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Home My WebLink About5315 Newcombe Street,interior partions added on concrete dab on smile mure red ,th defledon and dab fossil ,Endosed acceptable spaces under da,, shall comply Son mile econ R302 7 ,File Blocking and Draft Stepping shall be healled, concealed spaces per R302 11 & R302 12 ,l a Floor fre protedon of loom shall comply veth R30213 shall comply veth R303 3 dAnmum Ceiling height shall ad 7 or accordance vd, doctor, dFyurm, a bathroom shall mest the minimum peace ,Emergency Escape shall comply R311 7 8 and guards shall comply Son R312 1 -Smoke coarm, shall comply Son -Carbon Monomy, car, , dal comply Son R315 2 2 Cps time of inspection pead, Dodge the needed veth combustion verckfion and dil hion of I us gasps calcul along peogn apncvre onneedin mai comply Son G2427 10 8 i�.\k' I n'.It, l \r is,, APPROVED kirkmoney 04/15/2021 From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Residential Interior Remodel Date: Wednesday, March 24, 20218:36:19 PM Residential Interior Remodel This application is exclusively for Residential Interior Remodels and other scopes of work which do not have a specific form already available. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 5315 Newcombe St Property Owner Name Ken Haag Property Owner Phone 303-875-8258 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email ken_haag@me.com Address Attach City of Wheat Electronic Payment Form.odf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Applicant Name Seth Dineen What is your role in the General contractor project? Wheat Ridge 150120 Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contact Phone Number 720-837-3365 (enter WITH dashes, eg 303-123-4567) Contact Email Address seth@rightanglecolorado.com for Plan Review Comments Retype Contractor seth@rightanglecolorado.com Email Address DESCRIPTION OF WORK Detailed Scope of basement finish including bedroom, bathroom, workout room, Work - In the space open rec area below (not as an attachment), Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc I, the applicant, I have entered a detailed scope of work. understand my application will be rejected if I do not include a Detailed Scope of Work. Location of Work Basement Square Footage Area 1000 of Work Being Performed Asbestos Report Field not completed. Upload letter size Field not completed. documents here Construction Plans Haaa Basement ndf scanned on 11'x17" or larger Project Value (contract 43000 value or cost of ALL materials and labor) Valuation Okay K.M. CAA 4/15/21 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Seth Dineen Permit 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. Email not displaying correctly? View it in your browser. vr City of c COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: (D315 Kv-)wy-%V. 5J, General Contractor: FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: ��waker �1 wlnL �sn�, Contact Phone#: 3b3-a3).-US0 Wheat Ridge Contractor License #: O l ms$ (required field) State License #: E C. U b o l -I to b Master License M11 E. 0 D a$ `10 I Nlsiun4� Printed Name of ed Agent �K - � � a,SignauthorizedAt City of Wheat�idge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Mechanical Subcontractor This form must be completed & signed by the MECHANICAL SUBCONTRACTOR performing mechanical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: General Contractor: 9i`01 %qh f l e FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: l A-- tom,/ r ,1 - 444 e'%t y e4 Contact Phone #: 303-3 �e - 06'77 Wheat Ridge Contractor License #: 1 3 0 0 6 0 (required field) e4yi f gv U c A/it, Printed Name of Authorized Agent Signature of Authorized Agent LJ-ZZ�ZI Date If �v� City of " Wheat iclge COMMIT UNY DEVELOPMENT PHU Mbing Subcolormetor This form must be completed & signed by the PLUMBING SUBCONTRACTOR performing plumbing work on site. Subcontractor's insurance and license must be /u7p to date prior to permit issuance. Project Address: T�,✓/. �e a ✓le//� 5� .... . General Contractor: ��/�7 /7'%,�/�,//�'J /1G7u _ CompanvName62�T/Y- ,P� Contact Phone#: 415�B7`I7�fj %V'best Ridge Contractor License #:17OM4 (required field) State License #: 40 12 6y Master Licmse #: Z&115 MVii%/ A d%X�A-2 Priv d Name of Authorized Ag rat �/• a0- 07do� l S gaamre of Authorized Agent Date � ► � i City of Wheat Ridge Residential Remodel PERMIT - 202100574 PERMIT NO: 202100574 ISSUED: 05/10/2021 JOB ADDRESS: 5315 Newcombe St EXPIRES: 05/10/2022 JOB DESCRIPTION: basement finish including bedroom, bathroom, workout room, open rec area. 1000 sq ft *** CONTACTS *** OWNER ( 3 0 3) 8 7 5- 8 2 5 8 HAAG KENNETH J GC (720)837-3365 SETH DENEEN 150120 RIGHT ANGLE CONTRACTING SUB (303)340-0077 CHRIS & SAMANTHA HOUCHIN 130060 THE WEATHER CHANGERS SUB (303)232-8650 JIMMIE A. GILL 018958 EDGEWATER ELECTRIC SUB (303)885-1456 Brian Debever 170606 Golden Plumbing & Heating LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 43,000.00 FEES Total Valuation 0.00 Plan Review Fee 421.88 Use Tax 903.00 Permit Fee 649.05 ** TOTAL ** 11973.93 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. 1* � � i City of Wheat Ridge �� Residential Remodel PERMIT - 202100574 PERMIT NO: 202100574 ISSUED: 05/10/2021 JOB ADDRESS: 5315 Newcombe St EXPIRES: 05/10/2022 JOB DESCRIPTION: basement finish including bedroom, bathroom, workout room, open rec area. 1000 sq ft I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 05/10/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. k-4:>Pkii SPEC i6WiiECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection l/� INSPECTION REQUEST LINE: (303) 234-5933 I ! I,4ncellations must be submitted via the online form before 8 a.m. the day of the inspection Occupancy/Tyne Inspections will not be performed unless t card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) receive an inspection the following business day.** Inspector Must Sign ALL Spac perti jto this project ., Foundation Inspections Date Inspecto om a is ° Initials Pier Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. Concrete Encased Ground (CEG) Foundation / P.E. Letter Floodplain Inspection (if applicable) n., KIM Pni it r_nncrato Prinr Tn Onnrnval Ut I ne Anove Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. Sewer Service Floodplain Inspection (if applicable) Plumbing Fire Inspection / Fire Protection Dist. Do Not Cover Underground or Belowlln-51ab Work Prior 10 Approval UT I ne ADove inspections Rough Inspections Date Inspector Comments Initials Wall Sheathing Mid -Roof -1-117-17 01 Lath / Wall Tie ILL J JOILOA 60'V Rough Electric Rough Piumbing/Gas Line 0 Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof -,, /7 `, Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. "For low voltage permits — riease De sure tnat rougn inspections are uurupreleu IrufII Ulu FIIG UTAl11GL al lu 1-_lUUL11k'C1 IVVV vvnauc by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge Residential Roofing PERMIT - 201703099 PERMIT NO: 201703099 ISSUED: 07/03/2017 JOB ADDRESS: 5315 Newcombe ST EXPIRES: 07/03/2018 JOB DESCRIPTION: Residential Re -roof to install GAF Timberline HD Barkwood asphalt shingles with 35 sq. *** CONTACTS *** OWNER (303)355-7408 HAAG KENNETH J SUB (303)816-1888 Derek Lindsay 022377 Infinity Restoration *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 23,934.00 FEES Total Valuation 0.00 Use Tax 502.61 Permit Fee 426.20 ** TOTAL ** 928.81 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. r City of Wheat Ridge ��`✓ Residential Roofing PERMIT - 201703099 PERMIT NO: 201703099 ISSUED: 07/03/2017 JOB ADDRESS: 5315 Newcombe ST EXPIRES: 07/03/2018 JOB DESCRIPTION: Residential Re -roof to install GAF Timberline HD Barkwood asphalt shingles with 35 sq. *** CONTACTS *** OWNER (303)355-7408 HAAG KENNETH J SUB (303)816-1888 Derek Lindsay 022377 Infinity Restoration *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 23,934.00 FEES Total Valuation 0.00 Use Tax 502.61 Permit Fee 426.20 ** TOTAL ** 928.81 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. 11 by my signature, do hereby attest that the work to be perfonned shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. -5-1 Signatur�-trf—'d NER or CONTRACTOR (Circle one) Date I. This permit was issued based on the infonnation 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, po plans and procedures. 2, This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. ;. If this permit expires, a new permit may be required to be obtained. issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The Js s 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 applic ' le c e or any or e or gul tion of this jurisdiction. Approval of work is subject to field inspection. Ira_ } Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of Wheat Ridge Residential Roofing PERMIT - 201703099 PERMIT NO: 201703099 ISSUED: 07/03/2017 JOB ADDRESS: 5315 Newcombe ST EXPIRES: 07/03/2018 JOB DESCRIPTION: Residential Re -roof to install GAF Timberline HD Barkwood asphalt shingles with 35 sq. 11 by my signature, do hereby attest that the work to be perfonned shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. -5-1 Signatur�-trf—'d NER or CONTRACTOR (Circle one) Date I. This permit was issued based on the infonnation 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, po plans and procedures. 2, This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. ;. If this permit expires, a new permit may be required to be obtained. issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The Js s 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 applic ' le c e or any or e or gul tion of this jurisdiction. Approval of work is subject to field inspection. Ira_ } Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. Dan Schultz X t DS047c� From: no-reply@ci.wheatridge.co.us Sent: Wednesday, June 21, 2017 12:54 PM z To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Danny Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed r 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. 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. Permits are currently being processed within 5 business days, subject to change based on volume. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number 5315 NEWCOMBE ST KENNETH HAAG 3039557408 Property Owner Email Field not completed. Address Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name INFINITY RESTORATION Contractor's License 022377 Number (for the City of Wheat Ridge) Contractor Phone 3038161888 Number Contractor Email Address KELLY@INFINITYROOFER.COM Retype Contractor Email KELLY@INFINITYROOFER.COM Address DESCRIPTION OF WORK / Areou re -decking the Y g No ✓ roof? Description of Roofing GAF TIMBERLINE HD IN BARKWOOD Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 35 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? z TOTAL SQUARES of all 35 roofing material for this proj ect Provide additional detail RE -ROOF, 6/12 PITCH, GAF here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 23934 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant KELLY CANNON Email not displaying correctly? View it in your browser. 3 INFINITY RESTORATION ME 2690 W. Main St Suite C Littleton, CO 80120 Office (303) 816-1888 Fax (303) 816-1889 BBEL Property Owner's Name: - —61 0A Property Address: 5-36s s W— e6 -6t5 5�- City: A,664 State: (O Zip: e Property Owner's Primary Phone Number: _ 303- q�S 710%- Mobile: -So3- £r75,- _ SQ Approx Date of Loss: Email: ^' - NR Rti Q -t.4e .Curl Damages Result of Wind and/or Hail or Other (specify if other): #47L. Insurance Company; U } Policy No- 6105VIJI /MM_ClaimNo: DIbs�S!/`/� Agent's Name and Number: Adj. Info: A,6V- Ji ct 5ro-0 7U ^ i hereby authorize Infinity Restoration to discuss the details of the project with my insurance company on my behalf, as the contractor, and proceed with all repairs authorized by the insurance company at a cost equal to the replacement cost value including overhead and profit allowed on tho claim. Property owner agrees that Infinity Restoration is entitled to the Replacement Cost value plus any and all supplements necessary to complete repairs that arc approved by the insurance company, this iacludes code upgrade requirements. First payment is due upon completion of the roof replacement, tha balance is due on work that has been completed, (such as the roof work) wbm the recoverable depreciation plus any approved supplements is received. Any remaining unfinished work, such as gutters, siding, interior paint, or any other trade, will be due upon completion of each trade and receipt of insurance funds. The Property owners out of pocket expense will not exceed the Insurance deductible unless upgrades are agreed to in writing and added or depreciation is "non recoverable". Deductible is to be paid directly to the contractor (Infinity Restoration). Any upgrades or downgrades will be in writing. Property owner agrees to furnish Infinity Restoration with a copy of the insurance estimate and any other documents related to this claim immediately upon receipt. Infinity and its Authorized representatives are not acting as Public Insurance Adjusters. If the insurance company agrees to pay for the claim, and the undersigned does not allow Infinity Restoration to proceed with the roof project, a cancellation fee equal to 15% of this contract amount will be due to cover administrative costs associated with preparing the project. This contract Includes the Additl Provisions on the back and contains our complete agreement. The specifications and conditions are satisfactory and are hereby accepted. Initial Tho Property 0w r/Authorized Representative selects the following materials and directs Infinity Restoration to furnish this material and its labor in a good workmanlike manner according to standard practices in the industry. Any alterations, modifications, changes or additions must be in writing and agreed to between the parties as evidenced by their signatures. Infinity Restoration is not responsible for damage caused by improper original construction including faulty framing masonry bracing and/or roof decks. Infinity Restoration Is not responsible for rotted siding, paint and sheehock damage due to vibration. Infinity Restoration Is not responsible for damaged electrical, cable, A/C, or plumbing lines which are installed within 6 inches of the roofline. It is the property owners' responsibility to notify Infinity Restoration of any deed restrictions/H.O.A. requirements. If rhe undersigned fails to pay Infinity Restoration any amounts due under this contract within thirty (30) days from the date of completion, and receiptof insurance fiords, the undersigned agrees to pay all costs of collection plus a reasonable attorney's fee, should the same be placed in the hands of an attorney for collection, along with eighteen (18) percent interest on unpaid balance. This Contract Is Void If The Insurance Company Denies Full Coverage. The materials selected are as follows: /GATS r Fes` ), SHINGLE CTAF 7"y nc�t .v liD COLOR 19- STRIP OFFS( LAYERS OF EXISTING L 4,r rAJt5 ROOFING ❑ STRIP OFF WOOD SHAKE/SHfNGLE f8- INSTALL 1Frr,u Aw t,d RIDGE SHINGLES - -9- INSTALL Z INCH ENAMEL FINISHED DRIP EDGE/COLOR L.,o ya7e >-L APPLY ARA) LB FELT BASE - a J sL INSTALL AS LAYER FHA SE ALLEY OR s Heb 19�- FOUR(4) O Y.." GALVANIZED NAILS PER SHINGLE T 76- SIDEWALL FLASHING WHERE NEEDED G e p ❑ CHIMNEY FLASHING: RE -FLASH, CAULK AND PAINT .t, ,ESI_ ALUMINUM WIND TURBINES RIDGEVENT TAJ� - SOFFIT VENTS POWER TURBINES AIR HAWKS a L-50 b✓ REPLACE ROTTEN DECKING AT A COST OF $60 DOLLARS PER 4'x 8' SHEET -':T- CLEAN UP AND HAUL DEBRIS si Ih�riLly, qf-? INSURANCE DEDUCTIBLE; (Ifdeductible is more than stated by Property owner/Authorized t/0is29�t Representative agree to pay the differeuea) $ oqC ` UPGRADE TO THE MATERIAL AND LABOR t U Z&5rA'i— 40c,0 —T- + fj-50 s:r,.L,,f . + (e'1 DOWNGRADES TO THE MATERIAL AND LABOR ot- C ) TOTAL OUT OF POCKET EXPENSE IN ADDITION TO INSURANCE PROCEEDS $ (Based on Replacement Cost Coverage) I/W a hereby authorize & instruct the insurance company and all lien holders to include Infinity Restoration as Co -Payee on nay subsequent loss drafts or checks after today's date as indicated below. of Name: ire: Phone: 72-0^ SU'7^ t.,Wt2 Data: A 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: Job Address: �5d Sf- Permit Number: 0C/70 3i2C%q ❑ No one available for inspection: Time M Re -Inspection required: Yes No l When corrections have been made, call for re -inspection at 303-234-5933 Date: " % Inspector: Gil, � DO NOT REMOVE THIS NOTICE A 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: M_r:� Job Address: L-15 5 -1 - Permit Number: 0C/70�� ❑ No one available for inspection: Time Re -Inspection required: Yes No \ When corrections have been made, call &-f-Fd-inspection at303-234-5933 Date:" % Inspector:/ Gird -- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:. h6F Job Address:GL�T Permit Number: ❑ No one available for inspection: Time 6 AIM Re -Inspection required: Yes (/No When corrections have been made, call for re -inspection at 303-234-5933 Date: ` j ' F') 7 Inspector: 3&Af DO NOT REMOVE THIS NOTICE U w W O b) 0 .,i 'd r -I W W U H > O m q O N ro N m v ro � x a N N O w m m ai 4.) 0 (Y) O m m O m N N z 3 p m m +1 m .0 0 O Q W b 4N61 H a H ro m "i 0 q O W 01 0 o N N W Pd ro E r_ a.) 14 O U to o b .a ••+ 0 o u W cn o A ' bi .O a m w W W O o m m C y ro W U Z t 0 O pp i z � o m .a ora m m M m hW M oro a a a \/ v O O E a ro ami m u 00 'D w ON rnUO41 a 4-) m N x $ W o a 3 [T� 12 O ] m U b m 0 a a � ° C In m 7 N O U a U a 7 N L m m ro O q V^4 O W a m O o m h u� o b o, Om � ro x •• E z W m a x u ro ,Gm A A g W Om W H rl > O 43 O ro T r O � � U V 0 O O 0 U N y a 4' m m m a y H w m m . H, O H w a o N b a m O m m a 4t a u w m m s o .+ L w -a a o H E ti $4 m > a w •ti u a m + ro a+ : m H a m U w W O b) 0 .,i 'd r -I W W U ro N x a N N O z 4.) 0 O z 3 p H F W b "i O p W 01 ° N W Pd ro E a.) 14 O U to o H W cn o H $ O a v E d w W W O o m F U Z t z � +' 3 }' O b 4-) m x o E (a � l a Q u W W N A v v o w a 4-) N x q 14 z ] m U W b) 14 m � ° C � i21 m 7 v A ro � U a U a z z w a 0 a h u� o b o, u z x •• E z W m a x a o o u F a 'F W ,+ v u 0 o°W U a O a o 0 a a 0 U N U w W O b) 0 .,i 'd r -I W W U (l n 1 —n /-\ — V I ez) �D6 koX' �~ I N SP E C 1 RECORD INSPECTION REQUEST LINE: (303) 234-5933 Occunancv/Tune Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day. Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier a '� Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof a- a Lath / Wall Tie Rough Electric -7 91-7 Rough Plumbing/Gas Line Rough Mechanical Rough Framing 2- --1 -7 13 Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept.r ROW & Drainage / Public Works Dept. ? J I 3 7 Inspections from these entities should be requested one geek in advance. For landscaping and parking inspections call 303-235-2845. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. Fire Inspection / Fire Protection Dist. Final Electrical 2-_1-17 LN Final Plumbing Final Mechanical Roof 2 -lI 17 Final Window/Doors Final Buildingle� s p��.-l� �� f NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. **For Inspection Time Window Requests — Please email insr)timerequestQci.wheatridge.co.us by 8:00 A.M. the day of the inspection with the property address in the subject line of the email. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issue't Protect Y From The Weather CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 1'57 5 Permit Number: ^ 9-01+0bilil ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yesco When corrections have been mama; call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE � 4 41 CITY OF WHEAT RIDGE _ Building Inspection Division (303) 234-5933 Inspection line _- (303) 235-2855 Office • (303) 237-8929 Fax 0 (6J e l INSPECTION NOTICE Inspection Type: F Job Address: S�/ S �� wC o �►�► 3 S r Permit Number: Z_01"7 O of I E �s ❑ No one available for inspection: Time i = AM%PQM Re -Inspection required: Yes No * When corrections have been made, call for re -inspection at 303-234-5933 J Date: /_ f� Inspector: (Avl . � DO NOT RE44OVE THIS NOTICE 41 91 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: M Job Address: / `i N P r c7 - Permit Number: 0 17 0 0 J/ q ❑ No one available for inspection: Time I / T AM/PM Re -Inspection required: Yes No *When corrections have been made, call for re �-inspe ion at 303-234-5933 l j Date: Inspector DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: t '2 I f F-ee I Job Address: J;_315- 'V6 weo,*t 8& '5f- Permit %Permit Number: 2d / 7W I ! i ❑ No one available for inspection: Time AM/ M Re -Inspection required: Yes ,No When corrections have been made, call for re -inspection at 303-234-5933 Date: c / Inspector: -e-( DO NOT REMOVE THIS NOTICE t 1 �13 Qe �_� t 4a t CITY OF WHEAT RIDGE ® Building Inspection Division I< l (303) 2�'3 --5933 Inspection line (303) 235-285 Office_• ,(303) 237-8929 Fax I(4' TION NOTICE Inspection Type: Job Address: Y f` Permit Number: o / i 1 i No one available for inspection: Time AM/PM i Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Deck PERMIT - 201700118 PERMIT NO: 201700118 ISSUED: 01/26/2017 JOB ADDRESS: 5315 Newcombe ST EXPIRES: 01/26/2018 JOB DESCRIPTION: Build a patio cover (over the existing) hip style roof - matching all existing conditions (paint & caulk by others) - 468 s.f. *** CONTACTS *** OWNER HAAG KENNETH J GC (303)257-5053 Phillip Tussing 018059 DENVER DECKS *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 13,800.00 FEES Total Valuation 0.00 Plan Review Fee 174.01 PAID .. Use Tax 248.40 Permit Fee 267.70) ** TOTAL ** 690.11 *** COMMENTS *** *** CONDITIONS *** 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 1 am the legal owner or have been authorized by the legal owner ofxjie property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I-furtfier attes that e ally authorized to include all entities named within this document as parties to the work to be performed and that�ll r o er this document and/or its' accompanying approved plans and specifications. Si' nature o�f�` or CO T TOR (Circle one) Date I,TYIis-per was issued based o the in mation provided in the permit application and accompanying plans and specifications and is subject to the compliance with ose doc ents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 day fter th date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiratio . n extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Off-cial 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 anv ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of Wheat'ge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29`h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 Inspection Line: 303-234-5933 E 'I' h ;d FOR OFFICE USE ONLY Date: Plan/Permit # t ) l 0 I a�} VV 1 U Plan Review Fee: ,I 1 I j I LIIJ `) I . permits .ci.w eatn ge.co.us a K) Building Permit Application w , f M _ __�__ . *"* Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: S S I S / V ew �� `� ��—►' Property Owner (please print): Kevi o uj kq 6 f , P'CZct� Phone: 33)8)8 /5 —9z'aB Property Owner Email: C# e- 3 MailingAddress: (if different than property address) Address: s� J / 0 eL0C64A &e S*ZQC� City, State, Zip: )g961a SCA, CC , S;) r_)DUZ Architect/Engineer: All Arch itectlEngineer E-mail: Phone: Contractor: ��i/1 VE2 �S ZLC h-g-7vadc' , - DOD y Contractors City License #: (�� [/� Phon Contractor E-mail Address: ( e GIC /,m u o Sub Contractors: Electrical: t,'w_S Plumbing: W.R. CityLicense # W.R. City License # S " -W 3 71,P 2 - Other Other City Licensed Sub: City License # o3) ZS 7—S GSs(p,'Ie) Mechanical: W.R. City License # Other City Licensed Sub: City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL YRESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION F1RESIDENTIAL ROOFING IRESDENTIAL ADDITION ea-- p rAaelF— F1 WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) /, ,./ C.� L tJ 2 / "-o t' 6, S% -its Ct c�� & 7 0 / , O _/214 v Sq. Ft./LF� Btu's Amps Squares Gallons Other ProjQct Value: (Contract value or the cost of all materials and labor included in the entire project) c OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants. easements or restrictions of record: that all measurements shown and allegations made are accurate: that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application: that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this ap hication. 1, the applicant f this building permit application. warrant the truthfulness of the information provided on the application. / Z( iri'✓Z S CIRCLE ONE: (OWNE (CONTRACTOR) (_UT -U IZED&EP ESENT9TIVE) (OWNER) (CONTRACTOR) Electronic Signature (first and last name): DATE: ZONING COMMMENTS: Reviewer -J IN BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT OCCUPANCY CLASSIFICATION: Building Division Valuation: $ 6' PR, VA FENCE a YEMEN JANti UKVLY DRA#NA(X CERTIFICATE 66, 00' N00'i,3't 1 w LOT 12 BLOCK 3 0' U,F- � I ,4 M 1 7. 0, m r 14 2Q 0' Js, 4 �3z 10' �� $1 2 STORY I BRICK AND FRAME I ry ^? 5315 NEN'COMBE STREET zsI m qj G�:•is � I '#s s.o• I 43 --. L 4zt. 14 ^ 66.00' a c ;p BECw NEWCOMBE STREET PLA Joe No �fi1 DRA*N fir:�'.�. H '"mNo M5 RFBAR mm PLASTIC CAP 0 -Ft>WM NAIL, & 013K �IPRaPERTY LINE 8oW -BACK CW WADS EwFt.ow UMC �PEWSTAL SERVICE 0 -.0 GGT POLE PROPOSED Tis -43 AS—BUILT T09-,44.1 I a 10 o M A"V%Wk V +tura wrow au =0 oewiati r= a��',w0 ""► .s ;ARWCS ARE BASEiY ON THEKSILk{£ OF l Cl% -M SI OCiS „OF DiE RECORDIM PIAT S(ti+ E CSIAvq WITH MONVMENTS AS SMOWN WEPEQr 4, 41S CERTIFIES THAT THE ABOVE is A TRuis AND CORKCT PIAT OF A SU R%2 ZY MAGE UNSER MY SiJ3+lOtvISION 415 1JSit DAY OF ¢ 21 "' . ? 7,t OF THE PROPERTY DESMSM 5. `OT 12, BLOCK 3, s OEMAT FLOOD in►Ff3i3iMAT1{)N CITY ESTATES FGNO, 3, '"S rttOMT'Y UC$ ""I'MXONL C, E,O AiTOF `Y OF 4 tEAT RIDGE,AAEA.3 OF' UINYA" I'Lodo", AOCQ-PZ t TO FeoE+AL COUNTY OF JEFFERSON, EWERCMCY ifANAo"a'T AC"Cy I`tL= INSURANCE RATE MAY, PANT N0. 009079•-om C. STATE OF COLORADO +tCv1 (SK WN ESTAXI rLG No 3,) {O ThAT TYLE LOCAT[Vi AND DIMENSIONS OF ALL 81JILOiNG INPROYN RIGHTS —WAY IN 10EMCE OR K*OVM TO WE ANO E M OACNMENTS E Y OR ON THE; P Y SHOWN. BY: r OATS. 410 C4u j 3 N a�t ds.a� tea, E zsI m qj G�:•is � I '#s s.o• I 43 --. L 4zt. 14 ^ 66.00' a c ;p BECw NEWCOMBE STREET PLA Joe No �fi1 DRA*N fir:�'.�. H '"mNo M5 RFBAR mm PLASTIC CAP 0 -Ft>WM NAIL, & 013K �IPRaPERTY LINE 8oW -BACK CW WADS EwFt.ow UMC �PEWSTAL SERVICE 0 -.0 GGT POLE PROPOSED Tis -43 AS—BUILT T09-,44.1 I a 10 o M A"V%Wk V +tura wrow au =0 oewiati r= a��',w0 ""► .s ;ARWCS ARE BASEiY ON THEKSILk{£ OF l Cl% -M SI OCiS „OF DiE RECORDIM PIAT S(ti+ E CSIAvq WITH MONVMENTS AS SMOWN WEPEQr 4, 41S CERTIFIES THAT THE ABOVE is A TRuis AND CORKCT PIAT OF A SU R%2 ZY MAGE UNSER MY SiJ3+lOtvISION 415 1JSit DAY OF ¢ 21 "' . ? 7,t OF THE PROPERTY DESMSM 5. `OT 12, BLOCK 3, s OEMAT FLOOD in►Ff3i3iMAT1{)N CITY ESTATES FGNO, 3, '"S rttOMT'Y UC$ ""I'MXONL C, E,O AiTOF `Y OF 4 tEAT RIDGE,AAEA.3 OF' UINYA" I'Lodo", AOCQ-PZ t TO FeoE+AL COUNTY OF JEFFERSON, EWERCMCY ifANAo"a'T AC"Cy I`tL= INSURANCE RATE MAY, PANT N0. 009079•-om C. STATE OF COLORADO +tCv1 (SK WN ESTAXI rLG No 3,) {O ThAT TYLE LOCAT[Vi AND DIMENSIONS OF ALL 81JILOiNG INPROYN RIGHTS —WAY IN 10EMCE OR K*OVM TO WE ANO E M OACNMENTS E Y OR ON THE; P Y SHOWN. BY: r OATS. 410 C4u IMPVEMEN.1 AND �)U��VEY RO '' Carroll DRAINAGE CERTIFICATE bb. DO' N00"13,71"w LOT 12 BLOCK 3 6 PR;,VACY! FESCr �T' 44t C'UX — — —] I F- 144, ploc'-p rn 4 45'' 10 to y 4 cc) 0 11,4151 r 1011 10, L c) 1 6 cz- 2 STORY j Q N, a BRICK AND FRAME NEW::OMBE STREET F)LA SCALE: 1- - 20' i0a NO, 3161 DRAM BY: PH OATS ()RAM, 08-25-04 RNSM Is-_ R01SED tsp: IkcG*Am:__7_ ?_� 'D I-F-c;fx- bi Q *-FOUND #5 KBAR WITH PLAS71C CAP 0 -FOUND NAIL & DISK P_ -PROPERTY UNE BOW�BACK OF WALK 1E.FLOW LINE [D PEDESTAL j -SERVICE 0 -UGHT POLE PROPOSED TCB -44,1 AS—BUIL7 TCO -4&.1 0ts io 20 IL I Ima "w beAft APO ;= 80' cl� Oil I cm 1w f43,011 7 aw 14l' 43 AMD IN" AINIK or " Ir9.0' 11 covo .' I ,( .t7) "ago& me 4111111111111 WIN E IT rrM I P" 66.00' 4z - A GCW 1100111 INN 'low v ut Xmift"D NEWCOMBE STREETMtx."I.-:4 ARIN.^S ARE BASED ON THE VEST LINE OF LOTj2. BLOCK 3 OF THE RECORDED PLAT _5_K)aj!jE ESTAIEX.EUaLN2�� .ARLhJG 140,0�11:11'W VA714 MONUMENTS AS SHOWN HEREON IIS CERTIFIES THAT THE ABOVE IS A TRUE AND CORRECT PLAT OF A SURVEY MADE UNDER My SUPERVISION *S 2-LT)i DAYOF AUGUST 20DA , OF THE PROPERTY DESCRIBED S' LOT 12. BLOCK 3, FLOOD INFORMATION, SKYLINE ESTATES FILING NO. 3, rtus PROPERTY UES VATHN ZONE C, DESIGNATED AS CITY OF WHEAT RIDGE, AREAS OF MINIMAL FLOODING ACCOR044r, TO FEDERAL COUNTY OF JEFFERSON, EMERGENCY MANAGEWENT AGENCY FLOOD 14SURANCE RATE MAP. Ty PANEL NO. 085079-0005 C. STATE OF COLORADO REM 1 (SKYLINE ESTATES rLO. No 3.1 0 THAT THE LOCATION AND DIMENSIONS OF ALL BUILDING IMPROvEm RIGHTS-OF-WAY IN ZENCE OR KNOWN TO ME AND ENCROACHMENTS gy OR ON THE FIR Y SHOWN. BY: DATE!vZ 4- 14t I W -1p, TE; )X� WJT &I= EAZOrS C -* V, '6A TWM 5-ZI61 04 TwEr ;�,O:D :",A* wc1z 4&'Zj 'ks PPOV-0-1 To TIC SAWYM icrr to mowe 4** vw MUST cokmoa � w_.. cup s4o vvm A," avw ps 1�4 &*Vb, 'w"'t ug, .0 tvft? MAY AOY ACN* IIAM wv0i 6hy VERITT w "01 9U"v K C0k%tm= �W VA� R" y"" F*04 IK 34N C9 Nt CMUICAM. &.A- 4!__!_ U) N - D cCD N p n � v (D °; 3 c� N V wv moi W tr I x wn O co m O p (D p. N N WO �r �' fl: o o, fp ii `Q 000 3�i 00 CO acv,QL o < r p- O W � -o co co y c ()- r"'F 0 N 02 /1 N N N fm� � � V h d G W o �d Q _NCD 7 N M w rt N C cn i' 0 1 = V N I !CD • N /i! (D I ' ^ I rr^^ \Iu x o �c o X �1 y a 99 'p N O (D4ii3 H � QCD Q p p n <c 7 (D (D c r / Q _0 LLM w: cr mm N w X :�c� psl+� ° (n 3 a rJ CD o cno 3 ? n a N3 LF 00 CO CD co _. ch e3 O� 00 (Dto ri U) O C N cQ• Q N m N z T � N - v to o �• Qv� � N I .p 10 CCD C fD r v 0- PQ - N �p X F+ c � m Q Q CQS �j m �- v (D V) X f'I! C N to N Ol 0i a1 d E-. C� Q wv � CA *nW fa DO I �� v O Wo NID ° = ep n a H Cl S D� CD n U 0 � 4�- c 0 c m a CO o N rrAA�• y 3 N S� n C N cQ• Q N m N z T � N - v to o �• Qv� � N I .p 10 CCD C fD r v 0- PQ - N �p X F+ c � m Q Q CQS �j m �- v (D V) X ° � w E-. C� Q wv CT1 3 mo< Won I �� v O Wo NID ° OC) O H C) 00 S D� CD n U 0 � 4�- c 0 c m C fD � w to n O 7 v N v Z 3 3 � O co 0 c o 3 co U 0 4�- 0 c 2 d a CO o N Denver Decks LLC 12650 West 64th Avenue Suite E - 424 Arvada, Colorado 80004 Fax - (303) 730-9804 House Wall 3-1/2 / 12 Pitch 4 x 4 Headwall Flashing 2 x 10 Roof Lcpr / CAb Sc.Rr.aS � � 6 2 x 8 Ceiling Ledger 11'-11" Door Denver Decks TM 14' On - Ken and Kally Haag 5315 Newcombe Street, Arvada, Colorado 80002 Cell - (K) (308) 875-8258 Customer # -160446R 91-9" 30 -1 -Tar - Felt Paper J Wall Matching Asphalt Shingles (30 yr) 2 x 10 D.F. Rafters @ 16" on Center 12" Textured Soffit Eaves i Upper Window Gutter & Downspout Lower WindowV%).-Lam 1.75 x 9.25 2.0E Drop Beam �;Iv n>4u Eotinq Pal 131-6" Rafter Span 0 PEN 2 x 8 Ceiling Rafters 6 x 6 HRW Posts NS pede4rl 9'-3„ H R 12" 036" Concrete Caissons structural Side View Drawing - Hip Roof J Scale - 1/4" = 1' Designer: Philip Tussing Date: 1/20/2017 Cell: (303) 257-5053 � � O 10 tofvl D l gil CMEM= r. Nb q G to 0 366-01 row q . . � . .. . . a �� .. . cm ƒ e� �Q y yy y � V -.15111 K c M Cy7 .. i W � Fir iY}l "9 � 3 Gl MkP S P , R « N E- S Is 1 i � E tl y ZY Ai i E Ca i ..._,�,,.,... .....,....., .............. ,......,,.... . ....,........5 Y tt � 3 t A �Q y yy y � V -.15111 K c M Cy7 .. �w W � Fir iY}l "9 � 3 Gl MkP S P , R « N E- S Is 1 i � E tl y �Q y yy y � V -.15111 K c M Cy7 .. �w W � Fir iY}l 3 Gl MkP K c a z q 3 N E- i � E ZY K c a z 3 N E- K c a z 3 IA midi Resistance m � rU f� Mod ule offt 14. 143' 14.6% 141 15.2% 15.596 � 3w Maximum wirer vrdtaga (V.,) 2778V 29.16V 24A54V 2912V 30.30V ' 30.68V 40t7lyfn� 3 2 - 20OW/M Maximum pmer cur t (l, 7.99A 8.06A 833A 8.20A 8.27A &33A � . 00on t vwtw NJ 31 AV 370 37 O 3T98V 38AW 3&40V 0 5 YQ 15 20 25 30 35 ..� short drea cur (t„) &53A 8.56A 8.59A 8,62A 8.65A 8.69A Voltage (V) Ope f can ature D Temporatars coo t(t' ! 47 Tempmature coviftlent (V ) X1,34 C Tempasture at P.) 0. Max $YOM vn x(K)/t (I CC) Maximum Sevies Fuse Raft 15A ' AtSZ Tit i (STCI. e "G,�s r i.5 www.conergy.co Recommended P V- Pourer (kWp) 2,50 - 3 45 ! 3.20 - 4A0 4.25 _ 3.75 5.10 - 6.90 s 6.35 - 8,60 t 8,50 - 11.50 � 9.7 - 13. C 8.50 - 12 !L9.70 - 1 310 X1020 -1180 MPPT- voltage range 3000 W 230 ... 500 V 5000 W DC startup voltage ( 9995 W 11400 W E 9995W 245 V �.:._.- Max. input voltage (at t00t7 #ont 14 IF ( in open orcuit operation) 600 V ; Nominal input current 83A 10 A 7 13 8 A 16 5 A 20.7 A 27 6 A 31.4 A�227 6 A 31.4 A 33.1 A Max usable input current 14.0 A i 7& A 23 4 A� 28,1 A 351 A 1 46,7 A 53.3 A 46 7 A 53.3 56^1 A Operating AC voltage range 208 V 183 - 229 V ( -12 / +10 %) (default) 240V } Admissible conductor size (DC) No. 14 - 6 A G Number afoC input terminals 6 Max, current per CC input terminal 20 A; Bus bar available for higher input currents Nominal output power (P r; ) 3000 W 1 3800 W 5000 W 6000 W ' 7500 W ( 9995 W 11400 W E 9995W 1 1400 W 12000 W Max, continuous output power ; 104 "F (40 G) 208 V / 240 V (277 V 3000 W Nominal A 3800 W 5000 W V 6 000 W 7500 W f V / 9995 W 11400WJ 9995W 11400 W 1240 12000 W output voltage � 208 240 277 V 208 V V 277 V Operating AC voltage range 208 V 183 - 229 V ( -12 / +10 %) (default) 240V } 211 - 264 V ( -12 1 +10 %) 277 V 244 - 305 V ( -121 + +10 %) Max, continuous 206 14.4 A 18,3 A� ~7 24.0 A 28.8 A 36.1 A 48.1 A 54.8 A 27. "7 A" 31'6A' n.a output current 240 V p 12.5 A 277 V 10.8 A 15.$ A 13.7 A 20.8 A 18.1 25,0 A 31.3 A A 41.6 A 475A ' 412 24.0 X 27,4 A n.a, A 21.'7 271 A 36.1 A A n.a n.a. 14,4A Number of phases } t 3 Admissible conductor size (AC) No. 14 - 4 AWG Max. continciausuts4ttyµbackfeedcurrent 0A Nominal output frequency 60 Hz Operating frequency range 59.3 - 60,5 Hz Total harmonic disto <3% Power factor __.__,._._...._........____...___ 1 (at nominal output power) u...._u...___.______..w.....w. Max, efficiency 96.2 % CEC efficiency 208 V 95.0 % 95 0 % 95, 95,5% _ 95,0% 95 0 % 95.0 % 95,0 % " 95.0 % ma. m 240 V 95.5 % 1 95,5 % 955% 0 96.0% 95.5% 95.5 are 95.5 % � 96.0 % *" I 96.0 % n.a. 277 V 96,0 96.0% 96,0% 96,0% 96.0 % � } �' 96.0 � 96,0 % n.a n.(a. 96.0 vek Consumption in standby (night) c 1,5 W Consumption duringaperafican �8 14 W ._._.....___. __.�... �.._...,.___._ 20 W_... Goading_.,.., __....._...__.__...._. _...��....._�..m_. -...- �Controlled forced ventilation, variable speed ban 'Enclosure type �. �.......� ._� NEMA3R _._._._...d....�..�...._�_� ._.�...�._..,_.._. x Unit dimensions (W x H x p) 17.1 x 26.5 x 9.9 in. __ x 38.1 x 9.3 in, 1 T t x - 9.9 +n. _. Power stack weight 31 lbs (14 hg) _ µ 57 lbs. (26 k) ---- 84 ibs (38 kg) Wiring compartment weight 24 Ibs, (11 kg) 24 Ibs. (11 kg) 26 lbs (12 kg) Admissible ambient operating temperature -13'F- +131 „F ( -25 'C.- +55 °C) C€ampiiance � tJE 1741-201;, IEEE 1547 -2003 tE'EE 1547.1, AN -IEEE 662.41, FCC Part 15 A & B, NEC Artiade 690, 622, 2 Na 1071 (Sept. 2001) California Solar Initiative - Program Handbook - Appendix 6: Inverter Integral 5 % Meter Performance Specification Ground fault protection Internal GFU (Ground Fault Detector /Interrupter); in accordance with UL 9741 -2010 and NEC Art. 690 DC reverse polarity protection .�._________�.._ ..._.__.__........_......� . lnttsrnai diode tslanding protecti Internal; in accordance with UL 1741-2010, IEEE 154 -2003 a nd NE Tm ryµ W ' Over temperature � ,.�� Output power deratisag f active cooling CITY OF WHEAT RIDGE 01/2 M�43 AN edba Darcy okra s REC E I PT AMOUNT BPSP Re lacy: 50 gallon ho 58.86 1 ^suit Fee 48. Use Tax M 86 PY" RECEIVED AMOU VS 3376 58. u w 066069 TOTAL � Pill! ii 11111 ;a e . I Aw im m e� k w ��li �i4Ul�k, y �: t+ F f Y`R d a :: ; i � it S .F t t� @* b P dF R w t . k ° t. B t Pem t 4 S Y+ +. :: " b # Nr $ , d: +4 1 Ik'3? ♦ �, ri 6^m : Aa M �:� rYt R y 0 f� > ♦tlt % » z2' k s a, :.,g!x8 4' f r�e @ �¢ F a k .. M t � <" #!+ ! :. . R ar , Y • Rry ' : ., *... e " # M+ f i �.... b v Y'. i t Y. i P' e u .:. '•rt+ w"a♦ 1. UY:. W t � +.. <1" �' ! Y FA: � ': `n M x, i.' !!3'. � *' a.,� 'K.^ � A $ !S 1, M INSPECTION RECORD 'VANSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. —� �� c.�3� -ice >L: c..c -- t INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS FOUNDATION INSPECTIONS Footings /Caissons Stemwall / (CEG) Concrete Encased Ground _ Reinforcing or Monolithic Weatherproof/ French Drain Sewer Service Lines Water Service Lines CONCRETE SLAB FLOOR lectrical (Underground) 3 lumbing (Underground) ieating (Underground) theathi ath / Wall tie . lid - Roof lect rical Service ough Electric oug Plumbing as Piping augh M Fra Insulati [ Drywall L - s' F al uiing inal - ::FireDepartment R.O.W 8 Drainage INSPECTIONS FOR PLANNING H ZONING, FIRE AND PUBLICE WORKS ' Parking & Land pin z. SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSP[C "NOTE: ALI WIST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS CERTIFICA - ^Y IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORI /A7 _ ,�,. CE RTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. MITTED UNTIL CERTIFICATE OF OCCUPANCY IS ♦ i CITY OF WHEAT RIDGE r Building Inspection Division 1 (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: eo ®F Job Address: .531.5 1sw&9, S7 Permit Number: O? V/OV /Zri7,�'h'�7V4 3`7] p71&I/ /PC, SYT Leo 7.S <C'UftF dJf'rOP6A Dy,� T "0 r0 � j: /J�,4w /T) Ac/ 1 fr%v P� >o? rz srsc T >� S,'�eTiv ❑ No one available for inspection: Time r Yo AM/ Re- Inspection required: (�iD No 'When corrections have been made, call for r e-inspection at 303- 234 -5933 Date: /�e�z��'9' Inspector: Z e DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division r' (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:). Job Address: 7-- Permit Number: ~Z) ;;2 C. i ❑ No one available for inspection: Time AM/PM Re-Inspection requirb Yes No 'When corrections have,been made, call for re-inspection at 303-234-5933 r~ Date: ' //0 Inspector: 14L `DO NOT REMOVE THI S NOTICE _ i CITY OF WHEAT RIDGE Bung Inspection Division r' (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: F ,ul- /hoof Job Address: S3/.S Permit Number: 01,1,026 141 No one available for inspection: Time f~...~ AM/J M Re-Inspection required: Ye No "When corrections have been made, call for re-inspection at 303-234-5933 di Date: l2 /D-o9 Inspector: 0/ F< `i nt) NnT RFMnVF T14IS NnTIRF ♦ i CITY OF WHEAT RIDGE Building Inspection Division r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: M.u n 2k~ Job Address:2 /._S E 1!_ Dh Permit Number:6.Oa ❑ No one available for inspection: Time ~ AOPM Re-Inspection required: Yes `No 1 When correctios have been made, call for re-inspection at 303-234-5933 Date: €'t I _S01 f Inspector: DO NOT REMOVE THIS ~OTICE FIVE ROOFING 3318 S. FEDERAL BLVD. ENGLEWOOD, CO 80110 PHONE (303) 762-0089 FAX (303) 762-0098 BSc- C~~ Card -lam 7aq 4c Y-r'c~ aw-5 is- CITY OF WHEAT RIDGE 01/27/10 11:43 AN edba Heyward C Oliver Sr RECEIPT NO09003697 AMOUNT BPSP Re-roof 33 sqs 61.00 094026 Re-insp fee 2 61.00 PAYMENT RECEIVED AMOUNT VS 1866 61.88 Ruth Code: 028966 TOTAL 61.00 ROOFING FACSIMILE TRANSMISSION SHEET DATE l~-M 169 FAX # Z3-I - TO: VV~~~lr FROM: -IR RE~?C)(Mk 409 LA% NUMBER OF PAGES ~ INCLUDES COVER PLEASE CALL 303-762-0089 IF THIS NUMBER OF PAGES ARE NOT RECEIVED. ybv ~4s.~f; v'k +v' S~~s --V-)bbAy-) CITY OF WHEAT RIDGE 12/14/09 8:27 AM cdbb Heyward C. Oliver Sr RECEIPT HO:CDB003547 AMOUNT BPSP Reroof 33 sqs 61.00 094026 Reinspection Fee 61.00 PAYMENT RECEIVED AMOUNT VS 1866 61.00 Ruth Code: 041310 TOTAL 61.00 3318 S. FEDERAL BLVD. ENGLEWOOD, CO 80110 PHONE (303) 762-0089 FAX (303) 762-0098 City of Wheat Ridge r4000or Residential Roofing PERMIT - 094026 PERMIT NO:. 094026.: ISSUED: 11/12/2009 JOB-ADDRESS:: 5315 NEWCOMBE :ST EXPIRES: `05/11/2010 DESCRIPTION: Reroof 33 sqs ***.'CONTACTS owner 303/875-8288 Ken Haag sub 303/762-0089 Heyward C. !Oliver 01-9720 Five Sons Roofing **PARCEL. INFO ZONE CODE: UA USE: UA SUBDIVISION; UA BLOCK/LOT#: '0/ **-FEE SUMMARY ESTIMATED` PROJECT VALUATION: 13,610.86 FEES Permit Fee 308.50 9 Total Valuation .00 ( Use -Tax 245.00 **TOTAL 553.50 Conditions: 6 nail installation mid-roof inspection required. Board' sheathing spaced more than a 1/2 of an inch apart requires plywood overlay on entire roof. Ice and water shield required from save edge to 2' inside exterior walls.` ***Contractor/Property owner shall provide 'ladder(s) secured in place for inpsections. Subject to field inspection. I hereby certify. that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of 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 Codef(I.B.C) and.. all other _applicab t Ridge. Ordinances, for work :under this permit. Plans subject to field inspection. Sigr}e o ctor/owner ate 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 maybe 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 havebeen 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 drainageproblem. 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, ny violation of the provisions of the building codes or any !other ordinance, law,`. rule or regulation. All plan re >w subject to field inspections. Signature Chi... Building: official :date INSPECT ON REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855: REQUESTS MUST BE'. MADE BY 3PM ANY:: BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY." City of Wheat Ridge Building Division m 7500 W. 29"' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 CO<ORA00 Inspection Line: 303-234-5933 Property. Address: Property Owner (please print): Mailing Address: (if different than property address) Address: r5,3t5 State, Zip: Date: Plan Permit 0~ . Phone: 3C3 $-I S-SZSS Contractor: Contractor License Phone: Sub Contractors: Electrical City License Company: Building Permit Application I Plumbing City License Company Mechanical City License Company: Exp. Date: Exp. Date: Exp. Date: Approval: ``Appproval: Approval: Use of space (description): 1)t X>~pT" Construction Value. $13t Plan Review (due at time of submittap: $ 1 Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRES NTATIVE ofof'`(OWNE~ (CONTRATOR) PRINTNAME: -LCQAPS/af~ Q SIGNATURE: ~ .9 Date: /-tf-C)`I M WHE4T City of Wheat Ridge °04oRa~ Residential Mechanic PERMIT - 070523 PERMIT NO: 070523 ISSUED: 06/04/2007 JOB ADDRESS: 5315 NEWCOMBE ST EXPIRES: 12/01/2007 DESCRIPTION: Inatall 5 ton 13 seer A/C & attic ventilator. COAPTACTS owner 303/875-8258 Ken Haag gc 303/423-1982 Bernie Algard 01-7790 Four Seasons Aeating PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: 0049 BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 4,000.00 FEES Permit Fee 126.50 pREgL►M"W ENERCiY CODE Total Valuation .00 . ~b0ftM%M*Oft ' Minimum of 8096 AFU* use Tax 72.00 90Jw&qum@m in rww condftiction ' MiMrtxrm Oi 90%AFUE * * * * TOTAL 198.50 SIMidc 7h@rtlppat requi►ed (Expept for Hydronic Fl"tj - Mbib, m - D, 'actor Comment s: ~ yMW Heows . MilirtNum pf.93 Energy FsG10r • s R-21 VM&Ns • R-38 CaiW" • R-19 CrMM Spaoes a R-tp 9onmsnt walk i heseby certify that the eetback dietancee propoeed by thie pemit applicatlon are accutate, and do not violate applicable ordinancee, rulee ox regulatione of the City of Wheat Ridge or covenante, easemente or reatrictione of record; ehat all meaeuremente ehown, and allegatione mafle are accurate; that I have read and agree to abide by all conditione printed on Chie application and that I aeeume full reaponeibility for compliance with the wheat Ridge Suilding Code (I.B.C) and all other applicable Wheat Ridge Ordinancee, Por work under thie permit. Plane eubject to field inepection. Signature oE contractor/owner date 1. This pemit wae ieeued in accordance with the proviaione eet forth in your application and ie aubject to the lawe of the State of Colorado and to the Zoning Regulations and Building Codee of Wheat Ridge, Colorado or any other applicable oidinances of the City. - 2. Thie permit ariall expire 180 daye from the ieeue date. Requeete Eor an exteneion muet be received prior to expiration date. An exCenaion may be gran[ed at the diecretion of the Building OEficial. 3. IF thiu permitexpires, a new pemit may be acquired for a fee of one-half the amount normally required, pzovided no changee have been or will be made in the original plane and epecificatione and any euapenaion or abandonment hae not exceedr.d one (1) year. If changee have been or if euepeneion or abandonment exceede one (1) year, full fees shall be paid for a new permit. 4. No work oE any manner ehall be done that will chan9e the natural flow of water caueing a drainage problem. 5. Contractor shall notify the Building Inepector twenty-four (24) houre in advance for all inepections and ahall receive written approval on inepection card befoze pzoceeding with eucceseive phases of the job. 6. ?he iasua e of a pemit or the approval of drawings and epecificatione ahall not be conatrued to be a pemit for, nor an a 1 of, an v latlon ot Ghe provisiona of the building codes or any other ordinance, law, rule or regulation. Allview 1/s~Jqct to field inepections. . Signature official date INSPBCTION R8QII8ST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THEFOLLOWING BUSINESS DAY. ~ S: COMMUNITY DEVEI.OPMENT DEPARTMENT Building Permit Number Aq~ w-~\ BUILDING WSPECYIOIN LlNE-303-234-5933 Date: ~CITY OF WHEAT RIDGF °~7500 WE8T 2~97'H AVENUE i~ WHEAT RIDGE, CO 80033 -(303-235-2855) ~~`°R""~" APPL/CATION Property Owncr: PropertyAddresx G315 ~Qy,g~~be s+ Con[ractor I,icense No.: VI -1 ct ~ Phone: 3o;5_ g-lJ-~ as~, Company: 1-c~~➢~ Phone: 303-L{L'r OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT BuildinqDept.ValuationFigure: $/-1 00&, (JO I hereby certify that the seiback distances proposed by ihis pennit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions ot record; that all measurements shown, and allegations made are accurate; ihat I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridye 6ui!ding CoGe (I .B.C) znd eill olherapplicable Wheat Ridge Ordinances, for work un~er p~~rmi[ Pla , e~~ubject to field inspection. (owNea)ccowrFtAcroal. sicN5o _ TE s-3oM (owrvea)(conrancroa):aRiNrEO _ DnreJ-W-O'7 Use of Space (description): b 1.l T6)~) [ 6 S_g, Description of work: `N-~, ~q Sq.Ft.added Value:$ Pcrmit Fee:$ Ylan Review Fee:$ I iSf'. T _aX.: $ -7'otal:$ t9t3- (RyioR) ,4)C Electrical License No: Plumbing License No: Mechanical License No: Compamy: Conlpany: Company: Expiration Date. F_xpiration Date: Expiration Date: Approval: Approvai: Approval: (1) This permii was issuea In accordar+ce with the provisiors set forth ~n your application and is subjecl lo the laws of the State of Colorado ar,d tu ihe Zcnirg Regul_tions an.^.' 6uddlrg Codes of Wheat Ridge, Coloredo or any other aoplicabie ordinances of the Cily (2) ihis permit snall ezpire if (A) ihe work authorized is not commenced wi[hin sixty (90) days from issue date or (B) the building authorized is suspended or abandoned for a periud uf iBG days. (3) If this perrnit expires, a new permit may be acc;uired for a fee of one-helt the amount normally required, provided no changes have Geen orarill be made in the originai plans aod sprcificar.ions ano any suspension or abandonment has nol exceedetl one yenr. If changes have been or if suspvnsioe .-,r abandorrtnent exceeds ene (1) year, full fees Shall be paid fora new permit. (4) No work nf any manner shall be done that will change the natural slow of water causing a dreinage problem. (5) Cuntradur shall notify the Building Inspector wenty -four (24) hours in advance for all inspections and shall receive wriften app:ova! cn inspedior: card before proceedin5 with soccessive phases of the job. (6) 7he issuence of a permit or the approval of drawings and specifica?ions shall not be construed to be a permit for, nor an approval of, any violatlon of the provisions ef [he binitding codes or any other ordinance, law, rule or regulation. All plan review is subjec[ to field inspections. ~hiet Suild~ng Official = 9 N ~ y 6 ry y N ry J ~ o N O av C ~ N O - W N N m cl -L y O y E c d m c C N N ~ ~a C 0 9 U I~ a I+~ o ~ ~ W M m U o o o~~ d W ~ o c ~ O ~U 3m 3 3 " W LL ° v=~ / ~ ~ r t o ~ ~ U > U > c T U mas .1 2~E o ~ 2 ~ t 3 ~ a U N N y ~ m n o > c ~ o A ~ E a w w ~ ~ E Z U d d O ~ N E > a ~ ca Z W N 0 iL a o Z w ~ F- ~ o a o O U a O N LL ~ LU W W J ~ a o a O ~ ~ 2 C N C m ~ g~ a m 'o ~ ~ 0 aA ~U v~ a w m ~a c O E ~ L ~ ~ Z ~ ~ 5 0 m t V 3 S E a N Date: ~ ~ ~ 0+ A Certificate of Occupancy or Completion has been requested for: ADDR[88: 6J L /VaW661A-L~SA PURP08[ Of STRUCTURC O'f5~ Building Department Remarks: Zoning Remarks: Public Works Remarks: axk. Fec - Fire Marshali Approi (If Applicable) Remarks: Sanitation District A (If Applicable) Remarks: Water Distrlct Apprc (If Applicable) b Remarks: INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD ' fry ti JOBADDRESS a~t. ~~.,t . . ~ • TYPE OCCUPANCY 1 t, F6+ BUILDING PERMIT N0. r'DATE ISSUED OWNEfi Ylk o (lA ♦ HY, 11+,"- [.i CONTRACTOR ` ` ` 1. SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECT N TE INSPECTOR Foundations - Footings 721 ~ Caissons ' Reinforcin or Monolithic Weatherproofing ~ C ~ ~ -b~ ~ 4• ~1 ;~1<C~ rYcrlc~; t~d:tr'1 r ~ POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED4`' -4(~~;~ ~L..:. - ~ ) Concrete Slab Floor. Electrical (Ground Work) Plumbing (Ground Work) L, Heating (Ground Work) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical 7- Ciq Rough Plumbing '7 - 2- o Air Test Gas Piping i- Z,O -o 9 Rough Heating & Ventilation - Z0-n q Framing ~ -~-G' Insulation - Q Drywall Nailing Ci Roofing 4-, Refrigeration Electrical Underground Final U t - Electrical vE ~ O Plumbing JG • d Heating & Ventilation pv 'J~ - Frame $ - - 6 R.O.W. & Drainage y io o G,cr cr.eEo Fire Department Parking & Landscaping k ~ OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF r OCCUPANCY IS ISSUED `r PROTECT THIS CARD FROM THE WEATHER RESIDENTIAL SITE CERTIFICATION DATE: 6/2 -7 /o 4 ADDRBSS: 5315 /U t~co~a P- SrRitT LOT: I Z BLOCK: 3 SUBDIVISION: SK~LW ~ rLSTATCS JO. S The relative elevations at the referenced address were measured at the lot sides and comers, top of foundation and other locations as needed. The sides, elevations and drainage patterns as measured are in substantial conformance with the approved grading and erosion control plan for the referenced subdivision. ❑ The lot grading does not conform to the approved grading and erosion control plan The attached revised ref grading and erosion control plan reflects the existing grading at this site is functionally adequate for this lot and the overall subdivision. seal ~n Sincerely, IMPROVEMENT SURVEY PLAT AND SCnLE: t" = 20' Carroll & Lange DRAINAGE C'tRTIFICATE ° Jog No: 3161 ,=imessionzeenainaarsxtenasunevo~s oth BINd . s,,te 156 DRAWN BY: PH ~ I ~~;5 su L.,kew~n. Colorano e0228 (soa) een-ozoo DATE DRAWN: 08-25-04 REV7SED ISP: > REVISED ISP: I > REGRADE: R -27 -0~i oa~ LEGEND ° - • =FOUND #5 REBAR pvsµ'S ~ WITH PLASTIC CAP ~900,~ 5 66.00' N00'13'11 "W . p=FOUND NAIL & DISK LOT 12 R=PROPERTY LINE 10' U.E BOW=BACK OF WALK BLOCK 3 F=FLOW LINE ❑ =PEDESTAL i~ yx =SERVICE Q 3, {}=LIGHT POLE 6' PRIVACY tD I PROPOSED TGB=4(p.( FENCE w w I 6 AS-BUILT TG8=4(p,1 w w ~ D I ~n ~n ~ - I i--~ ali, I ? I x'~~~~ 4q9 ~ ~ Wll \I ~ o to 20 20.0' 4S o r, 14"- q * I ~ m xiqa 44 t44- I~(a) I ~ 00 ti 28.0' ~{St 4S% ~~hlf ~ i~er crxnrr nur THE cicvAnows d3 r era ~orsewAcc .~A, ~sHo 1.0' li 1 n.~~in °tl`-" a_. .r rsr.+rs I ~ Ic`i J O I mrnca wc ocMSEarm nrow A "Wr I . 2 STORY I Y O or '"c n°°~c °ESCwrc° ""°rc"n iv ' ~ rerianwm a nc oAre awvM. ua o BRICK AND FRAME ~ ACqMAIELY Na mI Encr nc I N ti N EVAnws ,~s mcr oosho uu mc ~ 5315 n u I oAre ar s,w wrtNcv. THE nnr,aVE I`}Z~' ~ I NEWCOMBE STREET ~ c~anu+s As o[nclrn ~cn[w uAr 3~ p1AN4E SUBYOIIlHT TO 111E DAIE nEINa aue ro me aw9oo¢£ 8.0' 1.0', or` uwiI a tnc saL. Andna ae 44 p2 REMOVAL OF SdL BY Mii dF YM1. FR09R1 BY THE MND pi WAm dt OTRR 43O FACTORi TIfl160RF. ~EY MAY .l p rr~`I7' I NOT~CCUII~IELY AIE flEV~TOHS G G: 45 I ~34 vaµ0arewe,~xu,cc sumcr `E I ~ I~3 ~`i i 48.0' 9.0' ~ I ~ 11E 1EREU SURWVOR. NO. 1lII COVD. ~I 0 -Z -O I '!`f~- PORCH J`~' ~ oA1E oF Kr 431 INS~E 410ANN MIE 111E PE SiFAED "W ° I ~ I wRESMOE u, n i ~oww. s«u i.°~'im ncsc nEVAnas ua cnincs .o ~ w„~ ^~Y ~ ~ na[ wu Wt coY[n smucnwu I422 uwAac ro mue NOME cAusm As A 1 0' . U.E. + ~r a awpcs MAoc n~ n+c AMXIED GqApES. TIOYf011E. IT IS Yq1R W 11CSPd1!/lltt TO MNNT.VN M dtMES AS SEi BY AIE M11lDEW IND A5 CGIIFIED 66.00' 50073'11'~E SUIPOEOUIL . ~ BOW N AGOTON. TME H.O.W. ci+oiccnaws a YOUR BWIDER ~ O O T CoYER 51#UC1UR,1L ~ OIJIACE CAVSEO AS A IIESIILT OF tlIMlGES YME IN THE FNMSIIED NEWCOMBE STREET ~NNAOE IT IS rouR ~sraswuTr TO MNHTM THE CRAOES AS SET BY TIE BUMDER NID A$ CERTFIED BY iHE SURKYOR ' Bv BVILOER BEARINGS ARE BASED ON THE WE,ST LINE OF LOT 12, BLOCK 3,OF THE RECORDED PLAT SKYLINE ESTATES FILWG N0. 3 BEARING N00'13'11"W WITH MONUMENTS AS SHOWN HEREON. THIS CERTIFIES THAT THE ABOVE IS A TRUE AND CORRECT PIAT OF A SURVEY MADE UNDER MY SUPERVISION THIS 24L DAY OF AUGUST ,2004 , OF THE PROPERTY DESCRIBED As: LOT 12, BLOCK 3, FLOOD INFORMATION: SKYLINE ESTATES FILING N0. 3, rHis aROPERrv uES wirHw zoNE c, DESicNArED ns CITY OF WHEAT RIDGE, AREAS OF MINIMAL FLOODING, ACCORDING TO FEDERAL EMERGENCY; M,M~{e~FJyJENT AGENCY FLOOD INSURANCE COUNTY OF JEFFERSON, RnrE Mpa: coMMuNiTYsvnNEL No. 08507e-0005 c, STATE OF COLORADO REVisfio,.fta'+, a,',t9se~;-{"sxruNe esTAres FLc. no s.) AND THAT THE LOCATION AND DIMENSIONS OP ALL BUILDING IMPROVEMECI'Tjr+jiASEMENTS`A&SRfGHTS-OF-WAY IN EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS BY OR ON THE PREM1 SHO N. B Y: DATE: . RECERTIFIE 6~-'1 ; e`' --D~ATE: i ~ : i nT,.^ THIS SURVEY DOES NOT ADDRESS EASEAIENTS OTHER THAN THOSE SHOWN ON THE REWRDED PLAT NOTED HEREON. NO 1YTC~'CO}~~II7MENT WAS PRONDED TO THE SURVEYOR. NOTICE: ACCORDING i0 COLORADO LAW YOV MUST COIAMENCE ANY IEGAL AC110N BASED UPON ANY DEFECL IN iH15 SURVEY WiHIN 1HREE YEMS AGiER YOU FlRST DISWOEflED WCH DEFECT.IN NO EVENT NAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURbEV BE CONAIENCED NORE THAN iEN YEARS FROA1 THE DAIE OF THE CERPFICATION SHONN HFREON. " . T - i - ~ - - - i - i - - ~ - ~ - , ~ I ■ . . _ \ O ~ M d ~ Ln I Q ~ . r~t- rn F Z ~ 00 0 Q ~ U La. Q ~ ?poH F--j NW~~ O ~ ~o~~ z ogo~ ~:LA-~ y~~ Z0Ym J W O N~2 QU M r ~ ~rV ~ V I 4 m ~ N d 7 ~ ~ Q N _if) _ ~ NW ~ Q= ~ f Z OJ 0.. Q ; a , . . . _ . ~ . . . ..a_,. . i. i a Wt 0 Z: ] 1 1 J ~ I 0 Z. f . . _ z : . . _ . - . t . ~ . . . s , t . _ , . .i...._ , ~ , . ; ` S2l33NI~N3 JN111r1SN0~ RESIDENTIAL SITE CERTIFICATION DATE: 612'7104 ADDRESS: S31 S /V L~COmj3k_ STRiLT LOT: 12- BLOCK: 3 SUBDNISION:_sK✓",Njr fSTATLS ti,o.5 The relative elevations at the referenced address were measured at the lot sides and corners, top of foundation and other locations as needed. The sides, elevations and drainage pattems as measured aze in substantial conformance with the approved grading and erosion control plan for the referenced subdivision. ❑ The lot grading does not conform to the approved grading and erosion control plan The attached revised ref grading and erosion control plan reflects the existing grading at this site is functionally adequate for this lot and the overall subdivision. Sincerely, BY seal IMPROVEMENT SURVEY AND orl'N Carroll s~ Lange= DRAINAGE ctRTiFicArE Prnlesslonal Enqineers 8 Lantl Surveyurs i 65 SautM1 Unlon 61vtl., SUlle I56 Lakewoon.cobraao Pozze (303) 980-0200 r V aw > U E~ Z a~ yeo°',~~4y 66.00' M LOT 12 ~ BLOCK 3 ~ ~ - - - N00'13'11 "W 70' U.E. - _ ~ P~SMS+1b~, 6' PRIVACY `O FENCE 6 N, 44 20.0' JS ~ cn Co a I 0 44i ~{S x ~13~ 1.0' iw w ~ dif > > I X.. 4 ,~5`- 28.0' qSi ~45i ~ I 2 STORY ~ o BRICK AND FRAME I N 5315 W I}Zt ~ I NEWCOMBE STREET 8 ~ .0' 1.0'l I 43 l 1i1 ? -rr-='~>' ~ 1 G;~:4s - I N I I43 A 48.0' {S cow. PORCH ~ti3 I I . 0 ^ J1q~ ~ ~ _ _M 10' U.E. 66.00" 50073"11'E~ o - ; F . , < < NEWCOMBE STREET O I N I1y/ ~ 4' ~ 11 J~ L ~ ~ZL -a eow b ~ PLAT SCALE: 1 = 20' JOB N0: 3161 DRawN ev: PH DATE DRAWN:OH-2S-O4 REVISED ISP: RENSED ISP: REGRADE: R - Zi-0'l LEGEND • =FOUND HS REBAR `MTH PLA571C CAP O=FOUND NAIL & DISK F=PROPERTY LINE BOW=BACK OF WALK I[=FLOW LINE O =PEDESTAL x aSERVICE {3=LIGHT POLE PROPOSED TGB=44.( AS-BUILT TG8=4&.1 0 10 20 BEARINGS ARE BASED ON THE WEST LINE OF LOTj_Z, BLOCK 3 OF THE RECORDED PIAT SKYLINE ESTATES FILING N0. 3 BEARING N00'13'11"W . W1TH MONUMENTS AS SHOWN HEREON. THIS CERTIFIES THAT THE ABOVE IS A TRUE AND CORRECT PLAT OF A SURVEY MADE UNDER MY SUPERVISION THIS 24ItL DAY OF AUGUST ,100¢_ , OF THE PROPERTY DESCRIBED AS LOT 12, BLOCK 3, FLOOD INFORMATION: SKYLINE ESTATES FILING N0. 3, rHis PRaPERrr ues WrHiN zoNe c, oESicNnrEO ns CITY OF WHEAT RIDGE, AREAS OF MINIMAL FLOODING, ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY FL000 INSURANCE COUNTY OF JEFFERSON, RATE MAP, GQ f1UNITV PANEL NO 085079-0005 C, STATE OF COLORA00 RENSF~T1 (SKYLINE ESTATES FLG. NO 3.) AND THAT THE LOCATION AND OIMENSIONS OF ALl BUILDING IMPROVEME RIGHTS-OF-WAY IN EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS BY OR ON THE PREN~•A _ Y SHOWN. BY: ^s''• ..Va DATE: ~ 4 RECERTIF'fffY.~ . ATE: iH15 SURVEY DOES NOT ADDRE55 EASEMENTS O1HER iHAN iHOSE SHOWN ON THE REGORDEO PLAT NOIED HERE~N'o. ~ T WAS PROVIDED TO THE SURVEYOR. NOTICE: ACCOROING i0 COLIXVA00 LAW YW MUST CpIYENCE ANY IECAL AC➢IXI BASED UPQV ANY OEFECi IN TVIS SlIR4ET N TEMS PFiEF YW FlRSi OISWYEREO SUCN DEFECL IN NO EVENT MAY ANY ACTION BASEO UPON ANY OEfECT IN LHIS SURYEY BE COMMENCED IdORE 1HAN iEN YEARS PRpA THE DAIE OF THE CERTFICAl10N SHONN HEftEON. w,mnx ni w.aa rwoxowwNa roun noewa rINIaMw o rew wua ru. NOr cae~ s NIIIR ~ Ae • T CF aM11{'t Mi M p1~ AMWR, IIfMI IT TKIE YOM1 A 4/11 f I~t F wE r111D!! Mq AS br tMt wmcm er CONSIJLTING ENGINEERS. ~J F 3 5^• , ,.....v.,......._ y.. _ . ~ _ _ . j I _ , I . ~ ~ . y ~ .J.~..x..-'. - . . u' \ ..r~ .,..f _ ~ . ~J 5 ` t , . r ~ . . I ~ i , ♦ tl[ ~ C r,Z p i i0~ i! . ~ ~ , t ; ~ a J`. Z o ' . . . . tmD ~ ~ ~ , ~ . _ , . ; ~ . i ti ,;st . , ' h, . t` ~ ~ k . , _ ~y _ . r... r , \ , : L-n . . . _ , ti..,. . c:.._ . .a:... , ~ - CD 4~ ~ ~ _ :0 0 , _ qP6 ~ ~ - - ' ' 1 4~ N ~ ~ Ur- N , O 11 ~S- --1 - ~ ~ t ~ I ~ (A . ~ .Z1 (li i ` r-- - + N ~ Z TC w m I o n A ~m On frIr Z 01 cram ~ m -Ci rri ' ;Or ~ no> N r' o 0 ~ I ;D V > 0 Spo ~ D 00 ~ Z<Z co Z rpi v COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 77617 BUILDING INSPECTION LINE -(303-234-5933) Date : 8/25/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: MELODY HOMES Property Address : 5315 NEWCOMBE ST Phone : 466-1831 Contractor License No. : 21948 Company : Greater Western Fence Phone : 469-8261 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $350.00 I hereby certify that the setback distances proposed by this permil application are accurate, and Permit Fee : $30.55 do not violate applicable ordinances, rules or regulations of Ihe City of Wheat Ridge or easements or restrictions of record; that all measurements shown, and allegations covenants Plan Review Fee : $0.00 , made are accurate; that I have read and agree to abide by all conditions prinled on this Use Tax : $4.20 applicalion, and that I assume full responsibility for compliance with the W heat Ridge Building - ~ Code (U.B.C.) and all other applicable Vj(heat Ridge ordinances, for work under thia~ rmd. $34J5 t l ~ DATE U CL a : ~ (OWNER)(CONTRACTOR)SIGNED Use: LQ Description : INSTALL 1X4X6' CEDAR TO BOTH W INGS Z Zoning Commerliti: Approval : TRC Zoning : pRD Build~`rig Cor~lmerts: Approval : Public` V1(orks'COmments; APProval : Occupancy: Walls BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : OK Owner / conhactor P i's re;Pc~ nsvb lo~ or Ic -;:`n, ..roPe, lines and constructino ;rovo-ners ac~;, ~g to aPProved plan and re4uired i~velcpeie;![, The ! City is not *espun !)le fur racc,irate suhmiaed w'[hin he, a~i sct .1d any coa~ i.::,;n errors resulting from inaceL-~.•;; ~of`prr.,,;10!1. Roof Electrical License No : Company: Expiration Date : Approval : Plumbing License No : Company: Expiration Date : Approval: Stories : Residential Units : Mechanical License No : Company: Expiration Date : Approval: (1) This 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 euilding Code of W heat Ridge, Colorado or any other applicable ordinances o/ the City. (2) This permit shall expire if (A) the work authorized is not commencetl within sizty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of'I20 days. (3) If this permit expires, a new pertnil may be acquired for a fee of one-half ihe 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 thal will change the naturel Flaw of waler causing a drainage pmblem. (5) Contraclor shall notify the Building Inspector hventy-four (24) hours in advance for all inspeclions and shall receive written approval on inspection card before pmceetliing wilh successive phases of lhe job. (6) The issuance of a permit or the approval of drawin9s and specifcations shall not be wnstmed ro be a permit for, nor an approval oG any violation of the provisions of the busodes or an ordinance, law, rule or regulation. Chief Buildin nspe Please sign Terms and Conditions on reverse side of page. ~4ug 23 04 12:00p Reding 303-650-8234 p.l COMMUNIIYDEVELOPMENTDEPARTMENT BuildingPermitNumber. BUILDINGINSPECTIONLINE-30],2543833 Date: CITV OF WHEAT PoDGE ~ g 7500 NIEST 29TH AVENUE WHEAT PoOGE, CO 60035 - (JO]-235-2855) APPLICATION I'roperty Owner: F'}o In2 S PnipeT• Acidn,ss. Yhone: 4~ 6 1831 . Convactor License No-~ a l~~f(] o r~4 C, ompmiy: ~ l`fll.l~.(~S e>T C rr~ T r:lli7~ f hone: OW NERICON7RI1Clq1 SIOWITUFE OF UNDERSTAlmIN011NO AORF81dT Construction Value:$ I hare0y ceNy that Me setbeck d'smnces proposaE by M'¢ parmB appkadon are accunta,andAOratvqWeapp6cadeoMinancss,rulesormguletiom WMeCiyof PCimiIPEC:$ Wheat Ridga or covenpnb, easements ot rastrictbm of nwrd; Met all maesuremarns snown, ana allagatiom rtmde are aoaxam: tlmt I Mve reae anC Plan Review Fee:$ aqroa [o ebide by all coMiEOm priMeA on Mis appliwdon anE Mat I assume WB jjSe'('&ti' responsibiliry /or compliance wBh the YNhaat Ridqs Buddirq Cotle N-B.C) and a0 oMar appiirabla NTeat Ridps Ordnwrwes, Po work urWer Mis pa~mil. • TOL3~:$ r lavr+6! L: UOTE u~ OpNIMt inR 9GNm~ ~ % . } Description: I X`-F X Iu ~ CC.ULU "f " 60 ~ `'LOy.5 S Ft dd d I ~ \ q. . a e BU[LDINC DEPARTI1gNT USE ONLY SIC: Sq.Ft.: ONWG COMMENTS' ~ Appro;f~ ' Zoning.~ V Iv ry\ ~ l Jl I A' . lj 1'/ ~ti : BVILDING COMMENTS: APPr OV3I: ' r ~ t i+;i' v PUBLIC WbRKS COMMENTS: - - Approval: Irccupancy: Walls: Root Stories: Residential Uni1s: I I Electrical License No: Plumbing License No: Mechanical License No: Company: Company Cortpany: Expiration Date: Expiration Date: Ecpiretion Date: Anproval: Approval: Approval: (1) This permit was isued'm aocorde'we wilh the provisbru set bM1h in yaur app6catlon sntl h su6jad ta the laws of IM State d Cobredo and fc the Zoning Raguladore and eultl6q Cotles of YMeat Ridpe, Cobndo warry oMer applim6le oNirences of the Cily. (2) This pemit slull azpin d(/) Ma r.ork autlior¢ed is mtoomroncad wiMui sixly (60) days (rom rssue dafe or (B) the building auUwrized k suspaMeO or aCendorred for a periotl of 120 Aays. (3) II tliis permit expins, a rww pertrit rray 6a aryuintl Por a faa of onMaM the amount rwrmally raQUwed, pmvided no tlharges have bean or wBl be mede in Ihe original pla's enC speciFicaEOns and eny wspension or aDandonma'R has nM exceeded one (1) yasr. If changes hava been or d wspensbn or eba'Manmerrt eacoods ona (7) yaar,lull fees shall be psi0 for a naw pertrv[ (4) No work o(any manner shall be doi» that xip chenga Uw rntunl Mw of water nusYip adrainaye probbnv (5) CoM,actor shall noXy the Bulldpg 1m{rcbr lwenty-four (24) Iwurs in edwfaa for all inspacliorrs and shap receive v.ritlen approval on inspaction wrd batore proceedip MiN succassive phases of Ma jo6. (6) Tho'sswnw of a parmit or Na appmwl o( drewirgs and spedfieations shaA nol be oonmued b be a pertril For, rror an approval of, am vioWtiOn of the provisions of Me buildil0 oodes or any other ord'aiance, lew, rule or regulation. Chief Building O(ficial (qug.23 04 12:00p Reding 303-650-8234 p.2 auG.te.zeea i:isan no.na P.7 P LO T P LA N FaR MELODY HOMES INC. LOT 12 BLOCK SKYLINE ESTATES, fILING 3 CITY OF WHEAT RIDGE. COUNTY Of JE 0 STATE OF COLORADO. ADDRESS 5315 NEWCOMBE EET N00'13 11 w 66.00' 4e•5 n 10' U.E. 00 F-SETBACK' - rn 1' . ~lo y9.A I I a (D a ~ ~ LL or i2 i 7,920 Sf., I r-- i I9iD' N f72' I NI Q 1.0' f0 ~i ~ 4 S.S ^^i9 I.0' O O 8' w rI F e riY, i r 69' J ~I I 7 _ I I r + ~ '■'~i ~.m ~ 9! ~R w ;n I , Y71 r.nRn6! ~ 1 trwir ~ pg,p ~ wNSrs I~C'I~ I I i o' U.C. 10' U.E 41.5 NO 13 11 W 66.00 42•4 NO( /~(61,~Gp~lt36 S712EbT ~ ~ 1. ~araT TIS I~M /UM WA ItlT AC~ lMaT4i di WlCM YqLG !0~ 1M A~ x amicN~ aexmMl'N.va. L MyMy1~{MqCpMpp~~pp. qrtIw/I~~eML Ef 1MC fINlL{I~K rya~ m 1Nf M S ~1ry~I~p~~AI~YwCO11iK[p,31t~ ~1\b~e ~ CtlICK4~iI6 ~ . mM111UC11~ ~ Wv ~w i ~9@10~ y~IIOOIm Y~pn 6~1 IMK S fiAf~~ WQ ~M1~tlK11Q1 N141p~1M[~WiIN r4~IG~1M111 ql~Vi. MNIY INiO STAKE[ MODEL 3000 RH 3 CAR ELEV, A lDT ARE A SF. NaUSE ~ 920 2 7~i34.7 28.57i B t~p(ryHT LD G y BLDQ MF16XTs AVG ~ AV(i. f.C.- qt•S wATEn smwtE K1~1}np'ai~vu¢ • 7 SfACIi7t REOWIIEP 4AN17ARY 9EWER 9ERNCE gp W~BAOf OF wA1X 7R UGHT POLE FO'M-FRCNT af WALK YtFRE H~NT . E: RAw uNE T QMELODY HOMES MINIMUM SET' BACKS: ~A,~; ,,•a20• »w~ ~XSarnwaLVn 1-800-922-19E7 .534-s700~ 20.0 ~~T: SIDE?-g'REAR: DATE:04-19-0 4 REV: ~ MOXd: (903) I66-1691 yy~, ;g~ gg~ '~'I STREET SIDE: 2o.0' 8Y:DNA r l~r ~aoa/ ~et-r¢tee r.ii MINIMUAi STRUCTURES15' BE11h EEN 3 JOB N0: y ~ ~SE ml'~ (~OI ~I I N K w W ~ O w 3 N 7 W A n 0 ~0 t N W n W ' O 7 N S N N a rn D v a m ~ ~ N ~ (D ~ 0 3 61 s_ L O Q' ~ a Q A N N I ~ ~ ♦ / 0 7 ~ O ~ C cD (D O ~ C~ ~ ' v ~=cnm O w ~D < m N (5•r Z~y ~ 0. ~ m z n N ~ cD o• o ~ m v ~ COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 17190 BUILDING INSPECTION LINE -(303-234-5933) Date : 6/7/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: MELODY HOMES INC Property Address : 5315 NEWCOMBE ST Phone : 466-1831 Contractor License No. : 21279 Company : Melody Homes Phone : 466-1831 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $219,411.00 I hereby certify that the setback distances proposed by this permit application are accurate, and permit Fee : $2,165.55 do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations PIBn RevlOw Fee : $100.00 made are accurate; that I have read and agree to abide by all conditions printed on this Use Tax : $2,632.93 application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Rid9e dinances, for work under this permit. Total 898.48 : $4 '~'7~,.~ (OWNER)(CONTRACTOR)SIGNED9+'LC/~P ~w/L/M~.Phfi DATE , II~jS.51 Use: 150.00 Description : 3009 A- WITH FIREPLACE IN FAMILY ROOM T V'a_t z~~~~,p-~ 29 BUILDING DEPARTMENlQ9A96POQ4ector is responsible for Ic^• ' lines and constr~qrynQ improvcmegt~.aFt. : Zoning CommentS:; approved plan aridrequired developm Approval : TRC OK The City is not responsible fur ;nsccu 111bmitted within the plan s,:t i~d z^ ZOning : PRD resuliing fro:•t i:_. $uilding Commsnts:.: OK WI CHANGES TO FOUNDATION REBAR. Approval: CR Rulilic Works CommerMts: OK. 6I7I04. SEE ATTACHED SHEETS Approval : DFB Occupancy : R3 Walls : 2X6 Roof : Stories : Residential Units : 1 Electrical License No : 21284 Plumbing License No :19354 Mechanical License No : 17790 Company :Thunder Ridge Electric Co. Expiration Date : 2/28/2005 Approval : OKIKS Company:Millwood Plumbing & Heating Expiration Date : 5/25/2005 Approval : OKIKS Company : Four Seasons Heating Expiration Date : 5/30/2005 Approval : OKIKS (1) This permit was issued in accortlance with the provisions set forth in yopur application and is subjecl to the taws of the Slale of Colorado and to the Zoning Regulalions and Building Code of W heal Ridge, Cobrado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is nol commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a penod of 120 days. (3) If this permit ezpires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will ba made in the original pians and specifcations and any suspension or abandonment has not ezceeded one (1) year. if changes are made or if suspension or a6andonment exceeds one (7) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done thal will change the naNral Flow of water causing a draina9e problem. (5) Contractor shall notify the Building Inspector hventy-four (24) hours in advance for all inspections and shall recaive written approval on inspection card before pmceediing with successive phases of the joh. (6) The issua a permit He-eppraval of tlrawings and specifcations shall not be construed to be a permil for, nor an approval of, any violation of the proe bg codes or any o_iFtar ordinance, law, rule or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. COMMUNI7'Y DEVETApMENT AEPARI'MENT ~ BUII.DING INSPECTTON L1ME - 303-234-5933 - ~ CIT'Y OF WAEAT RIDGE 7500 WEST 297'H A'1'ENUE WfiEAT RIpGE, CO 80033 - (303-235-285~ °acaer I AAi ~M a91~~. pCOpCItyQWftEr: f 11 Ui:( Propaty Address: Gonaactor License No.: 2( G ConVany: Building Permit Number. ba[e: Phone' Phone: 0M7:E11/COTTRwCJOA SIGRATU0.E OF 01VIDER$TANAINC AR➢ ACREflNfMT i hcrc6y cenify that 1M scibxk eizwxa proposed by lhis penml appUntian me mccurat0. COriStIllCil071 V 21llC:$ ~ anWdonotvfdaaapplicabkordimnees,niksorieguLriqosofdeCiryofWtKatRiEBeor p S 21b5.~ nitF covensnts, rascmaiu «~estrictions orramd ; that aII mxsuiemrnts:Mw~. sna ailegs tiens 1NAC m wW9tr tIIat I I19VC R9O uA 19nC IO 1b1A! EY WI cMElf10111 pfiTW d, ,k:. ~ ee: P1en Rcvicw Fee-$ I 00. CO aypnaim, ,na wt 1 usmw run rnpwaimlfry rQ comphance w;m thc wncat Riagc Building Code (U.9.G) and all aher appticable wheat Itidge OrdinaMez, t« work undo C1sC Tax:$ 2~~J2 ~ 1_ Ihis pcrtnil. Total:$ IOwTERpCONiReCT01U;S1GNED. On7E,~)/~ / . ; ~-~~i~ ' ~ c~+" K-ta ~01 t ~5 I lS (0~/NEft7~00NtMtTOA): PRI ~ i`vi DAiE~1 C ~ 7 ~ DESCRIPT10N: :y-2j(JCiCI ~ - ;,,),7 `t- -/'1V,P_~I(,ZG.Z • v~ }-Gt-~'Lc,~C-~.c,~ ~2v2~ t ' HUILDING UEPAR'fMENT USE ONLY Sq Zo'nmo Cow~Mmm: .Ft: Approval:(eT(6 ZoninS: fplLj r~ BUItoINP COrx[47111: DIC /~f Approva1: I1.. •usuc Wpp(fCOMMCMS:OK ApproVel: - SE~ /9'l~✓YGid'6a $~'!~~"5 Occupancy: Walls: Roof: Stories; ResidentiatUniu: X~; I Elxtrical T,icrnse No: 12 / Pluqibiug License No: ~7 2_~ Mechaoical Licaue No_ t-j-T qO n r 'I C°n~pany' I Yu,~,'UI ~ iCX/`COmpa°)"- C°mpa°y. rt1Lt-d' ~~-PcuJi7v~ Expuation Date: ~ Fxpira6on Date: Eacp'uation Dato: Approval: Approval: Aqp`orel: (11 1L:s v~~•~s iuued'w aceaNMee w•i~E M1e proriveet x+$.Po i~ Jour+AP~•~••d'u wlje~~ ro 1pe Mwc M16c Sdr ofCoiordo W n As Za.ug Re`ahowu and Bw70ioY Coda NWAat IIid[S Cdaada amy dha+ppknbk ad'm.nca of thc 6h. (t) iL'uaftwnk $h.eeapcnit(n)ux .at.uiharawisea~awiuuer:+ry(M bntrom+aremumlHJmebuildiot.whwiaxausuapeaaee« mudwwd faa pa;eA ef Im myt. (l) If ~i~ p~m.i~ cxPiru, a new' pami~ wr h. a~qu'vod [a a f« af aw-h~l(Jrc anwum nwmall) raryiiW, yro~idN oo ehwsu Mv<bxn m r-ill Ee made YI tl1i OII~ pLM 1Ed 1pR~~i[111d1~ W YY A9pLOP0O Of ~6~hdavep4 hU Otl deee0[d qlt (II Y~~• 1(<Wajtl IsK 6em O! I~blt~eap0~ q J~MIIWM cacaYAf aae(~~ YW~. (Yd {tCf Cu! 1Xpold (Of \ hF pLAOIL I:o Wak of+M maener W+e De dwe &M wiB ch.np We wwN Mw d r~ ewusmt a'bamye pmblem. I5) Ceevaenr SO+d rotiry tlw BuAdint Iwp.ctr mqmfm (31) Ams ie rd~ W atl mspaYOne aad f1u0 ~ivs wmvn aOY~,mI oe lnryecuw orG 6efae vfoceedhi wiih suc«un<vle+*es af tlbe je►. (6) ihs iswiuC<Ma puHaa a 6e yVml+l ofdnwie{S ied rp cilkatlme $atl `p b[ mmtrued b be a P^^N Taf. Oa m WP^ewl 04 my riamon af 'he pmisiaw ofjw-%yiMing codu ar ury m~(adJrlRi,lw, rvk a n{oWioa Z0'd,o0TZ:Si b00L 6T Jdti LS8LS£Z£0£:X2j Pid '8 9NIMNkild DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATION Date: fo- f - O`I ( 303) Applicant: : 108N Phone # y~' Location of Construction: S315- S`FAe.'vF-T Purpose of Construction: -S-N,;E-c-E Building Permit Value: Single Family X Commercial Mu1ti-Family DEVELOPMENT REVIEW FEES DevelopmentReviewProcessingFee: $100.00 $ /oo.cn (for documem processing) Single Family Residence Review Fee: $50.00 S$o • .0o (fot review of applicable technical docamenu) CommerciaUMulti-Family Reriew Fee: •(for review of existing technical documents) s10000 $ .(for review of technical documenU for construMion in $ Right-0f-Way, Finat Drainagc Report, and Erosion Control Plan) $500.00 CDOT Access Permit Fee: 00.00 $ (for documem appliption azd processing) Traffic Impact Study Review Fee: $100.00 $ (for document review and processing) Flood Plain Variance Review Fee: ttor document rcvicw and pra;essing) Class I Application: S30000 $ Class I Publicalion/Notice N/A Class II Application $750,00 $ Class II Publiqtion/Notice $90.00 a TOTAL REVIEW FEES (due at time of buiiding permit issuance): $ /So. 00 PLEASE NO'CE THAT IN ADDI7'ION TO TtIE ABOVE FEES, THERE WI1-L BE ADD[TIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF DNPROVEMENTS WITEIIN PUBLIC RIGHT-0F-W AY. Signature otAPplicant Date 7-Gq Rw Obtl3 oF r DEPARTMENT OF PUBLIC WORKS ~ BUILDING PERMIT APPLICATION REVIEW Date: cOLORp Location: 5315 /tJFZJC-oMRc S.'~E~ . Attentiou: Building Department 1 have reviewed tbe attached materials submitted in application for approval of a S~n/GC-6 FAHi[-y .eES~D~,VGc at the above referenced address. Please note the summary comments bclow. 1. ✓ Boundary Closure: _ OK _ Not OK; refer to stipulations. 2. ✓ Drainage: a. Drainage plan and report neoded _ b. Drainage plae not neoded c. Lot drainagdgading to be revicwed by Building Division ✓ d. Site drainagdgrading provisions have becn reviewed and are: ~rvz o vt-r<or~ ✓ OK Not OK; refu ro supulations. 3. ✓ NPDFS Permit Required: _ Yes ✓ No 4. ✓ Public Improvemcnts a. strxt paving needed: Yes b. curb and gutter naded: Yes c. sidewalk needed: Yes d. svat lights noeded: Yes e. storm sewer nxded: Yes f. lerier of credit required: _ Yes If a letter ot credit is requved, for what improvements? ✓ No ✓ No ✓ No v/ No ✓ No ✓ No Amount of letter of credit N14' 5. ✓ Subdivision Agxment requved: Yes No 6, Developmenl Covenant required: _ Yes _ No If Y«, for 7. ✓ Traffic impact arulysis and report required: Yes ~ No 8. State Highway Access Perrriit needed: Yes No 9. ✓ New roadway a alky R.O.W. dcdication rocommended: _ Yes ✓ No lf yes, what is recomcoended? 10 . ✓ All ezisting dedicated roadways/alleys meet the standards of the Ciry: ✓ Yes _ No If no, which do na and what is requuted: ,✓L4 11. ✓ APPROVAL: The Public Works Departmcnt haz rcviewed this request and hereby gives its approval, subject a the above and/or attached stipulaoons. ,~~~--~~--m---~--- 4 /-i/ny Signature David F. Brossroan. P.L.S. Date 12. NO APPROVAL: The Public Works Departmcnt has reviewed this request ard does not give its approval for tFrc rcawns snted: Signarure David F. Brossman, P.L.S. Date . Cs.2RD/N!i GER7~Fi~~f~70~.J LETl6~ Fi~OM 13. ✓ Stipulatioas anachod: ✓ Yes _ No P.21o1e 14. ✓ Sumrtury Comroents: AnY damaec In the ezisune Public Imnrovements u a result of this construction is to be repaired to mxt Citv sunduds by thc Pamit Applicam orior to the issuance of the Catificate d Occwancv A Drsinaee Certification Lena is reauired prior to the issuance of the Certificau of Occuoancv Cly of Wheadi Fbdge DvwMierit dwnkwoft DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29' AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED G1710`1 Dear Contractor: In conjunction with the approval of the building permit app]ication for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Deparcment, and prior to the issuance of a Certificate of Occupancy. Prior to any consuuction commencing, the City's representative will conduct an onsite inspection to detemune the existing condition(s) of the public improvemen[s at this address. If you have any questions, please contact me at 303-235-2864. Sincerely, A2„_,,kaA--oa-v'...' David F. Brossman, P.L.S. Development Review Engineer Cc: File Rev M03 OK FoR coRnER Lrs[ Submittal requirements: Copy of Deed 1?0 Gar. Residential Worksheet (SF/Duplex) Z(a v- Site Plan (to scale) ~ Elevations ~ Address: 'rj315 Ntw Lo,,6L S}. ' 3obCr' Zoning: m Use: M Property in the flood plain? _N 0 Lot Size: 1,9'Z0 sq. ft. Lot Width: (P li ft. Maximum Lot Coverage: 40 % Proposed Improvements: House: 7JJ~p1' °t- sq. ft. Addition to House: sq. ft. *Shed: sq. ft. Detached Garage: sq. ft. Proposed Lot Coverage: (Total) Z(o' % 3lb sq. ft. Existing Improvement(s): House: sq. ft. Shed: sq. ft. Detached Garage: Other: 2-a01• ~e sq. ft. sq. ft. sq. fr. 5 14 Required Setbacks: FR ?-O S 1• g S 1• 5 R 10 Provided Setbacks: FR Z(P S g S$ RS& b Maximum Height: Proposed Height: ft. Maximum Size: ft. Proposed Size: sq. ft. sq. ft. Access Notes For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. For all uses other than one and two family dwellings, no vehicle en[rances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. In residential zone disfficts, cucb cuts shall be a[ least 10 feet and not more than 24 feet in width. One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the in[erior edges. For all uses, one access point per proper[y is permitted. •Metal sheds in excess of 120 s.f. not allowed. Landscaoine Notes For one-and two-family dwellings, one tree for every 70 feet of sheet frontage is required. 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. Street trees required: Street trees provided: P LOT P LAN FOR W) MELODY HOMES.C. LOT 12 , BLOCK 3, SKYLINE ESTATES, FILING 3 , CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO. ADDRESS 5315 NEWCOMBE STREET W ~ ~ O~ ~ ~ N O O O 4 F-SETBACK I _ _ I IZ ~ ~ I ~ . I T B. N F-S E ~I I r-- ~I NI O OI~' M ~I v 8.5 I N NI ei(AHf 11 IZ) I I I 28.3' i xy5I5 i~ I~ ~I ~ ~ 10' U.E. I I ~ ~ ~O Hy,4 I I ~ ~e LOT 12 I 7,920 Sf., )P I - - - - - - - - I9`0 ns' ^i io.e'e I 8 9' w a m 1.o' ro6=vs.s I'tlF=ti(g.2 I~ N 3009 r ~ I I I ~ N BASEMENT 4j I VIREVLACE O FR I M I M 0.1 3 CAR ~ I ~n 01 GARAGE ~ w I 5fD. ClNT. O BD 1k2 I II PORCH L - - _ - - _ - - - I ~ ~ I O G n - N L 10' U.E. 10' U.E 41.521 NOa° 1 3" 1 1 "W 66.OU 42.401 NO( N~1✓~.~N1t~~ sikLFi GENERAL NOTES 1. TF115 PLOi PLAN DOES NOT SHOW LOCAiION OF NINDOW WELLS. FOR h1ElR LOCATION SEE STRUC7URAL ENGINEEREO PlANS. 2. OiMEN510N5 SHOWN AROVND THE PERIMETER OF R1E STRUCiURE ARE TO THE EXTERIOR FOUNDATION CORNERS. 3. PROADE AND MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL FOUNDATION WALLS PER wARRANTY REOUIREMENTS. (O.SR MINIMUM SLOPE FOR CONCRETE PANSJ 4, iH15 PlOT PLAN SMOWS PROPOSED IMPROVEMENTS ONLY. FINpL CONSTRUCiION MNY VARY. 5. FOR OUESTIONS REGARDING THE FOUNDAiION OuRING EkCAVAiION, FORM SETTINC, AND HOUSE CONSiAUCTION REFER TO THE ENGINEEREO FOUNDATION PIANS. INFO STAKE: MODEL 3009 RH 3 CAR ELEV. A LOT AREA (S.f.) = 7,920 HOUSE AREA (S.F.) = 2334.7 COVERAGE= 29.5% BLDG. HEIGHT= 29.2' AVG. BLDG. HEIGHT= 24.2' AVG. F.G.= yS, S APPROVED FOR STAKING ° HOUSE AT MINIMUM SETBACK LtUtrvu: UUUTILITY PEDESTALS Q z CHECK FORMS BEFORE POURING T E RE RED WATER SERVICE f',=PROPERTY LINE 10~ 48 HOUR NO IC QUI Q SANITARY SEWER SERVICE BOW=BACK OF WALK w U ° 2' STAGGER REQUIRED ~S LIGHT POLE FOW=FRONT OF WALK 00 =FLOW LINE z u ° 357 LOT COVERAGE FOR 2-STORY/ TRI-LVL ~ZFIRE HYDRANT -'"-"'-"-SETBACK 407 LOT COVERAGE FOR RANCHES j FACF7AAFNT i T 0 MINIMUM SETBACKS: 1"=20' QMELODY HOMES INC. CALL UTILITY NOTI 1CA I N CENTER OF COLORADO 0 FRONT: 20 SCALE: ff03v SHERlDAN BLVD. 1-800-922-1987 . SIDE: 7 5'REAR: 10' DATE:04-19-04 IVESTMINSTER C0. 80020 oxS34-6700"DcNV~cn . 20 0' REV: PHONE: (303) 466-1831 urwc rau do. autt a dur•rz . STREET SIDE: MINIMUM BY: BMA SKY3 FAX: (303) ass-zssa ~tiKYINMI BETWEEN STRUCTURES:15' JOB N0: 19.7 9 0 ~ _ ,MAY sP ~ J M ~ L P LO T P LA N FOR ig) MELODY HOMES.,. LOT 12 , BLOCK 3, SKYLINE ESTATES, FILING 3 , CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO. ADDRESS 5315 NEWCOMBE STREET 43.50 NO0° 13' 1 1"W 66.00" 46.5u N 10' U.E. -SETBACK - (J) I-SE ~ 3T ~ I i I M I I O) W ,~~.o yA I p / ~`e cp m cD ~ LOT ~2 I I ~ I I ' Ir------ I u 20.0' 7,920 sf., I r-- I TOOP I 91 0, I ' ~ 17.2' i o.a'3 I N I 0 I I~ 1.0' 7'0~7°45.5 M~ ° I .0' a C) 0 tpF O O i~ I I a 3009 BASEMENT in 42.5 ~ I FlREPLICE O FA I M I I M 43.4 ~ I I 1.0' i ~I 3 CAR I I w I ~ NJ zARAGE I ~ ~N I I ~ ~ a 'n I q 28.3' I I I , tl w I 19.7' I gf0. GNT. O BD tk2 0 ~ I I I PORCH ~ I 'n ORIVEWAY I ~ O N O M I N L N L _ ~ _ I 10' U.E. 10' U.E az.1 41.52 NO ° 13 1 1 W 66.00 42•40 NOC NE1✓(.OMBL SfkCFi INFO STAKE: MODEL 3009 RH 3 CAR ELEV. A LOT AREA (S.F.) = 7,920 HOUSE AREA (S.F.) = 2334J c N en NOT 5 COVERAGE= 29.57 1. T115 PLOT PLAN DOES N01 SHOW LOCAtION OF YANDOW WELLS. FOR T1EIR BLDG. HEIGHT= 29.2' LOCATION SEE STRUCNRRI ENGINEEftED PUNS. HEIGHT= AVG BLDG 24 2' 2. DIMENSIONS SHOwN AROIIND THE PERIAIE7ER OF THE STRUC7URE ARE TO THE . . . E%TERIOR FOUNDATION CORNERS. AVG. F.G.= ~/SS 3. PRONDE ANO MAINTAIN POSITVE DRRINACE AWAY FROA1 RLL FOIINDATION WALLS PER WARRANTY REOUIREMENTS. (O.SR MINIMUM SLOPE fOR CONCftETE PANSJ 4. T115 PLOT PUN SHOWS PROPOSEO IMPROOEAfENTS ONLY. FINAL CONSiRUC710N MRY VARY. 5. FOR OUESTONS REGARDING THE FOUNDATION OVRING EXCAVATION, FORM SETTING. AND HOUSE WNSTRUC110N REfER TO THE ENCINEERED FOUNDATON PLANS. , REVIEYjED & APPROVED FOR STAK ° HOUSE AT MiNIMUM SETBnCKLEGEND: ❑❑UTILITY PEDESTALS ~ Z CHECK FORMS BEFORE POURING WATER SERVICE ft'=PROPERTY LINE cl~ 48 HOUR NO11CE REQUIRED w OO SANITARY SEWER SERVICE BOW=6ACK OF WALK w v • 2' STAGGER REQUIRED FOW=FRONT OF WALK o zo UGHT POLE [=FLOW LINE ZL) - 407 0? COVERAGE FOR RANCHES/ ~I-L~1~~ FIRE HYDRANT EASSETBACK OMES CALL UTILITY NOTIFICATION TBACKS: E MINIMUM SCaLE: 1°=20' INC. Q)MELODY H CENTER OF COLORADO ~ 20 FRON DATE:04-19-04 11031 SHERIDAN BLVD. 1-800-922 ,„9807 °R 534-6700 oEH~cR SIDE: 7•5'REAR: 10' - REV: WESTMINSTER C0. 80020 n STREET SIDE: 20.0' BY: BMA PXONE: (303) 466-1831 a k~xo MINIMUM ' JOB N0: SKY3 FAX.• (303) ass-zsss BETWEEN STRUCTURES:15 M I I i~ r~ ~i i I ~ = • °z I~ \ 7i I I 4 ~ y y =--~e L - - a . - tl ]~.9 120566 1 ~ r- = _ ~ _ " a ^ I "i '^h ~g~ i I I :2 Iy i i E i ~ i I "o " is r N z I I W n 1 0.00' ; r------_ - - b I I O I ~ I ~ I I I :2 l ~ . ~ ~ I~ I I ~ W _---j ° ~ ~QQ.OQ 3'O S *46 , v7 : a b- ~y ~D y i ~ Ff •1'u I I Omi 1 1 ~2 I ~ {?I I y 4 L ~ - J' ~ - ~ x i STM/DRN TRACT i w 120.00' ~n ~ IOTi, i ' ~ I ON I I ~ Y 3 I , I ; c -°rn--' , , ^ I i W Z I i q A ~i I I'. ------Jb - C - , zsoo'• a an.a rk ~ r=l--- - - D g7~ ~ I ~-N' - „ry I I ~i .rw i ~ o L----- - o s~. ~ izoao : , r- - - I ~ N 1 i i A L i_I ~ j '=-i "L p z - - nn .a 89'46'49"W 120.00 i I I I I I I I I I . _I " I 1 ~ OS TRACT LXIl~] ~ ~ ~LI V ~ ~ 295 02' 0 N89°35'34"E r Information 78 To Build On Eng/neering • Consuldng • Testlng Melody Homes, Inc. Mazch 1, 2004 11031 Sheridan Boulevazd Westminster, Colorado 80020 Job No. 532-35120 Subject: Summary Report of the Geotechnical Evaluation for 5315 Newcombe Street, Lot 12, Block 3, Skyline Estates, Filing No. 3, VJheat Ridge, Colorado Refetences: 1. "Geotechnical Engineering Report of Foundation Recommendations, Lots 1 through 12, Block 1; Lots 1 through 13, Block 2; and Lots 1 through 12, Block 3, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado," by PSI, Job No. 532- 35120, Addendtun 1, dated Mazch 1, 2004 2. "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners," by Noe, David C.; Jochim, Candace L.; and Rogers, William P.; Special Publication 43, Colorado Geological Survey, 1997 Dear Melody Homes, Inc., Professional Service Industries, Ina (PSI) has completed a geotechnical evaluation for a portion of the subject subdivision that includes the subject lot. This letter summarizes the data gathered and our recommendations contained in the referenced report for the subject residence. This summary is intended to provide information for the Homeowner and should not be used for construction or foundation engineering purposes. The above referenced Geotechnical Report (See Reference i) should be utilized for construction or foundation engineering purposes. SITE EXPLORATION Site exptoration consisted of drilling one boring near the anticipated center of the subject residence. The boring was advanced to a total depth of 20 feet below the existing ground surface. Samples of the subsurface soils were collected in the fie]d and returned to our laboratory for subsequent analysis. SUBSURFACE CONDITIONS The soils encountered in the boring drilled on the subject lot generally consisted of 20 feet of overburden soils consisting of fill and gravelly sand. Bedrock was not encountered below the existing grade at the time of drilling. Groundwater was not encountered below the grade existing at the boring location when checked at and/or subsequent to the time of drilling. EXPANSIVE SOILS/BEDROCK As is common in the Denver Metro Area, some of the soils and bedrock present in this subdivision include expansive clays that will swell upon an increase in moisture content. Experience has shown that some increase in moisture content of the expansive clays beneath the proposed residence and surrounding improvements should be expected due to site development and associated landscape inigation. Professional Service Industries, inc. • 4765 Independence Street • Wheat Ridge, CO 80033 • Phone 303/424-5578 • Faz 303/423-5625 Melody Homes, Ina Skyline Estates, Filing No. 3 Lot 12, Block 3 FOUNDATION RECOMMENDATIONS Job No. 53235120 March 1, 2004 Page 2 of 5 Based upon the subsurface conditions encountered at the site, the use of gtade beams and Type B- Narrow Spread Footings or Footing Pads are considered the most appropriate foundation system for the single family residence proposed on this lot. Agrade beam and narrow spread footing or footing pad foundation system is utilized to concentrate the loads from the structure on the individual footings or footing pads, thereby opposing the effects of the swelling soil and/or bedrock. In addition, a void box or air space is constructed below the grade beams between the footings or footing pads to help concentrate the loads on the foorings and isolate the bottom of the grade beams from the expansive soils and/or bedrock. FLOOR SYSTEMS AND SLABS Basement Floors. Basement floors in the Front Range azea are commonly constructed as either structurally supported floors with a void space beneath or as a slab-on-grade, depending on the swell potential of the subsurface profile. The determination of whether or not a slab-on-grade floor system is suitable for a particular site requires an assessment of whether slab movement is likely to occw, the potential amount of slab movement, and whether the potential movement will result in unacceptable performance. A slab performance risk evaluation as described in Exhibit A is typically used to provide such an assessment. Structurally supported floors should be used in all non-basement finished living areas in the proposed residence. Structurally supported floors are also recommended in basement areas where the slab performance risk is categorized as high to very high. Slab-on-grade construction has been used successfully in the Front Range area for basement floor support on lots where the slab performance risk is categorized as low to moderate. There is risk of slab heave and associated cracking for all slab-on-grade construction in expansive soil areas as discussed in Exhibit A. First time as well as subsequent homeowners must be informed of this potential risk and homeowner responsibitities for maintenance of various items as discussed later. Slab performance risk associated with the soiis and/or bedrock materials anticipated to influence the basement floor system on this lot have been judged to be in the low risk category. As a result, a slab-on-grade basement floor system is deemed suitable for use on this lot. Experience has shown that basement slab-on-grade performance has generally been satisfactory on sites where the slab performance risk is judged to be low to moderate. In the Front Range area, basement slabs with up to 3 inches of elevation differential and/or some minor cracking is common and is generally considered "normal" on sites in the low to moderate risk category. While such movement and/or cracking may not be cosmetically desirable, they aze generally not anticipated to adversely affect performance of the basement slab or foundation provided that all recommendarions for slab-on-grade construction and homeowner maintenance described below are closely followed. This discussion assumes the basement is non-habitable. In light of the preceding information, if the homeowner elects to construct improvements in the basement, the improvements must at least be constructed in accordance with the "Slab-on-Grade Construction Details" presented below. Non-Basement Slabs. Garage floors, driveways, sidewalks, exterior porches and patios are normally constructed as slabs-on-grade and are usually incorporated into the construction of a typical residence. In areas where expansive soils aze present, non-basement slabs are likely to undergo some heaving and cracking. Performance of these non-basement slab-on-grade elements in areas of expansive soils is variable and unpredictable. At the present time solutions using readily Melody Homes, Inc. Job No. 532-35120 Skyline Estates, Filing No. 3 March I, 2004 Lot 12, Block 3 Page 3 of 5 available construction technology considered to be within practical, cost effective limits aze not available to preclude movement of these slab-on-grade elements. Slab-on-Grade Construction Details. Cracking of slabs-on-grade is normal and should be expected. Cracking can occur not only as a result of heaving or compression of the supporting soii and/or bedrock material, but also as a result of concrete curing stresses. The homeowner should closely follow the precautions listed below for all slab-on-grade construction. These details will not reduce the amount of slab movement, but aze intended to reduce potential damage should heaving of the supporting subgrade take place. It should be noted that significant swelling of expansive soils can occur, even with a small increase in moisture content, and some increase in moisture content is inevitable as a result of development and associated landscaping. However, extreme moisture content increases can be largely controlled by proper and responsible homeowner maintenance and irrigation practices. 1. Slabs should be separated from a11 exterior wa11s, column posts, interior bearing members and utility lines to allow independent vertical movement of the slab (i.e., construct a"floating" slab). Pluxnbing and utilities that pass through the slab should be isolated from the slabs. It is recommended that flexible boots be used on all non-pressurized utility lines above the floor slab. 2. Heating, ventilating, and air conditioning systems supported by slabs shouid be provided with minimum 3-inch flexible connections beriveen the plenum and the air ducts or piping. 3. A murimum 3-inch void space is recommended above, or below partitions that are placed on the slab. In finished areas, all furring strips, drywall and paneling should stop at least 3 inches from the top of the slab. The void space can be covered with a molding strip. Doorways and stairwells should also be designed for this movement. Recommended construction details for partitions, doorways and stairwells are presented in Exhibit B. NOTE.• Movement of slabs supported on ezpansive soils/bedrock could ezceed the partition void space recommended above. These void spaces are not intended to anticipate total potential slab movement. They are intended to prevent immediate damage to the superstructure and serve as an indicator of slab mavement. They must be monitored and maintained by the homeowner for the life of the structure. 4. Exterior patio and porch slabs should be conslructed in a manner such that movement of these slabs does not adversely affect or get transmitted to the residence foundation or superstructure. The Owner should seek the assistance of a professional geotechnical engineer when considering patio and /or porch improvements. 5. Isolation of garage door tracks and door jambs from the garage slab should be maintained by the homeowner throughout the life of the structure. DRAIN SYSTEM An individual perimeter foundation drain system has been recommended azound all basements and below grade habitable floor space. The drain should discharge to a positive graviry outfall away from the residence or to a sump pit which would allow pump discharge. If a gravity discharge is utilized as the primary discharge mechanism, it is recommended that a sump pit also be constructed Melody Homes, Inc. Job No. 532-35120 Skyline Estates, Filing No. 3 March I, 2004 Lot 12, Block 3 Page 4 of 5 as a backup system. If a sump pit is installed and water continuously accumulates in the sump, a pump should be installed by the homeowner to remove the water. The pump should dischazge into existing drainage swales outside the limits of the backfill, or another suitable gravity outfall. The homeowner should periodically check the sump pit to verify that the pump is operating properly, and accumulated water is being removed. The purpose of the perimeter foundation drain system is to help remove water that may accumulate azound the foundation, and ultimately keep water out of below grade areas. The foundation drain is not intended to prevent an increase in the moisture content of the soils or prevent moist conditions in crawl space areas or beneath slabs. CRAWL SPACE AREAS A ground cover moisture barrier and adequate ventilation is recommended in all crawl space azeas to help control humidity in the crawl space and living areas above. The use of black heary gauge polyethylene sheeting as a ground cover and attached to the foundation walls is recommended as the moisture barrier. A minimum overlap of three feet is recommended for unbonded polyethylene sheets. The crawl space ground cover should be kept free of organic material and debris dwing and after construcrion. LANDSCAPING, SURFACE DRAINAGE, AND IRRIGATION Proper maintenance of the azeas surrounding the foundation can affect performance of the structure. Our experience has shown that if the Homeowner properly maintains the items smiunarized below, wetting of the foundation soils can be reduced and thereby decrease the risk of future problems with the structure. 1. The backfill should have a positive slope away from the foundation wa71s on all sides. The grade can be reduced somewhat if pavements or slabs will cover backfill areas. The minnnum decline away from the house should not be less than 6 inches in the first 5 feet (i.e. 10 percent) with a minimum slope of 2 percent thereafter. If settlement of the backfili results in low azeas, these azeas should be filled and compacted with a fine-grained soil to establish the positive slopes mentioned above. The addition of rock, bark, or mulch in low areas to establish positive slopes is not acceptable. 2. Downspouts should dischazge into splash blocks that extend beyond the limits of the foundaxion wall backfill and a minimum of 5 feet from the foundation. Splash blocks should be sloped away from the foundation walls. The use of long downspout extensions instead of splash blocks is recommended. Downspout extensions should not be buried in such a manner that the outlet is obstructed in any way. If downspout extensions aze buried, they must be constructed of non-perforated pipe. We recommend that splash blocks, or any impervious material, be placed beneath sill cocks and extend at least 3 feet horizontally from the foundation wall. 3. Particulaz caze should be taken during final landscaping of the site. If the Homeowner desires to plant next to or near foundation walls, or exterior slabs, it should be understood that the risk of fuhue damage to the structure or slabs-on-grade is increased. It is advisable to plant only vegetation that requires very little irrigation or only natural precipitation for survival next to or near the foundation or exterior slabs. Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 12, Block 3 Job No. 532-35120 Mazch 1, 2004 Page 5 of 5 4. Installation of decorative landscaped azeas such as gravel, bark, wood mulch, etc. is advocated as an altemarive to planting next to foundarions and exterior slabs. These azeas should be underlain with polyethylene or geotextile fabria To reduce water infiltration, the slopes recommended above must be maintained. The edge of decorative areas should be constructed above the adjacent lawn or ground surface, and should not impede drainage with grass stops. Refer to Exhibit C for a recommended typical decorative installation. 5. Sprinkler system water lines should not be installed next to foundation walls. If a sprinkler system is installed, the sprinkler heads should be placed so that the spray from the heads does not fa11 within five feet of the foundation walls. Where practicable, main sprinkler lines, zone control boxes, and drains should be constructed at least 10 feet from the foundarion walls. L,awn irrigation should be limited to only the amount necessary to maintain normai growth. Excessive watering must be avoided. 6. Swales and drainage routes established during site development and final grading on the subject lot must not be altered and must be maintained by the homeowner. CONSTRUCTION OBSERVATION The recommendations that aze sumniarized herein were made prior to start of construction of the subject residence. It is possib]e that subsurface conditions may be encountered at the time of conshuction that are different from those anticipated at the time of this writing. If significantly different subsurface conditions aze encountered at the time of construction, the type of foundation and/or basement floor system to be constructed may change. If foundation or floor system recommendations change, the Builder should notify you of the change. SUMMARY This letter is only a summary of our findings and recommendations for the subject lot, and is intended for the potential customer who is considering purchase of the home from the Builder. Should the home be sold in the future, the seller should pass this letter on to any subsequent purchasers. 'kWWIIII PROFESSIONAL 5ERVICE INDUSTRIES, INC. Ryan Lepro Staff Engineer Attaclunents: EJChibit A- Slab Performance Risk Evaluation Exhibit B- Recommended Construction Details for Partitions, Doorways, and Stairwells Exhibit C- Recommended Landscaping Details EXHIBIT A SLAB PERFORMANCE RISK EVALUATION The soils and bedrock in Colorado include expansive clays and claystone bedrock that will sweli upon an increase in moisture content. These expansive materials occur at or neaz the ground surface ttuoughout most of the Denver metropolitan area. There are risks associated with construction on, and living in areas of expansive soils that cannot be completely eliminated by either engineering or construction techniques. While the risk of damage cannot be eliminated, the home building industry has developed effective methods to mitigate damage. The determination as to whether slab-on-grade construction can or should be used for a particular application requires an evaluation of the likelihood or risk that slab-on-grade movement will occur, and if movement does occur, whether the potenfial movement will result in unacceptable slab performance. What constitutes unacceptable slab performance is subjective, and includes consideration of the amount of total slab movement, differential slab movement, and cracking that occurs as a result of differential slab movement. The performance of a slab-on-grade depends upon the interaction of many factors, many of which cannot be accurately lrnown or predicted. These factors include details of the slab construction as well as the behavior of the soil and /or bedrock material that underlie the slab. Behavior of the soil and/or bedrock materials below a slab is a function of numerous factors including geologic structure, the local and regional soil and bedrock profile and iYs variability, material types below the slab, engineering properties of materials below the slab, existing stress state, density and moisture content of materials below the slab, sweli and/or suction potential of the soil and bedrock material below the slab and nearby, depth and magnitude of fuhue moisture increase, existing and future ground water conditions, presence and location of neazby surface water sources, type and configuration of basement, tolerable movement for intended use, performance histoiy and experience in the area, surface topography, previous and future grading, surface and subsurface drainage, site landscaping, irrigation and vegetation. Assessment of future slab-on-grade performance involves consideration of all the above factors. Due to the complex interaction of all these factors, such an assessment is necessarily subjective, and requires considerable experience and judgment on the part of the geotechnical engineer. Such an assessment is referred to as a"slab performance risk evaluation" (SPRE). Slab performance risk evaluation is an engineering judgment that is used as a predictor of the general magnitude of potential slab-on-grade heave, and the risk of poor slab-on-grade performance. Aithough the results of laboratory sweil tesring to determine the measured swell percentage or swell potential of individual samples of a soil or bedrock material is an important consideration in this process and one that has been used extensively for more than 30 years in the Denver metro azea, the results of swell testing performed on a given lot or subdivision alone are only an indicator of how an expansive soil may behave, and used alone are not sufficient to effectively assess future slab-on- grade performance. Unfortunately a large percentage of people tend to focus solely on the results of laboratory testing when evaluating the risk of expansive soils in their home buying decisions. Professional Service lndustiies, Inc. Paoe 1 of 3 March 1, 2004 In an effort to provide some uniformity in terminology and provide a relative correlation of slab performance risk to the results of swell tests (i.e. measured sweli), the Colorado Association of Geotechnical Engineers (CAGE) developed the concept of slab performance risk categories as part of a 1996 document titled "Guideline for Slab Performance Risk Evaluation and Residenfial Basement Floor System Recommendations". The risk categories developed by CAGE are reproduced below: TABLEII RECOMMENDED REPRESENTATNE SWELL POTENTIAL DESCRIPTIONS AND CORRESPONDING SLAB PERFORMANCE RISK CATEGORIES Slab Performance Risk Cate o Representative* Percent Swell (500 sf Surchar e Representative* Percent Swell (1000 sf Surchaz e L.ow 0 to < 3 0 to < 2 Moderate 3 to < 5 2 to < 4 Hi 5 to<8 4to<6 Ve Hil~h >8 >6 *NOTE: The representative percent swell values presented in the above table are not necessarily measured values; rather, they aze a judgment of the overall swell of the soil and bedrock profile likely to influence slab performance. Representative swell can be thought of as the range of swell percentage which, in the opinion of the engineer, best represents the swelling characteristics of the soils and bedrock within the anticipated zone of moisture content increase (often referred to as the depth of wetting) below foundation excavation depths when considering all of the above factors. A current design assumption for the zone of material subject to an increase in moisture content below basement slabs-on-grade is approximately 7 to 10 feet. In unusual circumstances, wetting can exceed these depths. The engineer should evaluate potential wetting depths based upon geologic conditions and the site specific soil profile. Movement of foundations and concrete flat work constructed in areas with expansive soils will occur over tirne regazdless of the performance risk category judged to be representative of a given site or area. However, the anticipated severity and frequency of damage has generally been observed to increase with increasing slab performance risk category. Few detailed studies correlating perceived slab performance risk with actual performance data have been performed to date in the Denver metro area for numerous reasons, including insufficient and inaccessible repair and maintenance records as well as inability to survey the condition of existing occupied homes. However, the results of studies that have been performed recently in the Denver metro area have validated this observation: Criteria used in the study to evaluate slab performance included a maximum crack height of'/o inch, a maximum crack width of'/< inch, and a maacunum differential elevation across the slab of 3 inches. The percent of homes surveyed that exceeded any one of the three criteria is shown below: Professional Service lndustries. Inc. Paee 2 of 3 March 1. 2004 Basement Floor Slab Performance a~ C 60 a ~o 50 d x ~ 40 W V ~ -0 30 y 20 3 = = a 10 o N 0 ~ ° Low Moderate High Very High Slab Performance Risk Category Structurally supported floors, also known as structural floors, aze generally considered the most effective way to reduce the likelihood of basement floor movement due to soil heave. There are other design issues associated with structural floors, such as ventilation and increased lateral loads, air quality, energy efficiency, maintenance, etc. which must be considered. Structural floors do not constitute a perfect oprion and in many cases are not the best option. Based upon the combined experience of iYs members, CAGE advocates the use of structurally supported basement floors on sites where the slab performance risk is categorized as high or very high. Some homebuilders subscribe to this methodology and their standard practice is to use slab-on-grade basement floors on sites where the slab-on-grade performance category is judged by their geotechnical consultant to be low ar moderate. In the case where the homebuilder does not provide the buyer with an option to select the type of basement floor to be constructed, and/or the buyer does not fee] comfortable with, or understand the floor recommendations and associated risk as explained herein, PSI recommends that the homebuyer retain the services of a qualified geotechnical engineer experienced with residential construction in the Denver metro azea to assist in reviewing the available geotechnical information and associated recommendations. PSI also recommends use of structurally supported basement floors for lots where the slab performance risk is judged to be high or very high. On low and moderate swell potential sites, differential slab heave of up to 3 inches is considered normal. In unusual instances, the normal movement can be exceeded. In construction of residential structures, the risks associated with swelling soils and bedrock can be mitigated, but not eliminated, by cazeful design and construction procedures. The home building industry has developed design and conshuction methods which have reduced frequency of slab-on- grade and foundation distress over the past 10 yeazs. Homeowners must accept that slab-on-grade construction and, in some instances, foundations may be affected by swelling soils. At the present time, heaving of concrete flat work such as driveways, patios, garage floors, etc. cannot be precluded using readily available construction technology within practical, cost effective limits. Professional Service Tndustries. hia Paee 3 of 3 March 1, 2004 v Spike as required Partition I 1 for stability ~ ~ Molding, nail at bottom onlT\ Void Space Drilled hole Concrete slab -I11=I I I,;,I I I Wood 2 x 4, nail to slab M~~~ Infon-nation VOID SPACE DETAIL FOR ToBuildOn PARTITIONS ON SLABS e„ylnae.n,y.co„sufuos.resn„9 EXHIBIT B Brick or siding 5' Minimum Frame Fextencded or bark area wtth donnspout ~1a11 beyond edging Sod • Perforated edging or -1 equivalent to allow release oY water from rock or bark area Maintain minimum slope of lOR away from foundation Minimum 8 Mil Polyethylene or Geotextile Fabric aloped away from foundation under edging to top of grass Foundation Wall ~ INDICATES PLACEMENT OF VOID B A S E M E N T 16" FTG-TYPICAL GARAGE N ~ MATERIAL UNDER GRADE BEAM. UNLESS NOTED VARIES PER PORCH 8" 6X6 WELDED WIRE VARIES PER PORCH 8 6X6 WELDED WIRE O N FABRIC. FABRIC. STEP BOT. OF I I I ~ ~ N °j SEAL VOID WITH POSY. TYPICAL. 1 ~ 2x6 PLATE W/MIN. 8~ 4'-0" SHOP PRIMED 'I 4" CONCRETE SlA6 ~ 2-1/2"~ ANGHOR 5" MIN. W8Xt3 ON GROUND. 4" CONCRETE SLAB ~ FDN. 4'-O~~f. i~ BREAKOUT STEEL SHOP PRIMED ON GROUND. BREAKOUT STEEL ~ L ~ N ~ ~ N N BOLTS TO BUTTRESS. a a WSX13 - - - - - - - - - - - - - - - - J 0 ~ W TOP AND BOT. ' I N ¢ n CONT. REINF. , ~ ~ 1 1/2" CLEAR ~ - ~ 3'-10"~ BLOCK OUT TOP OF HAUNCH TO 2-#4 X _I ~ ° AS SHOWN. BUTTRESS BE 8" BELOW TOP M FOR BEAM. ~~_g^ OF WALL. (1 EACH FACE) o TURN SLAB EDGE 2_#q. X I DOWN TO HAUNCH SEE SECTION 1 ON SHEET S-2 ~ ~ AS REQUIRED. FOR VERTICAL AND HORIZONTAL o WALL REINFORCING, IF REQUIRED. a o #4 X ~ N DOWELS ~ 8" O.C. 10.• ALTERNATE DIRECTION OF LEG IN FOOTING. 2-~4 (SIZE VARIES ' 'Wt ~ ° 1 1/2" CLEAR PER PORCH) 0 0 t~ w °a w 2_//4 X N~N AS SHOWN. SOABRETE 4 _ 4.. w ~ (t EACH FACE) _ Q ~ Q r~ ~w o 00 POLYETHYLENE ~ ~ r Q~ ~ ~ ~ ~ ~ ~ i ~ SEE SECTION t I I- v VOID BEYOND, SEE SEE FOR DETAILS. PLAN FOR LOCATION. p~AN ~r- ~ S ~ CTI O ~l 11 3ia~~ _ ,~-o•• 5 ~ CTI O Ill 9 HAUNCH AT END OF PORCH. BUTTRESS CONSTRUCTION i a` 59' 10'-0" 28'-0" 10'-9 1 /2" 17'-2 1 t.. , J 0 s _ ~ 1 L' ~ - N J ~r I I STEP BOT. OF ~ FDN. 4'-0"f. Af L in PTIONAL INDICATES PLATE STOOP LOCATION. TYPICAL. iv 3'-6" X 3'-6") I N ONCRETE_ AUN(;H A w ~ A ! 9t ad - Q PAD rs w ~ o PT. STOOP o NLY. 4-2X4 POST v, B A S E M~ ( STEP TOP OF WA M » 2® FTG. 24 X 24 X 1 Q THICK V / Wit- > ~ z W 3- 5 EA. WAY BQT. m ~ ~ ~ ~ ~ a ~ FDN. 10". 8~~ g'-11" 4 ~I 1 00 ~ w l 1 3>_~,~ 2._p,~ 4,_~,> I~ 1 x ~ SIM. .i~~~i ~ 3-2X4 POS 1+ PAD » tt t, r ~ W o d' 3Q X 30 X 10 THICK W 3- 5 EA. WAY BQT. w w ~ L N ~i ( I ~ I W$X1O ~ ~ ~ NOTCH FDN. 8" MAX. FOR » t tt ~ » t » n 8 - 13 -5 1 2 _ 8 11 ~ ~ ~4 ~ C~ ~ 00 ~ ~ ~ ► ~ DOOR & MAINTAIN 24" MIN. - ~ ~o ~ ~ ~o ~ ~ ~ BTWN. ROWS OF REINF. (AT OPTIONAL DOOR ONLY). I ( i ~ STANDARD FRAMI~D BEAM ('n CONNECTION OR WELDED ~ EQUIVALENT. t= j L i ,1 ~I 3"4~ SCHEDULE 40 `V i 00 ADJUSTABLE STEEL 3~~ EXTEND REINF. TO PIPE COLUMN. END OF WALL. TYP. i WW1 8„ 9,_~., 15'-5 1/2" 4'-p" \ ~ 16" FTG-TYPICAL Z GARAGE ~ S. 1 J_T r ~ ~ I UNLESS NOTED ~ 4 CONG SAAB ON GROUND I r N i t~ ars 7 ~ t N N I_ - #i 1 4 30" FTG. l♦ 1 i y. STANDARD FRAMED BEA~1 3"7, SCHEDULE 40 Z jti_ t s INDICATES PLACEMENT OF VOID CONNECTION OR WELDED ADJUSTABLE STEEL o MATERIAL UNDER GRADE BEAM. EQUIVALENT. PIPE COLUMN. ~ ~ SEAL VOID WITH POLY. TYPICAL Op J z ~J12 X26 ~ 0 Q r . , =err s J s i NOTCH FDN. 12" MAX. FOR 5 3"~ SCHEDULE 40 G t N = DOOR & MAINTAIN 16" MIN. ADJUSTABLE STEEL . ~ ~ BTWN. ROWS OF REINF. PIPE COLUMN. ~ d" NOTCH FDN. 12" MAX. FOR STEP BOT. OF p DOOR & MAINTAIN 16" !dIN. FDN. 4'-0"f. a _j t BTWN. ROWS OF REINF. o _ ~ L • fr. i N ~ J 1 MOVE ANCHOR BOLTS AND L. { ~ t~ PLATE TO OUTSIDE FACE OF WALL TO OMIT BRICK RETURN. ELEVS. B & C ONLY. 4i - _t^ l 4 t r~ F e 1' 0' 6'-8" 2'-4" 2'-4" 17'-4 1 /2'. i 9'-4" 1'-11" 16'-3" 1, 11,E 4 1 1/2~ 27'-11" I 2. PROVIDE A VOID SPACE ABOVE OR BELOW PARTITIONS OVER SLAB ON I ?'-4" ~ ~~-4 SHEET. 17--4 1 2 :~~-r ■ ■ 1 10'-0" 19'-8 1/2" 4 7 /2 6-3" 1 t 1 1 it rf r-8 1 /4" 5r-10 ~y n 1/2t$ 91- 8 1 4 v L/ 4fih C AIN GANAGE OPTION It L - - r 1. SEE PLAN AT RIGHT FOR COMPLETE FOUNDATION. 1 2. SEE ARCH. PLANS FOR DETAILS. 3. SEE SHEET S-2 FOR SECTIONS, DETAILS 8c GENERAL NOTES. 7 1' c t 2X PLATE ON TOP OF BEAM. DOUBLE 2X PLATE. ~ ~n Q~► SEE DETAIL AT RIGHT FOR PLATE AND BEAM POCKET PLACEMENT 8~~ WITH DOUBLE PLATE. FOUNDATION 2-#4 TOP & BOT. WALL. CONTINUOUS. BEAM P 4 - - I~ DOU~~E PLATE AN BEAM POCKET CONSTRU x L i i BRACE WALLS BEFORE BACKFILLING. r r~ 3lftt[{ 3 M t ! SEP~ N 0 i ~ ANGLE EXPANSION JOINT. j 1 A i', i~ 4 4'~ CONC. SLAB ON UNDISTURBED w SOIL OR COMPACTED FILL. - - SCORE JOINTS IN SLAB AT I-- MAX. 200 SQ. FT. AREAS. ~ ~ ~-III, ~ ~ ~ k I ~ ~ w z o w ~`'m Q 1 ~ ~ o z ~ "i ~ _ ~ ~ Fu ~t ~t z - r~ j. I ~ ~ i ~ ~-III ~ ~ r' ~ ~ t ~ PROVIDE #4 X 1~-6" DOWELS 1~ r C~ 2'-0" O.C. MAX. (MIN. 2 - - ~ 4" V010 BEYOND, SEE DOWELS PER PAD) POLY. SEE PLAN FOR LOCATION. SEE BEAR ON NATIVE SOILS PLAN r t PLAN OR STRUCTURAL FILL. 1 SEE SAIL REPORT. i v ~ ~ CTS O ~l 1 _ ~~_o~~ S ~ CTI O N 2 1 .l i REFER TO SOILS ENGINEER'S RECOMMENDATIONS FOR PERIMETER DRAIN SYSTEM, IF REQUIRED. l'_ _ d i i 1~ zr i J I R" I 2-#4 TOP & BOT. ~ CONTINUOUS. ~ ~ ~ EMBED 2X8 OR 2X10 CONTINUOUS BEAM P - - LEDGER W/2 ROWS OF 20d FORMING FLOOR F NAILS ~ 12" O.C. (1 TOP & 1 BQT.) T 2-#4 FUEL HEI ~ ILL HEIGHT ~ ~ OF FDN. WALL. STEEL PIPE COLUMN, SEE PLAN. LOOR FRAMING NOT SHOWN. i i PROVIDE BASE PLATE 1/2" X 4" X 6" BEND 1'-6" O TOP OF WIN00 o LAG SCREWS AS 6 OVER ~ ~ iv SIMPSON 0210 HANGER PLYWOO ~ 3/4" T & G SUBFLOOR i i BEAR BASE PLATE DIRECTLY ON BEAM. r ~o ~YWOOD SUBF~OOR ~ i SIMPSON 0210 HANGER ~ p z~ FLOOR FRAMING ~ i w > i~ FLUSH WOOD BEAM ~ ~ o ~ REQUIRED FOR J ~ STABILITY. c~ ifl Z ~+j o w w DRILLED HOLE v ~ ~ ~ z 2-#4 UNDER v~_ ~ FLUSH G N 2X10 FLOOR JOIST, ~ MOULDING NAIL ~ 2'-0" 2'-p" WINDOW AS i i SEE PLAN 1 _ _ GRADE GRADE AT AIR SPACE i '=1 I I- I- =1~ I I I =1 I ~ POSY. SEE SECTION 1 r 4° VOID BEYOND, SEE SEE FOR DETAILS. POLY. SEE SEE SE PLAN PLAN BEAR O PLAN FOR LOCATION. BEAR ON NATIVE SOILS 4" VOID BEY03~iD, SEE OR STRU 1 i ~ 3 OR STRUCTURAL FILL. PLAN FOR LOCATION. SEE SOIL REPORT. SEE SOI C ~ 1 o I ~l ~ 1/2~~ ~ ~~_p~~ ~ ~ ~ ~ ~ V I V ~ 1/2" BEAM TO W,~LL CONNECTION t Y P S• a_ j - GARAGE OR CRA TOP ROW OF REINFORCING. I MAKE TOP BARS CONTINUOUS WITH TOP BARS IN BASEMENT - - 2'-6" MIN. WALL. ` . STOOP SAAB. FDN. r i WALL } !L, o - - BOTTOM ROW O REINF. EXTEND BASEMENT WALL 0 `V HAUNCH INDICATES PLACEMENT OF VOID t~ MATERIAL UNDER GRADE BEAM. SEAL VOID WITH POLYETHYLENE 2-#4 X 2'-10" BOTTOM STEP IN FOUNDATION. o i. r ~6 (1 EACH FACE) V -r~rar~ n i ~ni i 3 _ V I N ( J. I N Y Y r- ! 6.00 6..90 1\ 6.00 l I V 1 V 1\ Na., .b 1 N 6. A SOILS ENGINEER SHOULD BE CALLED TO INSPECT FOUNDATION EXCAVA EXCAVATION HAUNCH D ff A I L 1/21, _ 1-0" AT BOTTOM K A r% Tr= =T~~~ ~ ~ r n KD n r~ r1 M TO VERIFY FOUNDATION TYPE BEFORE STARTING CONSTRUCTION. ALTERNATE BOLT ON HAUNCH BY OTHERS. CRAWL. SPACI S 2 NFORCING DETAIL 1/411 = 1'-01' OF 2 HESES ARE COMMON STEPS.