time of submittal)`. Sq. Ft./L.Ft added: Z- Squares/ BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to f' pection. CIRLCE ONE:: (OWNER) (CO (TRACTOR or PERSONAL REPRES E of t R) T PRINT NAME: f'ec SIGNATURE: ~Date:l0 ZONING COMMENTS: -T DEPARTMENT USE ONLY Zoning: _Z Reviewer: A-r PUBLIC WORKS COMMENTS: Reviewer: CC PANCY~ BUILDING DEPARTMENT C MENTS: N17-h` O~ Reviewer FIRE DEPARTMENT:: pproved w/ comments disapproved ❑ no review required Bldg Valuation: $ Certificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORADO 80033 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUILDING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE. PERMIT # 14386 Single Family Addition ' OWNER: Gregory R. Kingsley ADDRESS: 3665 Estes Street PROPERTY ADDRESS: 3665 Estes Street. Wheat Ridge. CO 80033 CONTRACTOR: Homeowner DATE 1/26/2004 CHIEF BUILDING OFFICIAL ZONING ADMINISTRATOR Address: 3665 ESTES ST 0-. C\Ye~o"J' Z ~ i~5 Lc cr ~e(fY6 K::'\.~<S~LL0 Building Permit Number: 14386____J C a\.-t ' J Description: RESTIDENTIAL ADDITION OF APPROX, 1000 SQ. FT., INCLUDING PARTIAL DEMOLITION OF EXISTING STRUCTURE I nspection List Number Type Date ~)Orovall Remarks I _41168 FM 10/2/2003 cancel _41185 FE FM 1 0/3/2003 DIS/DM NOT HOME (1il 2:35 41247 FP 1 0/7/2003 ok/dm _41248 FE 10/7/2003 dis/dm _42621 FE 1/21/2004 dis/dm not home @ 10:00 am _ 42622 FM 1/21/2004 dis/dm _42623 FB 1/21/2004 dis/dm _42654 FE IPLS CALL 423-2687 4TIME' 1/26/2004 ok/cci _42655 FM 1/26/2004 ok/cci 42656 FB 1/26/2004 ok/eel (.j(' ~. FIND COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: 310ft?> 81c5 1) !<Jl JI> d/7JO~ ed-, I/r;hf ;.-a:dkf> , ( dip"''''' I ~~ r;'m~j, avknor- /.6~'-'?/ ~ ~ '/"12011 When corrections have been made, call for re-inspection at 303-234-5933. Date: /~;0..5 ~ ~ Inspector DO NOT REMOVE THIS NOTICE Certificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORADO 80033 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUILDING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE. PERMIT # 16242 Garage Remodel OWNER: Jordan Mencher ADDRESS: 3595 Estes Street PROPERTY ADDRESS: 3595 Estes Street. Wheat Ridge. CO 80033 CONTRACTOR: Eagle Construction ZONING ADMINISTRATOR DATE 10/612003 CHIEF BUILDING OFFICIAL - , ( t ;y WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD JOB ADDRESS //,/ ,~; BUILDING PERMIT NO, /!,-ji;; OWNER c /c..1/?~; " (/ICe" (</I r , CONTRACTOR r/t ~'/:' ;;-<\( .L /> (,"1'/,,,) l . ,j SETBACKS FROM PROPERTY LINES NORTH .^ c. ,-/ '.../-1 . 'f' )..., ) ji. /(., I ,('.L"( ~, /) ., / .. ?// ~( f(L.-:" DATE ISSUED I TYPE I OCCUPANCY I SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION J DATE INSPECTOR Foundations Footings Caissons Reinforcing or Monolithic I Weatherproofing POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) r Rough Electrical ~J( 9-'2..6-03 $.1:. Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED [ Framing [, Insulation Drywall Nailing Roofing C7 Refrigeration Electrical Underground O:/~r I t~~);3 I ~.~ Final Electrical 4- Plumbing Heating & Ventilation Frame R.O.W. & Drainage "ire Department I~arking & Landscaping ~ 'C> 0. L OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER , ~. , f I r , i , Job Address: COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice )bb<;' [--c,ir>s 5/ T'tf "5u (v?!.s;; 1u c~, l'J t .--- 1// - .J. vv. C O'Y'nev .</,At 1/ r I : ~- i (- k. L" F , , r ( I' When corrections have been made, call for re-inspection at 303-234-5933. I l~ Date: ~/..7 :J.t? 7) " r::.l"~f&f f Inspec DO NOT REMOVE THIS NOTICE 1 j I I .I 1 j 1 J ."1 I j i l 'I I J j ::i J ~ 1 1 2nn3 2'21PM CHERRY CREEK NORTH ;UL.16. ~~ . NO.6l3 P.l FACIMILE COVER SHEET To: Wheat Ridge Building Department Fax #: 303.235.2857 From: Jeff Szentmartoni Cell; 720,318.1925 Address: 3665 Estes Wheat Ridge Regarding: Engineer letter Commp.nts: Here is the engineer letter that the building inspector requested on his correction Notice. The original letter will be on-site for the inspector for tomorrow's inspection. Please contact me if you need further assistance. ..1l.TUL.16.20033 f,2)i;'(1IM C~E;~RY...~E~L~~T~200 NO.613 P.2 p.2 . ~~~!~~l~~~~e," 1!06 14" Strae! Golden. CoIOrll<ID 80401 Ph: 303 38~99'lO FIX: 303 384-llI15 July 16, 2003 City ofWbeat Ridge Building Department Rc: Kingsley I Till Addition, 3665 Estell Street, What Ridge, CO 80033 Dear Jeff. Per your request, I 11:11 writing this letk:r 10 dowment: two sIrudIlnIl conditions identified by the building iDltpector as 8nlas of ~ on the above proj=: 1. The modifications to the pre-manufiu:tured lrIISses allow: the windows in the north IivinWdiniJIg roam IWl'e done under my diJectiOll aDd wi1h my approval of both the design lII:ld implementation. 2, The sauf joints in the reclaimed timber beams !bat were origjnally detailed OVCI' the column were shifted. off the column as construc:tai UDder my cIirdon 8Ild with my approval. By my ....lm'lMlons. the joint will jlllofi...... better offset from the column ~~y~& . SinceR:ly. Gregory R. Kinssley, President and CEO. K ......Il;>~__..... .. BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at) k>~ 5" C5k-::5:?t I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: ~ ,RP!5h ~-t:o/ "',II I,A/"J! b",;x,'C< ~) {;,~;,~ ~!~: ~<C::~5 k/'r~;:: ' ,.moiL <3 r . ~ /?; .J;;r, ;Fix ~ ~d^da~- "'..,..1"" #Or' """:fc , iI) u 3"e ~ ~(J :0~'!:i ~-:- 1277;I8<'#P,n//>>, /ui< . 1m ""XI ~ c!,/..!" -9 I:: /fl;;; - 5?ro-r'+ j/J"7'A a~. ..;'" . aG("J~ a v.e. vm,..... - r?/J?/~';d.<.. 1'/"1,>e~,-,,' /~ :P~ . ' 'f.f. ! ("'Y'IYf. f...OfJ"'lC I I p.n You are hereby notified to correct the foregoing violations. When corrections have been made. call for inspection. Date --; ,I I F/o _3 rt9~or lor Building Dept. DO NOT REMOVE THIS TAG FORM WR6-22 I , I [ ~ f , ~' t \ \ t , Ie ; I l r l \ I, I , r i i 1 \ , t t t ! --...---- -~------- -~-_.,.~, ,-- ----- j COMMUNITY DEVELOPMENT DEPT. 1 Inspection Services Division .J,.,. (303) 235_28551 Correction Notice \ Job Address: 3r;.C,"'> Es/t''.5 :;; f 15I' 1".,.,/ ,~i,N) &-- 100 ~ :;,;., I / en- ./7,-",,' "",<>"",0/./1-,,1...<>;,,; t' I r[JL/ ".J;"(--U"1.a... / ( }/,: ~,o.::::J- 1.... 7 ~ ~ When corrections have been made, call for re_inspection at 303-234-5933. Date: 1.;/ Hie '5 , 6t:- Inspector DO NOT REMOVE THIS NOTICE , i , \ 1 j \ i \ 1 , 'l .l j , j 1 1 , , i 1 I 1 \ 1 ~ j J J 1 , I 1 j I , \ i !_~~.,~.......~-~-,. .~~--,.~~--",---,- .....-.....-.---'. .---_."..._........-._~-_.._- '."" ._~~-,. .~_..._-,~_..~...:-~~~-_.._.---_.~.:-. --' BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * I. , Correction Notice Job Located at '7, ~6<? E.d<>,<; I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: Lu.d:x () k' <'hJ J~ ~ / { rhi/ f/ }, ~j !.N?J~// You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date 1/'-./0 ~ /~< Inspector for Building Dept. DO NOT REMOVE THIS TAG FORM WR6.22 , i j i I , ! I 1 1 i I 1 I I I COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date: 15291 4/1/03 Property Owner: GREG KINGSLEY Property Address: 3665 ESTES ST Contractor License No.: 18824 Company: Timberline Electric OWNER/CONTRACTOR SiGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 567-0530 Phone: 5674964 (OWNER)(CONTRACTOR) SIGNED DATE Total: $7,800,00 $199.30 $0.00 $93.60 $292.90 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 applicable Wheat Ridge ordinances, for work under this permit. - Description ELECTRICAL FOR ADDITiON REMODEL ~ -~ " ll' n\t\'6"7;>'t, ) ~~ BUILDiNG DEPARTMENT USE ONLY ",' '~'" "i!mii~ SIC Sq. Ft. ZOIl,L,':olJ'!A:Dll;!,.,: Approval Zoning i&ili!llll~D! ,,;; '.!ll; ",I l!", Approval _i~~;: ,. '.".". ',', n,liJ Approval Occupancy: Walls Roof: Stories Residential Units Use: Electrical License No : 18824 Company :Timberline Electric Expiration Date: 2/28/05 Approvai: OK/KS Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one.half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem, (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6),i~,', . ':msuance of 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 ......: pr1is' uilding codes or any other ordinance, law, rule or regulation. t...... ~ Chief Bui~g Inspector ~ '~ p. ~ ..' . ~\ (' '. "'\ ,,:;. ~''< ' IW,! \ ) <"".,z6( ~;.S/:;,./ ~~ COMMlINITI' DEVEI,OPMENT DEPARTMEN1' BUILDING INSPECfION LINE ,303-234-5933 efTI' OF WHEAT RIDGE '/500 WEST 29TH AVENUE WBEAT RIDGE, CO g0215 - (303-235-2855) APPUC.4.TION BlllJingPennitNumber. ILf330 D"C3'~"03 PI'operty Owner; re~ I n~$ e.1.{ - '. (" C Pnlp<r1y Address: /.p 6 'G> e =:T Conttaclo,Li"""seNo,.t+050 \</,'!>o~ rti companY''1lolbaf,Vlt' 'ill Ie.., Phcn. : f2g%'7- 0630 $a3) ,I Pbc/it '5&7- tj1&7'T' OWl\:I.RICONt~AC10R SIGN.o\TI'RE OFU.\'DERSTA..../DIJlriG ANn A.GREJ!.'\ttl'lT ConstructiOlJ Vahle:S '7g~lJOfJl I Pennlt Fee:$ ! Plan Re~'iew Fee:S Use Tav.:$ Tot:ll:$ '( hereby ~ertif}' thai tht. $e~back di.st.n~s P'ToJposed by :hif pem)!t applitNio'tl are accurate, llfld do n('lt "WIlli!; IIp:p1ict.bleordinan,-'e~. rules Of regu1atlor.9 oi'lhe City r:-fWheJ.1 Ridge or (iWe,t!illl.~s. e~emerlh orre~trictirr.s of record; lltatall tne4iurernenta liho\\-n, ann at:egiltiCi!1S made are ilCCllf4te; thaf 1 r.il....e ruacl -and llgf(e t'::o abidt: by ~11 (;OnditiClt)~ prin:~d on thh ap?:icatkm arH't thOlt I ll.s-&urr,e fult re'pr.m.s:;\:Iility {('oJ ~or;lf'b.ntf wi(" t!l.1l Whet: Ridge Bui!dir:g Co(.c C.JD.C) itnd 1\11 ~th~r ilFplkabJe Wbe!l.lltidge 0:,;i,a~L;e~. for woA urde:- (:;~:;o'r"'Cl0R)'''\I"h~aJjUUlLLATO/;)'~b IlESCRJP110N: r0fVLOJJ adJdidvL. ru ! , M;,qOrJj\F' t1 I { ~I}J r--'- Bl1JJ.DlNG DEP ARTMENT 'CSE 0:''1. Y SIC: SqFt.: ZONING COMlUIiNT8: Approval. Zoning: BUILDING COMMENTS: Approval' PUBL.IC WORItS COMM')fTIi: Approval' Occupancy: Walls: Rod Stones: Resldentia.~ Unih~: Electricallice:nse No: lf06& , 7r':;(&rll nt. Y1l~lr-~ ExpiratJonDat.: 3-05 Approval. Plumbing L,,:en.e No, Company: J\1echanl('al LIC;!~t1'it Nt): Comf'fmy. ExprratJon Date: Appro..a!: Expiration Da1e' Approval: (I) ihi~ ~t.....u iuutd i.t\ l(.C<:lrdallte with tho -prtlv;t;ul\!! Ulllmb ttI. yow lPriic..ci'll1,lGd Po ~l1bjeet to *~ :.w~ .,( tir.c S~tt ofGobrad(j 1lJ"~1 w I.b.~ 1A.n:'1:lg Reg'.LaI10N and BUilding Ct<d:t cfWbI:'ItRidg,t, Colora.1o or An)' t)tAer I.pp~i'a~l~ )n1inll!l~tll </f r.be Cty. r:2J nu~ ll~rmit ~hi'-lt t.'<Pire itt/0 ~ wQrk 'llth.:lrh.c(l i$ Dot ,.or:une::u:ed wltb.ln six:y (lie) day. !Tot:I11:ue, dtte: eor (8) Ut builolinS towoori;.tid it ~a.'<tr.ode~ ell ah:mdoued for;! pGnllC of: 10 d!l.Y~ (1:! ;fthi.!; pennil ellp~. a~w pt.nn;tmay ht.<l~qUirt::l '-:n _ fu of 0Ile-h..1fthe 1Im.(,~III(lrm.Jfy T~ui",.d. JF,.,;it.dno ('.haDlttiibawo bll'lJflor willb@ff.l-!I'W tbt o:r.,$inaJplac.~ ~~ stJ$,iiiti.eiOll$ andbllj s'u..~~iull. tr,(~tnd(,n..'1'lelItr.as nore.tct~1 (,nt (,) )'I:U_ Ifth.lo,e~ b:Jv~ been iJI"iful~t-!lSion 1)!Il&Midcrir.'ent tli.:;eoe:b one (t) year, full fee<< thaU be paid to! ft:;CM' p~llrnil (4) N~ ",ork of U1.y nw:.r.c:r lb.al: be m~ thaI ......:U chl.rl(:c Ole nan:nI flow~! witer ~aus.ihi a dn.Uag~ pl'oolem. (~) CUli.C'lIf,tur sha::!w;.tit:, t~t '6.;J.ldmI1olp~<.-tQr t-.-.ec.ly--t'lUTi14)}v.rlw.ln "-I1~.u :or ,II Jn~ct1:ons RCd:lMIlll'-::dH writteJlIlPim;:,';.1 on iMpecti(,r, :a!'d btfC>j(' procMCin, wHh succtB~i~t pbliles eftheJQ'O, (6: ill... i~i:larn:.w !;It l J~f (,rlhflll.Pf~~".a.1 (l{ drl"':"i!S ",,>1 ~fl"'~;fi";t:i~ ~.a:\ c"t l;:; ~(.on.tl'\Ie,i b 'x: " petmlt for, t1~'1 ~ Qpptovtl d, QJI~ 'flCl~iIIiOfl':': th~ provi&~.oe.t c.ft:Jt buildhg ,o-.1ea o~ .tny atheturGlr.,l'Jce, hW, r>;.k u' rcgu1*-ti.on. -- Chief Bliiding f;;;pecu;;:-----'-- W'd t<1:9T moz N .rev1 .:.f;8r.:S~'(-S.:CI~:: ;\'-Sj fTld 'B ~;H I :'>$',:tlld ~OMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215. (303-235-2855) Building Permit Number: 14386 Date : 8/26/02 Property Owner: GREGORY R. KINGSLEY Property Address: 3665 ESTES ST Contractor License No. : 21569 Company: Gregory Kingsley Phone: 423-2687 Phone: 423-2687 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. Construction Value: Permit Fee: Plan Review Fee: Use Tax: $130,000.00 $1,510.09 $981.56 $1,560.00 $4,051.65 (OWNER)(CONTRACTOR) SIGNED DATE Total: Use: Description: RESTIDENTIAL ADDITION OF APPROX. 1000 SQ. FT., INCLUDING PARTIAL DEMOLITION OF EXISTING STRUCTURE BUILDING DEPARTMENT USE ONLY ~ning CQrnments: Approval: MLC Zoning: R-2 I!llli Idi rigCeomments:: Approval: OM Rublic Works CQ,mmei)ls: Approval: Occupancy: Walls: SIC: Sq. Ft. : COMPLIES W/ R-2 REGS. PROPSOSED ADDITION WILL TOTAL 23.45% LOT COVERAGE. OK. 8/26/02 - NO ROUGH INSPECTIONS UNTIL SUBS ARE LICENSED WITH CITY. Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Gode of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this pennit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to 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 C_OMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: 14386 Date: 8/26/02 Property Owner: GREGORY R. KINGSLEY Property Address: 3665 ESTES ST Contractor License No. : 21569 Company: Gregory Kingsley Phone: 423-2687 Phone: 423-2687 Construction Value: Permit Fee: Plan Review Fee: Use Tax: $130,000.00 $1,510.09 $981.56 $1,560.00 $4,051.65 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ri ordin,anc. for work under th~7r~ b3> (OWNER)(CONTRACTOR) SIGNED DATE 2 Total: Description: RESTiDENTi ADDITION OF APPROX. 1000 SQ. FT., INCLUDING PARTIAL DEMOLITION OF EXISTING STRUCTURE Use: BUILDING DEPARTMENT USE ONLY Zonin9~ml'nents: Approval: MLC Zoning: R-2 Building COO1I'n'ents; Approvai: OM Public Works Comments: Approval: SIC: Sq. Ft. : COMPLIES W/ R-2 REGS. PROPSOSED ADDITION WILL TOTAL 23.45% LOT COVERAGE. OK. 8/26/02 - NO ROUGH INSPECTIONS UNTIL SUBS ARE LICENSED WITH CITY. Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approvai : Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is SUbject to the laws of the Slate of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue dale or (8) 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-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. lf changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem (5) Contractor shall notify the Building Inspector twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job (6) The issuance of a per r 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 th b' g ode :other ordinance, law, rule or regulation. DEPARTMENT OF PLANNING AND DE YELOPMENT BUILDING INSPECTION LINE - 303-234 .5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) APPUCA.TlON Building Permit Number: Date: Property Owner: G;iZ-t-S"01<- '-\ \2, ~ \ ,~(-, <;. L"" '1 Property Address: 'SColo So G S, \0' S <;;''T,! W",--", )<,,0&(;"' Contractor License No.: 1!Ml>~[:RJ,'Cy =:)~;f l\\"\l'(iR-\(,Jt\.) l Company: ~01'" Phone : '0; 4'Z3 - 2(" e>"1- Phone: '};.;<f- 9 C1 ( L"" OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: \1'>1') ~l'SOptO Permit Fee: Plan Review Fee: Y= I hearby certify that the setback distances proposed by this permit application are accurate, and do not viola:te applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all meas1lrlmlents shown, and allega:tioml made are accurate; that I have read and agree to abide by all conditions printed on this applications and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C) and all otlw applicable Wheat Ridge Ordinances. for work. under this permit. (OWNllRXCONI'RAcroR),SIGNED ~ . ~!-I DATE.H"'Z. Description: ~::. \. 'D~\ \~ IL-".()\DLT!V1-.J (!)[" '^-' 'u cO \=- \ C ( t)~CL\ -nd~ CJf 't;)<..\".,;I:\.NC.... ~0C\U~t TTQp T~y. Total: \~ C "--....'101 NG; pt'I.e.'1:\""-. Z'1':&_tll:"" tin Approval: \ IlJLI.:., Zouing: R - J. ai.gm.~I$: Approval: BUILDING DEPARTMENT USE ONLY l:OOl\)~.0 1Djr- '6. ~1!J.9\'S' 9~~o.~ ~\K a'345 '}'o ~ ~()\)~~~. &~ b)-- 2!(ZbIC.>7- -.,. ~ ~,h ~ 4n1! <.p~f; ( pJ,) ~ /,''{...'vM4K SIC: _flC.:o~:: SltFb', i. ' l,;)\ ()ccupancy: Walls: Roof: 1l~-.<tc;'f --1/ ':- ~""'" \~ ~<-::'I ~,~ ',,;<; " ") .. Y,.<'" " .-<() ,JC:(~ ~ c}? . '-"' ~, .\ i\\ ;"\ .I .1i~niftli1if..: Approval: ,f' Stories: ($?t'l 6t'- Electrical License No: 4oS'IP Pt9tl Plumbing License No: \ 'Z>~%I, () Company: 1l<>'\IWYl-U~~ \;lE>CfR"y- V Company: tLtH. 1'I."'~Iu..l ~",t+ p~~ L~'~f e1t"o. h<- E . . D >1.0 . 310>"'1" E . . D xprral10n ate: > xprral10n are: Approval: Approval: Mechanical License ~'101 Company: ~ ~ ~ \ ccJI. Expiration Date: Approval: (1) This pennit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code ofWbeat Ridge, Colorado or Urj other applicable ordinances ofllie City. (2) This pennit shall expire if (A) the work authorized is not commcru:;ed within sixty (60) days from issue date or (8) th.e building auJ:horizeci 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-balfthe amount naunally required, provided no changes hsve bcon or will be made in tho original plans and specifications and my suspension or abandonment has not exceoded one (1) year. If changes hBvc been or if suspension cr abandonment =eeds one (1) year, full fees shall be paid for a new permit (4) No warlcofanymanne.r shall be done that will change the IlIItural flow ofwate.r causing a drainage problem. (5) Contractor shall notifY the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval an inspection card before proceeding with successive phases of the job. (6) Tho issuance of a pennit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, anyviolation ofthc provisions of the buil~ codes or any other ordinance, law, rule or regulation. C>M~~ ~ SOILS AND FOUNDATION INVESTIGATION RESIDENCE ADDITION 3665 ESTES STREET WHEAT RIDGE, COLORADO Prepared For: GREG KINGSLEY 3665 Estes Street Wheat Ridge, Colorado 80033 Attention: Mr. Greg Kingsley Job No. 35,057 July 22, 2002 CTL/THOMPSON, INC. CONSULTING ENGINEERS 1971 WEST 12TH AVENUE. DENVER, COLORADO 80204 . (303) 825-0777 TABLE OF CONTENTS SCOPE SUMMARY OF CONCLUSIONS SITE CONDITIONS PROPOSED CONSTRUCTION SUBSURFACE CONDITIONS EXPANSIVE SOIL RISK SLAB PERFORMANCE RISK SITE PREPARATION FOUNDATION Footings with Minimum Deadload FLOOR SYSTEMS AND SLABS-ON-GRADE Porches, Patios and Decks BELOW-GRADE WALLS SUBSURFACE DRAINS AND SURFACE DRAINAGE CONCRETE LIMITATIONS EXHIBIT A - SLAB PERFORMANCE RISK EVALUATION, INSTALLATION AND MAINTENANCE EXHIBIT B - SURFACE DRAINAGE, IRRIGATION AND MAINTENANCE FIG. 1 - LOCATION OF EXPLORATORY BORING FIG. 2 - SUMMARY LOG OF EXPLORATORY BORING FIG. 3 - SWELL CONSOLIDATION TEST RESULTS FIG. 4 - INTERIOR FOUNDATION WALL DRAIN TABLE I- SUMMARY OF LABORATORY TEST RESULTS I i MR. GREG KINGSLEY RESIDENCE ADDiTION CTUT 35,057 ~ 1 1 2 2 2 3 4 4 5 5 6 7 8 9 9 10 ~ SCOPE This report presents results of our Soils and Foundation Investigation for the proposed addition to a residence located at 3665 Estes Street in Wheat Ridge, Colorado (Fig. 1). The purpose of our investigation was to evaluate the subsurface conditions in orderto provide geotechnical design criteria forthe proposed addition. The scope was described in our proposal dated July 1, 2002. This report was prepared from data developed during field exploration, laboratory testing, engineering analysis and experience with similar conditions. It includes our opinions and recommendations for design criteria and construction details for foundations and floor systems, slabs-on-grade, lateral earth loads and drainage precautions. The report was prepared for use in design and construction of the addition on the referenced lot. Other types of construction may require revision of this report and the recommended design criteria. A brief summary of our conclusions and recommendations follows. Detailed design criteria are presented within the report. SUMMARY OF CONCLUSIONS 1. Subsoils found in our exploratory boring consisted of 18 feet of sandy clay and 4 feet of clayey gravel underlain by claystone bedrock to the maximum explored depth of 25 feet. Samples of the sandy clay exhibited low swell. Subsoil conditions are comparatively favorable for the proposed construction with respect to other sites in the Denver area. 2. Ground water was encountered at a depth of 15 feet during drilling. When the hole was checked several days after drilling, ground water was measured at a depth of 14.5 feet below the existing ground surface. 3. We recommend a footing foundation designed with minimum deadload for the proposed addition. Design and construction criteria for foundations are presented in the report. MR. GREG KINGSLEY RESIDENCE ADDITION CTLIT 35,057 1 ~ 4. Typically, we recommend structurally supported floors in all non- basement, finished living areas. The risk of poor floor slab performance is low for this lot. We estimate potential slab heave of 1 inch or less. Where slab movement is not tolerable, we recommend a structurally supported floor. Exterior f1atwork will be slab-on-grade and may heave and crack. 5. Surface drainage should be designed, constructed and maintained to provide rapid removal of surface runoff away from the residence and proposed addition. Good irrigation practices should be followed to avoid excessive wetting. SITE CONDITIONS The residence is a two-story structure with a crawl space, located at 3665 Estes Street in Wheat Ridge, Colorado (Fig. 1). We understand the existing residence is constructed on spread footings with the main floor over a crawl space. The lot appears to be fairly level and the addition area is covered with mowed grass and landscaping. Cursory examination indicates the existing residence appears to be performing well. PROPOSED CONSTRUCTION We understand the addition to the west side of the existing residence will be one story without a basement. We understand a portion of the existing structure, including a fireplace, will be demolished prior to construction of the addition. We anticipate the addition will be wood-framed with block walls and an exterior finish to match the existing residence. Foundation loads are expected to be relatively light. SUBSURFACE CONDITIONS The subsoil conditions were explored by drilling one exploratory boring at the approximate location shown on Fig. 1. The boring was advanced using 4-inch diameter, continuous flight auger and a truck-mounted drill rig to a depth of 25 feet. MR. GREG KINGSLEY RESIDENCE ADDITION CTLJT 35,067 2 ~ Drilling was supervised by our field representative who logged the soils and obtained samples. A graphic log of the boring, including results offield penetration resistance tests, is shown on Fig. 2. Soil samples obtained during drilling were returned to our laboratory and visually examined by the geotechnical engineer for this project. Laboratory testing was then assigned, and included natural moisture content and dry density, swell- consolidation, gradation, and Atterberg limits. Results of laboratory tests are presented on Fig. 3 and summarized on Table I. Subsoils encountered in the exploratory boring consisted of 18 feet of sandy clay and 4 feet of clayey gravel underlain by claystone bedrock to the maximum explored depth of 25 feet. The clay was stiff to very stiff, the clayey gravel was medium dense to dense and the claystone bedrock was hard based on field penetration resistance tests. Two sandy clay samples exhibited low swell (0 to 0.4 percent) when wetted under an applied pressure of 1,000 psf. Ground water was encountered at a depth of 15 feet during drilling. When the hole was checked several days after drilling, ground water was measured at a depth of 14.5 feet below the existing ground surface. We do not anticipate ground water will impact construction of the addition. EXPANSIVE SOIL RISK Expansive soils are present at this site. The presence of expansive soils implies risk that slabs-on-grade and foundations will heave and be damaged. The risks associated with swelling soils can be mitigated by careful design, construction and maintenance procedures. We believe the recommendations in this report will help to control risk of foundation damage; they will not eliminate that risk. Builders and home owners should understand that slabs-on-grade and, in some instances, foundations may be affected by swelling soils. Home owner maintenance will be MR. GREG KINGSLEY RESIDENCE ADDITION CTllT 36,067 3 ~ required to control risk. We recommend the home owners obtain a booklet which describes swelling soils and recommendations for care and maintenance of homes on expansive soils. The Colorado Geologic Survey Special Publication 431 was designed to provide this information. SLAB PERFORMANCE RISK We conducted tests to evaluate swell of the soils. Laboratory test results, subsoil profiles and our experience with residential construction and performance were used to provide an evaluation of slab performance risk. Slab performance risk evaluation is an engineering judgement which is used as a predictor of the general magnitude of potential slab-on-grade heave, and the risk of poor slab-on-grade performance. Based on our investigation, we judge the slab performance risk is low at this lot. SITE PREPARATION Minor cuts and fills (less than 5 feet) may be necessary to obtain construction grades. All vegetation and debris from demolition ofthe existing structure should be removed from foundation areas prior to preparation for new construction. Clay fill should be moisture treated between 0 and 3 percent above optimum moisture content and sand fill should be moisture treated to within 2 percent of optimum moisture content. All fill should be compacted to at least 95 percent of standard Proctor (ASTM 0698) maximum dry density. Our representative should observe and test compaction of the fill. 1 "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners," D.C. Noe, C.L. Jochim, W.P. Rogers, Colorado Geological Survey, Department of Natural Resources, Denver, CO., 1997 MR. GREG KINGSLEY RESIDENCE ADDITION CTUT 36,057 4 ~ FOUNDATION Our investigation indicates low swelling sandy clay is present near foundation levels. We recommend footings with minimum deadload for the proposed addition. The addition should be structurally independent ofthe existing residence. Movement of the new addition is expected to be about 1 inch or less and will be differential with respect to the existing structure. Design and construction criteria for foundations are provided below. The criteria were developed from analysis offield and laboratory data and our experience. Footinas with Minimum Deadload 1. The footing foundation should be constructed on undisturbed natural soils or similar well-compacted fill. Where soils are loosened during excavation or in the forming process for footings, or if any loose or soft soils are encountered at the footing level, the soils should be removed or compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698) at 0 to 3 percent above optimum moisture content, prior to placing concrete. 2. Footings should be designed for a maximum allowable soil pressure of 3,000 psf and a minimum deadload of 1,000 psf. 3. If interrupted footings are necessary to maintain deadloads, a 4-inch void should be constructed below grade beams or foundation walls, between the pads. 4. Footings should have a minimum width of 16 inches. Foundations for isolated columns should have minimum dimensions of 20 inches by 20 inches. Larger sizes may be required depending upon the loads and structural system used. 5. Differential movement of the addition with respect to the existing structure may occur. We recommend provision of a construction joint or flexible connection between existing and proposed structures to allow some differential movement. 6. Foundation walls should be well reinforced, top and bottom. We recommend reinforcement sufficient to span an unsupported distance of at least 10 feet. Reinforcement should be designed by the structural MR. GREG KINGSLEY RESIDENCE ADDITION CTUT 35.057 5 ~ engineer considering the effects of large openings on wall performance. 7. Exterior footings must be protected from frostaction. Normally, 3 feet of frost cover is assumed in the area. 8. The completed foundation excavation should be observed by a representative of our firm prior to placing the forms to verify subsurface conditions are as anticipated from our borings. FLOOR SYSTEMS AND SLABS-ON-GRADE The risk of poor slab performance is low for this lot. Our experience indicates slab performance has generally been satisfactory on low risk sites. We estimate potential slab heave may be 1 inch or less. If movement cannot be tolerated, the owner should select a structurally supported floor. In our opinion, a structural floor should be used in non-basement, finished living areas. The structural floor is supported by the foundation system. There are design and construction issues associated with structural floors, such as ventilation and lateral loads, which must be considered. If a structurally supported floor is used, the required air space depends on materials used to construct the floor. Building codes require a clear space of 18 inches above exposed earth if untreated wood floor components are used. Where structurally supported floors are used, utility connections including water, gas, air duct and exhaust stack connections to floor supported appliances, should be capable of at least 1 inch of movement to absorb "flex" of the floor. Plumbing which passes through the floor should ideally hang from the underside of the structural floor and not laid on the bottom of the excavation. This may not be achievable for some parts of the installation. It is prudent to maintain the minimum clear space below all plumbing lines. MR. GREG KINGSLEY RESIDENCE ADDITION CTLIT 35,057 6 ~ Performance of conventional slabs-on-grade on expansive soils is erratic. Various properties ofthe soils and environmental conditions influence magnitude of movement and other performance characteristics of slabs supported by expansive soils. Increases in the moisture content in expansive soils will cause heaving and may cause cracking of slabs-on-grade. Where slabs-on-grade are used, we recommend precautions for slab-on-grade construction which are included in Exhibit A. Porches. Patios and Decks Where porches or patios are constructed with overhanging roofs, we recommend supporting the porches and patios with the same foundation type as the house. The porch and patio slabs should be constructed to reduce likelihood that ground heave will lift the slabs. One approach is to place loose backfill under structurally supported slabs. This fill will more likely settle than swell, and can thus allow some heave of underlying soils. Another approach would be to cast the slab over void-forming materials. Patio slabs with no roofs, other exterior flatwork and decks should be isolated from the foundation or be designed so slab movement does not affectthe foundation. A short pier orfooting bottomed at least 3 feet below grade can be used if movement is acceptable. Use of 8 to 10-foot piers can reduce potential movement. Patios can also be built with a thickened edge; frost heave may affect these slabs. The footings or short piers should not be founded in the backfill adjacent to the foundation walls because the backfill is normally not densely compacted and there may be risk of settlement. If short piers or footings are used, the deck or patio should be isolated from the residence, or the inner end of the deck may rest on haunches or steel angles bolted to the foundation walls so that heave ofthe deck will not cause distress to the foundation. We suggest use of adjustable bracket-type connections or other details between foundations and deck posts so the posts can be trimmed or adjusted if movement occurs. MR. GREG KINGSLEY RESIDENCE ADDITION CTlJT 36,067 7 ~ BELOW-GRADE WALLS No basement is planned as part of the addition. Foundation walls and grade beams which extend below grade should be designed for lateral earth pressures where backfill is not present to about the same extent on both sides of the wall. Many factors affect the values of the design lateral earth pressure. These factors include, but are not limited to, the type, compaction, slope and drainage of the backfill, and the rigidity of the wall against rotation and deflection. For a very rigid wall where negligible or very little deflection will occur, an "at-rest" lateral earth pressure should be used in design. For walls which can deflect or rotate 0.5 to 1 percent of wall height (depending upon the backfill types), lower "active" lateral earth pressures are appropriate. Our experience indicates foundation walls can deflect or rotate slightly under normal design loads, and that this deflection results in satisfactory wall performance. Thus, the earth pressures on the walls will likely be between the "active" and "at-rest" conditions. If on-site soils are used as backfill and the backfill is not saturated, we recommend design of foundation walls using an equivalent fluid density of at least 50 pcf at this site. The value assumes deflection; some minor cracking of walls may occur. If very little wall deflection is desired, higher design density may be appropriate. Recent experience indicates for similar subsoils most foundation walls designed with 50 pcf equivalent fluid density have performed satisfactorily. We understand recent designs and some local building code changes have resulted in enhancements including two-way reinforcement (a mat of steel) in foundation walls or other measures, such as thicker walls. We believe the recent enhancements will improve foundation performance compared to historical practice which often included use of two reinforcing bars in the top and bottom of a-inch walls. The structural engineer should also consider site specific grade restrictions and the effects of large openings on the behavior of the walls. MR. GREG KINGSLEY RESIDENCE ADDITION CTLJT 36,057 8 ~ SUBSURFACE DRAINS AND SURFACE DRAINAGE Water from surface irrigation of lawns and landscaping frequently flows through relatively permeable backfill placed adjacent to a residence and collects on the surface of relatively impermeable soils occurring at the bottom of foundation excavations. This can cause wet or moist crawl space conditions after construction if a structural floor system is chosen. Our experience indicates moist conditions can develop in non-basement crawl space areas resulting in isolated instances of damp, musty smells and, in some cases, standing water. Crawl space areas should be well ventilated depending on the use of moisture barriers on the exposed soils and the floor material selected. Some builders install drain systems around non-basement crawl space areas as a precaution; we regard these installations as optional. Drains can be added after construction if usually moist conditions develop. A typical drain detail is presented on Fig. 4. Good design, construction and maintenance of surface drainage are critical to the satisfactory performance of foundations, slabs-on-grade and other improvements. Landscaping and irrigation practices will also affect performance. Exhibit B contains our recommendations for surface drainage, irrigation and maintenance. CONCRETE Concrete which comes into contact with soils can be subjectto sulfate attack. Water soluble sulfate concentrations measured during other investigations performed in this area have generally been low. The American Concrete Institute IACI) indicates Type I or Type II cement can be used for concrete which comes into contact with subsoils containing negligible to low concentrations of sulfate. In our experience, superficial damage can occur to the exposed surfaces of highly MR. GREG KINGSLEY RESIDENCE ADDITION CTUT 36,057 9 ~ permeable concrete, even though sulfate levels are low. To control this, the water-to- cement ratio should not exceed 0.52 for concrete in contact with soils which are likely to stay moist due to surface drainage or high water tables. LIMITATIONS One boring was drilled for the proposed addition to obtain a reasonably accurate picture of foundation soil conditions. Variations in the subsoil conditions not indicated by our borings are possible. A representative of our firm should inspect the foundation excavations to verify soils are as anticipated. We believe this investigation was conducted with that level of skill and care ordinarily used by geotechnical engineers practicing in this area at this time. No other warranty, express or implied, is made. If we can be of further service in discussing the contents ofthis report or in the analysis ofthe influence ofthe subsoil conditions on design ofthe structure, please call. , )' ""..,. CTUTHOMPSON, INC. Eric D. Bernhardt Staff Engineer EDB:DAG/al (5 copies sent) MR. GREG KINGSLEY RESIDENCE ADDITION CTur 35,057 10 ~ EXHIBIT A SLAB PERFORMANCE RISK EVALUATION, INSTALLATION AND MAINTENANCE As part of our evaluation ofthe subsoils and bedrock, samples were tested in the laboratory using a swell test. In the test procedure, a relatively undisturbed sample obtained during drilling is first loaded at natural moisture content and then flooded with water and allowed to swell. The pressure applied prior to wetting can approximate the weight of soil above the sample depth or some standard load. Because of extensive experience with a pressure of 1,000 psf, our firm usually conducts tests using this load. The measured percent swell is not the sole criteria in assessing potential movement of slabs-on-grade and the risk of poor slab performance. The results of a swell test on a site are tempered with data from surrounding lots, depth of tests, depth of excavation, soil profile, and other tests. This judgment has been described by the Colorado Association of Geotechnical Engineers 2(CAGE, 1996) as it relates to basement slab-on-grade floors. It can also be used to help judge risk of poor performance of other slabs-on-grade such as garage floors, driveways and sidewalks. The risk evaluation is also considered when we evaluate appropriate foundation systems for a given site. In general, more conservative foundation designs are used for higher risk sites to control the likelihood of excessive foundation movement. As a result ofthe Slab Performance Risk Evaluation, sites are categorized as low, moderate, high or very high risk. This is a judgment of the swelling characteristics of the soils and bedrock likely to influence slab performance. REPRESENTATIVE SWELL POTENTIAL DESCRIPTIONS AND CORRESPONDING SLAB PERFORMANCE RISK CATEGORIES Low Oto<3 Oto<2 Moderate 3to<5 210<4 High 6to<8 4to<6 Very High ~8 >6 Note: The representative percent swell values presented are not necessarily measured values; rather, they are a judgment of the swell of the soil and bedrock profile likely to influence slab perfonnance. 2~Guideline for Slab Performance Risk Evaluation and Residential Basement Floor System Recommendations," Colorado Association of Geotechnical Engineers, December 1996, MR. GREG KINGSLEY RESIDENCE ADDITION CTUT 35,057 Exhibit A - 1 ~ The rating of slab performance risk on a site as low or high is not absolute. Rather, this represents a judgment. Movement of slabs may occur with time in low, moderate, high and very high risk areas as the expansive soils respond to increases in moisture content. Overall, the severity and frequency of slab damage usually is greater in high and very high rated areas. Heave of slabs-on-grade of 3 to 5 inches is not uncommon in areas rated as high or very high risk. On low and moderate swell sites, slab heave of 1 to 3 inches is considered normal and we believe in the majority of instances, movements of this magnitude constitute reasonable slab performance. On lots rated as high or very high risk, there may be need to repair, maintain or replace garage floors and exterior flatwork. CTUThompson, Inc. recommends use of structurally supported basement floors, known as "structural floors", for all lots rated as high and very high swell potential. We also generally recommend use of structural basement floors on walkout lots rated as moderate, high or very high swell potential. Home buyers should consider structural floors on any lot where they intend to finish the basement. For parts of houses where slab-on-grade are used, we recommend the following precautions, These measures will not keep slabs-on-grade from heaving; they tend to mitigate damages due to slab heave. If buyers choose to finish slab-on- grade areas, they must accept risk of slab heave, cracking and consequential damages. In any case, heave may require maintenance to control damage. 1. Slab-on-grade floor construction should be limited to areas such as garages and driveways where slab movement and cracking are acceptable. 2. Slabs should be placed directly on the exposed subsoils. Provision of a sand and gravel layer beneath the slabs is normally not recommended because it increases the possibility of a single source of water wetting the entire area supporting the slabs. A gravel layer is recommended where ground water is within about 3 to 5 feet below the slabs. 3. Slabs should be separated from exterior walls and interior bearing members with a slip joint which allows free vertical movement of the slabs. These joints must be maintained by home buyers to avoid transfer of movement. 4. Slab bearing partitions should be minimized. Where such partitions are necessary, a slip joint (or float) allowing at least 3 inches of free vertical slab movement should be used. Doorways should also be designed to allow vertical movement of slabs. To limit damage in the event of movement, sheetrock should not extend to the floor. Home buyers should monitor partition voids and other connections, and re- establish the voids before they close to less than % inch. MR. GREG KINGSLEY RESIDENCE ADDITION CTUT 35,057 Exhibit A - 2 [il] 5. Underslab plumbing (if any) should be eliminated where feasible. Where such plumbing is unavoidable, it should be thoroughly pressure tested during construction for leaks and be provided with flexible couplings. Gas and water lines leading to slab-supported appliances should be constructed with flexibility. Home buyers must maintain these connections. 6. Plumbing and utilities which pass through slabs should be isolated from the slabs. Heating and air conditioning systems supported by slabs should be provided with flexible connections capable of at least 3 inches of vertical movement so that slab movement is not transmitted to the duct work. These connections must be maintained by the home buyer. Where structurally supported floors are used for the main level, connections should be capable of at least 1 inch of movement to absorb "flex" of the floor. Plumbing which passes through the floor should ideally be hung from the underside of the structural floor and not laid on the bottom of the excavation. This may not be achievable for some parts of the installation. It is prudent to maintain a minimum 8-inch air gap below all plumbing lines. If trenching below the lines is necessary, we recommend sloping these trenches so they drain to the foundation drain. 7. Exterior patio and porch slabs should be structurally supported on piers with a void below if they are not part of a post-tensioned slab foundation. The builder should also consider wood decks (versus concrete patio slabs) on lots with high or very high slab performance risk because decks can be adjusted in the event of movement. 8. Frequent control joints should be provided in conventional slabs-on- grade to reduce problems associated with shrinkage and curling. Panels which are approximately square generally perform better than rectangular areas. We advocate an additional joint about 3 feet from and parallel to foundation walls. MR. GREG KINGSLEY RESIDENCE ADDITION CTLfT 36,057 Exhibit A - 3 -~_..__.---,----_.-._.._--~..------ ~ EXHIBIT B SURFACE DRAINAGE, IRRIGATION AND MAINTENANCE Performance of foundations and concrete f1atwork is influenced by the moisture conditions existing within the foundation soils. Surface drainage should be designed to provide rapid runoff of surface water away from proposed residences. Good surface drainage and irrigation practices can help control the amount of surface water which penetrates to foundation levels and contributes to settlement or heave of soils and bedrock which support foundations and slabs-on-grade. Good drainage away from the foundation and avoidance of irrigation near foundations also help to avoid excessive wetting of backfill soils, which can lead to increased backfill settlement and possibly to higher lateral earth pressures due to increased weight and reduced strength of the backfill. CTUThompson, Inc. recommends the following precautions. Home buyers should maintain surface drainage and install irrigation systems which substantially conform to these recommendations. 1, Wetting or drying of the open foundation excavations should be avoided. 2. The ground surface surrounding the exterior of each residence should be sloped to drain away from the building in all directions. We recommend a minimum constructed slope of at least 12 inches in the first 10 feet (10%) in landscaped areas around each residence, where practical. We do not view the recommendation to provide a 10% slope away from the foundation as an absolute. It is desirable to create this slope where practical, because we know that backfill will likely settle to some degree. By starting with good slope, positive drainage can be maintained for most settlement conditions. There are many situations around a residence where a 10% slope cannot be achieved practically, such as around patios, at inside foundation corners, and between a house and nearby sidewalk. In these areas, we believe it is desirable to establish as much slope as practical, and to avoid irrigation in the area. We believe it is acceptable to use a slope on the order of 5% perpendicular to the foundations in these limited areas. For lots graded to direct drainage from the rear yard to the front, it is difficult to achieve 10% slope at the high point behind the house, We believe it is acceptable to use a slope of about 6 inches in the first 10 feet (5%) at this location. Between houses which are separated by a distance less than 20 feet, the constructed slope should generally be at least 10 percent to the swale used to convey water out of this area. For lots which are graded to drain to the front and back, we believe it is acceptable to install a slope of 5 to 8 percent at the high point (aka "break point") between houses. MR. GREG KINGSLEY RESIDENCE ADDITION CTLfT 35,057 Exhibit B-1 ~ 3. Swales used to convey water across yards and between houses should be sloped so that water moves quickly and does not pond for extended periods of time. We advocate a minimum slope of 2 percent in grassed areas, and believe 2.5 percent is preferable; this cannot always be achieved without using steep driveways or steps from the house to the garage. The slope should also be at least 2 percent where landscaping rock or other materials are present. If slopes less than about 2 percent are necessary, concrete-lined channels or plastic pipe should be used. 4. Backfill around the foundation walls should be moistened and compacted. 5. Roof downspouts and drains should discharge well beyond the limits of all backfill. Splash blocks and/or extensions should be provided at all downspouts so that water discharges onto the ground beyond the backfill. We generally recommend against burial of downspout discharge. Where it is necessary to bury downspout discharge, solid pipe should be used and it should slope to an open gravity outlet. All downspout extensions, splash block and buried outlets must be maintained by the home buyer. 6. The importance of good home owner irrigation practices cannot be over- emphasized. Irrigation should be limited to the minimum amount sufficient to maintain vegetation; application of more water will increase likelihood of slab and foundation movements. Landscaping should be carefully designed and maintained to minimize irrigation. Plants used close to foundation walls should be limited to those with low moisture requirements. Irrigated grass should not be located within 5 feet of the foundation. Sprinklers should not discharge within 5 feet of foundations. MR. GREG KINGSLEY RESIDENCE ADDITION CTLfT 35,057 Exhibit B-2 SCALE: 1'= 20' LEGEND: TH-1 INDICATES LOCATION OF . EXPLORATORY BORING TBM TEMPORARY BENCHMARK: ~ EXISTING FLOOR LEVEL (ASSUMED ELEV.= 1 00.0') EVERETT DRIVE ~ ~ I VICINITY MAP NOT TO SCALE 1---- - ------ -- ---- --- - - - - --l EXISTING AREA TO r - - - - -., BE DEMOLISHED 11 I 1 I i 1 I 1 I L.., I 1 I EXISTING 1 TBMI RESIDENCE 1 I 1 1 r~ 1 I 1 I I 1 I I I I L I ~ L _ _ _ _ _ _ ~_ = _ _-~~ ~ ~ _ _ _ _ _ _ _ _ _ _ _ J TH-l . PROPOSED ADDITION . c w , . . "- . ~ ~ . ~ Greg Kingsley Reaklence Addition, 36&5 E8t88 St. Job No. 35,057 f- W W 0::: f- VJ VJ W f- VJ W Location of Exploratory Boring Fig. 1 TH-1 ~ EI. 99.3 LEGEND: 100 100 D CLAY, SANDY, STIFF TO VERY STIFF, MOIST, BROWN (CL), ~ GRAVEL, CLAYEY, MEDIUM DENSE TO 95 95 ':~ DENSE. VERY MOIST, BROWN, GRAY (GC). ~ BEDROCK. CLAYSTONE, HARD. MOIST, BROWN, RUST. 90 90 P DRIVE SAMPLE. THE SYMBOL 11/12 INDICATES THAT 11 BLOWS OF A 140,POUND HAMMER FALLING 30 INCHES WERE REQUIRED TO DRIVE A 2.5-INCH 0.0. SAMPLER 12 INCHES. 85 :!: 85 "l. WATER LEVEL MEASURED AT TIME OF "l.- DRILLING. 1 WATER LEVEL MEASURED SEVERAL DAYS AFTER DRILLING. t;; 80 80 f- UJ UJ UJ NOTES: u. u. Z Z 0 0 1, THE BORING WAS DRILLED ON JULY 1. 2002 ~ >= <( USING 4,INCH DIAMETER. CONTINUOUS > > UJ UJ FLIGHT AUGER AND A TRUCK,MOUNTED -' -' UJ 75 75 UJ DRILL RIG. 2. BORING LOCATION AND ELEVATION IS APPROXIMATE AND WAS SURVEYED BY A REPRESENTATIVE OF OUR FIRM REFERENCING THE EXISTING FLOOR LEVEL AS A TEMPORARY BENCHMARK 70 70 (ASSUMED ELEV.=100.0'). 3. THIS LOG IS SUBJECT TO THE EXPLANATIONS, LIMITATIONS AND CONCLUSIONS AS CONTAINED IN THIS REPORT. 65 65 60 60 55 55 Summary Log of Exploratory Boring FIG.2 KINGSLEY RESIDENCE JOB NO. 35,057 ~ 3 .J E SION UN )ER ,,~~ ST ~n - -- )< p ~$~ URE DU TO Irl~ G 2 z 0 o in z <( D.. ,1 >< W ';!. Z ,2 o in VI w [l: ,3 D.. :;; o u -4 0.1 1.0 APPLIED PRESSURE - KSF Sample of CLAY, SANDY (CL) From TH-1 AT 4 FEET 10 100 NATURAL DRY UNIT WEIGHT= NATURAL MOISTURE CONTENT= 108 PCF 12.7 % 3 -~I J( OVEMEN DUE TO W INI -. - .~ --- - 2 z o 0 in z <( D.. >< ,1 W ~ . z o ,2 in VI w [l: D.. ,3 :;; o u -4 0.1 1.0 APPLIED PRESSURE - KSF Sample of CLAY, SANDY (CL) From TH-1 AT 9 FEET 10 100 NATURAL DRY UNIT WEIGHT= NATURAL MOISTURE CONTENT= 115 PCF 13.9 % JOB NO. 35,057 Swell Consolidation Test Results FIG. 3 SLOPE PER REPORT I ~ BELOW GRADE WALL SLOPE PER OSHA REINFORCING STEEL PER STRUCTURAL DRAWINGS FOOTING OR PAD ................. ............ ................. ................. ................. .................. ................. .................. ............ .................. ............ .................. ............ .................. .............. .................. ............... ............. .... ................. .................. ............... .................. ....... ........ ........ ....... .................. ................. .................. .............. .................. ................. .................. ................. .................. ................. .................. .................. ................. .................. . . . . . . . . . . . . . . . . . .................. ................. .................. ...... .............. ................. .................. ............... ........ ................. . ................. .................. ................. .................. ............. .................. .................. .............. ~ NOTE: DRAIN SHOULD BE AT LEAST 4 INCHES BELOW BOTTOM OF VOID AND FOOTING AT THE HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVI1Y OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING, FLOOR SYSTEM \ CRAWL ~ SPACE OR VOID \ 24"MIN, OR BEYOND 1:1 ................................ SLOPE FROM ::.:.'EEE ~g6WN~ OF - .....'...,.,...,.................... (WHICHEVER ..................................... .................................... .;;;;;..;;;,.;;;,'..;;;;;;;;;;;;..;;;;;,.;,. IS GREATER) ..................................... .................................... .............. ......... . ENCASE PIPE IN WASHED CONCRETE AGGREGATE (ASTM C33, NO. 57 OR NO. 67). 4-INCH DIAMETER PERFORATED DRAIN PIPE. THE PIPE SHOULD BE LAID IN A TRENCH WITH A SLOPE RANGING BETWEEN 1/8 INCH AND 1/4 INCH DROP PER FOOT OF DRAIN. Job No. 35,057 Interior Foundation Wall Drain Fig. 4 .... on o on '" ci Z aJ o ..., W ...I III i5 u. o III I- ...I ::J III W II: >- II: ~ o III < ...I LL o >- II: < W 0. ~ ...J ::J'...J:::J" 0 \2.\2.\2. '" >->->- 000 zzz """ "''''''' >>-->" :5:5:5 tltltl CloW Zo ':; on cn~>* "'O~~ <0 "z'" 0. "'~ I--X ;j~:g.. N N -JU')Z- Cl:5- "'0. w aJ "'01- ~5::E" ;; 0-_ <C::::i-l <D~ !;i:~~~gg O..JU).eOO ....a..f3_.......... ",0.", W"o. 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'" m :; 1ii Cl c ~ E m " '0 ~ '" DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 95-641 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 3/29/95 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: DELINE MURRAY J Property Address: 3665 ESTES ST Phone: 424-4436 Contractor License No.: 17201 Company: Total Plumbing, Inc, Phone: 286-1104 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: $550.00 $17.00 $0,00 $8.20 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 responslbi ity for com hance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wh Ridge once, for wo under this pennll. . e- (OWNER)(CONTRACTOR) SIGNED ~ DATE3h"J9;1 Total: $25.20 Description: REPLACE WATER HEATER BUILDING DEPARTMENT USE ONLY Approval: Zoning: Approvai : Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: .. Expiration Date: Approval: . Expiration Date : Approval: Expiration Date: Approval: . (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Rid~e, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authonzed is not commenced 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-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the I i',ob. (6) The issuance of a permit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions ~Of the ~Uilding cod;:S or at other Jjr'lance, law, rule or regulation. r}-Lu. 6 C --fLy-'Z / cuA... i hief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION rn n "11 , !,:9~;r,;J / L..~. '",,' ..,.......,., ,.' DEPARTMENT OF PLANNING AND DEVELOPEMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Application Number: Date: Phone 0) Cjz..l./ - lf4 3~ "? 0033 Property Owner: Property Address: Contractor License No. ' Company: 111..Lt~ D{) O~ 3 Cola S- ~.,'~ 1- 0ilPAhl~fl. ~I.....I.J~.~'" I'~;;- / 7;::) {!,.Qu~ \~ ~a..J - Phone: d'!.Co~IIDY 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 t have read and agree to abide by all conditions printed on this application, and that I assume full responsibi. for co . e with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wh t idge rdin es, r ,*,ork nder this permit. ~A (OWNER)(CONTRACTOR) SIGNED Construction Value: ,,)"i'0 o~ Permit Fee: Ii. 0 c:l Use Tax: <;? - cJ l.).d Total: J. S" ( d- 0 Description: , .....' ^ () 0 -.L , ~ '*^-" '''' l Y ~ a-v..r- '" ''If' "r'a 'A'-" '1" ~.-^' . BUILDING DEPARTMENT USE ONLY Approval : Zoning: ~ Approval: BfItiU~~U~~: Approval: Occupancy: WailS: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No . Company: Expiration Date: Approval: _li_liMIltlm' Expiration Date: Approval: :0e!i!I1':'Ii~uJ.l1iWiM Mechanical License No : Company: Expiration Date: Approval: iii This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Buildin9 Code of lJIJheat Ridge, Colorado or any other applicable ordinances of the City. This-permit shaH expire if (A) the work authorized IS not commenced within SIXty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural now of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for an inspections and shall receive written approval on inspection card before proceediing with successive phases of the Job The issuance of a permit or the approval of draWings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance law, rule or regulation (1) (2) (3) (4) (5) (6) Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION After Recording Return To: CLARION MORTGAGE CAPITAL, INC. 9034 EAST EASTER PLACE SUITE 205 ENGLEWOOD, COLORADO 80112 Loan Number: 7163151 (Space Above This Line For Recording Data] DEED OF TRUST DEFINITIONS Words used iu multiple sections of this document are defined below and other words are defined in Sections 3, I I, 13, 18, 20 and 21. Certain rules regarding the usage of words used in this document are also provided in Section 16. (A) "Security Instrument" means this document, which is dated MARCH 14 together with all Riders to this document. (B) "Borrower" is CAROL L. TILL AND GREGORY R. KINGSLEY ,2002, Borrower is the trustor under this Security Instrument. (C) "Lender"is CLARION MORTGAGE CAPITAL, INC. Lender is a CORPORATION organized and existing under the laws of COLORADO Lender's address is 9034 EAST EASTER PL #205, ENGLEWOOD, COLORADO 80112 Lender is the beneficiary under this Security Instrument. (D) "Trustee" is the Public Trustee of JEFFERSON County, Colorado. (E) "Note" means the promissory note signed by Borrower and dated MARCH 14 , 2002 . The Note states that Borrower owes Lender ONEJ HUNIJRED 'IWENI'Y 1HOUSAND SEVEN HUNDRED AND 00/100 Dollars (U.S. $ 120,700.00 ) plus interest. Borrower has promised to pay this debt in regular Periodic Payments and to pay the debt in full uot later than APRIL 1, 2017 . (F) "Property" means the property that is described below under the heading "Transfer of Rights in the Property. " (G) "Loan" means the debt evidenced by the Note, plus interest, any prepayment charges and late charges due under the Note, and all sums due under this Security Instrument, plus interest. (II) "Riders" means all Riders to this Security Iustrument that are executed by Borrower. The following Riders are to be executed by Borrower [check box as applicable]: o Adjustable JUte Rider o Balloon Rider ., o 1-4 Family Rider o Condominium Rider o Planned Unit Development Rider o Biweekly Payment Rider o Second Home Rider o Other(s) [specify] (I) "Applicable Law" means all controlling applicable federal, state and local statutes, regulations, ordinances and administrative rules and orders (that have the effect of law) as well as all applicable final, non-appealable judicial opinions. (J) "Community Association Dues, Fees, and Assessments" means all dues, fees, assessments and other charges that are imposed on Borrower or the Property by a condominium association, homeowners association or similar organization. (K) "Electronic Fnrlds Transfer" means any transfer of funds, other than a transaction originated by check. draft, or similar paper instrument, which is initiated through an electronic tenninal, telephonic instrument, computer, or magnetic tape so as to order, instruct, or authorize a financial institution to debit or credit an account. Such term includes, but is not limited to, point-of-sale transfers, automated teller machine transactions, transfers initiated by telephone, wire transfers, and automated clearinghouse transfers. (L) "Escrow Items" means those items that are described in Section 3. (M) "Miscellaneons Proceeds" means any compensation, settlement, award of damages, or proceeds paid by any third party (other than insurance proceeds paid under the coverages described in Section 5) for: (i) damage to, or destruction of, the Property; (ii) condemnation or other taking of all or any part of the Property; (iii) conveyance in lieu of condemnation; or (iv) misrepresentations of, or omissions as to, the value andlor condition of the Property. (N) "Mortgage Insurance" means insurance protecting Lender against the nOlipayment of, Or default on, the Loan. (0) "Periodic Payment" means the regularly scheduled amount due for (i) principal and interest under the Note, plus (ii) any amounts under Section 3 of this Security Instrument. r COLORADO~.Single Family--Fannie Mae/Freddie Mac UNIFORM INSTRUMENT Form 3006 1/01 Page 1 of 9 lJocMaflIc~ 800-649-1362 www.docm.gic.com C03IlO61.DOT 1111111111111111111111111111111111111111111111111111111111111., (P) "RESPA" means the Real Estate Settlement Procedures Act (12 U.S.c. ~2601 et seq,) and its implementing regulation, Regulation X (24 C.F .R. Part 3500), as they might be amended from time to time, or any additional or successor legislation or regulation that governs the same subject matter. As used in this Security Instrument, "RESPA" refers to all requirements and restrictions that are imposed in regard to a "federally related mortgage loan" even if the Loan does not qualify as a "federally related mortgage loan" under RESPA, (Q) "Successor in Interest of Borrower" means any party that has taken title to the Property, whether or not that party has assumed Borrower's obligations under the Note and/or this Security Instrument. TRANSFER OF RIGHTS IN THE PROPERTY This Security Instrument secures to Lender: (i) the repayment of the Loan, and all renewals, extensions and modifications of the Note; and (ii) the performance of Borrower's covenants and agreements under this Security Instrument and the Note. For this purpose, Borrower, in consideration of the debt and the trust herein created, irrevocably grants and conveys to Trustee, in trust, with power of sale, the following described property located in the COUNTY {Type of Recording Jurisdiction] of JEFFERSON [Name of Recording Jurisdiction] THE EAST 110 FEET OF LOT 8 AND THE EAST 110 FEET OF THE SOUTH 25 FEET OF LOT 7, YOUSSE SUBDIVISION, AMENDED EXCEPT THAT PORTION OF SAID LOT 7 LYING WITHIN EVERETT STREET, COUNTY OF JEFFERSON, STATE OF COLORADO A.P.N. #: 024196 which currently has the address of 3665 ESTES STREET WHEAT RIDGE ICity] [Street] , Colorado 80033 [Zip Code] ("Property Address"): TOGETHER WITH all the improvements now or hereafter erected on the property, and all easements, appurtenances. and fixtures now or hereafter a part of the property. All replacements and additions shall also be covered by this Security Instrument. All of the foregoing is referred to in this Security Instrument as the "Property. " BORROWER COVENANTS that Borrower is lawfully seised of the estate hereby conveyed and has the right to grant and convey the Property and that the Property is unencumbered, except for encumbrances of record. Borrower warrants and will defend generally the title to the Property against all claims and demands, subject to any encumbrances of record and liens for taxes for the current year not yet due and payable, THIS SECURITY INSTRUMENT combines uniform covenants for national use and non-uniform covenants with limited v,!"iations by jurisdiction to constitute a uniform security instrument covering real property. UNIFORM COVENANTS, Borrower and Lender covenant and agree as follows: 1. Payment of PrinCipal, Interest, Escrow Items, Prepayment Charges, and Late Charges. Borrower shall pay when due the principal of, and interest on, the debt evidenced by the Note and any prepayment charges and late charges due under the Note, Borrower shall also pay funds for Escrow Items pursuant to Section 3, Payments due under the Note and this Security Instrument shall be made in U.S. currency. However, if any check or other instrument received by Lender as payment under the Note or this Security Instrument is returned to Lender unpaid, Lender may reqnire that any or all subsequent payments due under the Note and this Security Instrument be made in one or 1I1Ore of the following forms, as selected by Lender: (a) cash; (b) money order; (c) certified check, bank check, treasurer's check or cashier's check, provided any such check is drawn upon an institution whose deposits are insured by a federal agency, instrumentality, or entity; or (d) Electronic Funds Transfer. Payments are deemed received by Lender when received at the location designated in the Note or at such other location as may be deslgnated by Lender in accordance with the notice provisions in Section 15. Lender may return any payment or partial payment if the payment or partial payments are insufficient to bring the Loan current. Lender may accept any payment or partial payment insufficient to bring the Loan current, without waiver of any rights hereunder or prejudice to its rights to refuse such payment or partial payments in the future. but Lender is not obligated to apply such payments at the time such payments are accepted. If each Periodic Payment is applied as of its schedule~ due date, then Lender need not pay interest on unapplied funds, Lender may hold such unapplied funds until Borrower makes payment to bring the Loan current. If Borrower does not do so within a reasonable period of time, Lender shall either apply such funds or return them to Borrower. If not applied earlier, such funds will be applied to the outstanding principal balance under the Note immediately prior to foreclosure. No offset or claim which Borrower might have now or in the future against Lender shall relieve Borrower from making payments due under the Note and this Security Instrument or perfonning the covenants and agreements secured by this Security Instrument. COLORADO--SingI6 Family~.Fannie Mae/Freddie Mac UNIFORM INSTRUMENT Form 3006 1/01 Page 2 of 9 DocMaglc~ 800-649-'362 www.docmaglc.com C03W62,DOT 1111111111111111111111111111 1111111111111111111111111111 11111111 111111