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Home My WebLink About4325 Hoyt Streeti CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line 1(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ' of E)( Job Address: '-13.25 4o Permit Number: '�®(Q61 ❑ No one available for inspection: Time®A M Re -Inspection required: Yes, �C) When corrections have been made, call for re -inspection at 303 -234 - Date: Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Sewer Repair PERMIT - 201901856 201901856 ISSUED: 09/03/2019 4325 Hoyt St EXPIRES: 09/02/2020 Residential sewer repair in yard, 10 feet and installing clean outs. *** CONTACTS *** OWNER (303)619-4906 BEEGLES GREGORY W SUB (303)287-9009 BRAD WAKEHAM 130022 TRENCH RIGHT LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: R-3 / Residential SUBDIVISION CODE: 2002 / KIPLING, I-70 & CLEARCREEK ARE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,500.00 FEES Total Valuation 0.00 Use Tax 115.50 Permit Fee 140.90 ** TOTAL ** 256.40 *** COMMENTS *** *** CONDITIONS *** ALL sewer repair/replacements for which a permit is issued MUST be inspected by and receive written approval from the City of Wheat Ridge BUILDING DIVISION, regardless of inspection by any Sanitation District representative. Inspection and approval of work by any Sanitation District representative DOES NOT grant authority to cover work without the approval of the Building Division. **For trenchless sewer replacements - The contractor will verify proper slope of new sewer piping in conformance with the IRC and IPC of 1/4 inch per foot unless otherwise allowed specifically by the applicable code. The plumbing contractor will provide verification of proper slope and drainage in writing as a condition of approval of the permitted work.** City of Wheat Ridge Residential Sewer Repair PERMIT - 201901856 PERMIT NO: 201901856 ISSUED: 09/03/2019 JOB ADDRESS: 4325 Hoyt St EXPIRES: 09/02/2020 JOB DESCRIPTION: Residential sewer repair in yard, 10 feet and installing clean outs. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am aufhorizea to obtain this permit and perform the work described and approved in conjunction with thispermit. If ttht that I a e thorized to include all entities named within this document as parties to the work to be performed and that all work to pe is disclosed in this document and/or its' accompanying approved plans and specifications. Signature ofO CONTRACTOR (Circle one) Date A i ed based on the information provided in the permit application and accompanying plans and specifications and is I . This permitsubject 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 maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a 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, Tpeuance or grant'ng of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any a1e code or a rdmance 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. = City of W heat Pj,dge COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(cci.wheatridge.co.us I FOR OFFICE USE ONLY Date:� /1/ 7 Plan/Permit # C�_e Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: `T 3ol J Property Owner (please print):�jCeC� p�'�l Phone:,3o �CQIQ - `IgoG Property Owner Email: Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: ArchitectlEngineer E-mail: Contractor Name: City of Wheat Ridge License #: 130c>"� Contractor E-mail Address: 0 Phone: Phone: 3o3 4,g7 I 1-71- d q Laws For Plan Review Questions & Comments (please print): ��11 CONTACT NAME (please print): -&n M".:6 Phone: CONTACT EMAIL(p/ease print): Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. ❑COMMERCIAL ,/ RESIDENTIAL Provide description of work: For ALL projects, 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. 16)' Se W& c' ';�. e�c�, c i " ; SB n A, VU c (� a K CA- I h5itx�1 c�eanou--S . Sq. FULF ` O / BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $�S1,5O0 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 application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACT&or (AUTO IJVD REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): Printed Name: W v lL g lnn Cel^ ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY DATE: C1 —3 -19 OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: City of Wheat Ridge Residential Roofing PERMIT - 201703581 PERMIT NO: 201703581 ISSUED: 07/10/2017 JOB ADDRESS: 4325 Hoyt ST EXPIRES: 07/10/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Tru Def Duration asphalt shingles with 17 sq. *** CONTACTS *** OWNER (303)619-4906 BEEGLES GREGORY W SUB (720)300-2200 Ray Mollna 170229 K.O. Roofing Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: R-3 / Residential SUBDIVISION CODE: 2002 / KIPLING, I-70 & CLEARCREEK ARE BLOCK/LOT*: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,800.00 FEES Total Valuation 0.00 Use Tax 163.80 Permit Fee 172.60 ** TOTAL ** 336.40 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheath_nq 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 J nspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. :f report is not available the final inspection will not be completed. D-6 A -7G 3 5� INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Type Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments 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. Sewer Service oncrete Encased Ground (CEG) FF Mid -Roof Plumbing oundation / P.E. Letter Lath /Wall Tie Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Initials Comments Electrical Wall Sheathing 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 Mid -Roof Plumbing Fire Inspection / Fire Protection Dist. Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing 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. Mid -Roof ''l/ Fire Inspection / Fire Protection Dist. Lath /Wall Tie Final Plumbing Rough Electric Final Mechanical Rough Plumbing/Gas Line Roof Rough Mechanical Final Building Rough Framing 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. Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather < 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: 11A f 0 Job Address: `{ 32 S If u y �- Permit Number: 2v170� 7,0 ❑ No one available for inspection: Time AM/PI� Re -Inspection required: Yes I When corrections have been made, call for re -inspection at -303-274- Date:- 03-234- Date: 1'q /17 Inspector: K DO NOT REMOVE THIS NOTICE r i CITY OF WHEAT RIDGE' _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 0o /- Job Address: 4 B AC n,4 T ST Permit Number: D I -7D i9, �, 7 ,r ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: Inspector: ` DO NOT REMOV� THIS NOTICE t 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: 0 ,) r Job Address: 143 ` H cly -' ,;r Permit Number: a D/ 7 C)"I g, t t. ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: Inspector: DO NOT REMOVE' THIS NOTICE ' City of Wheat Ridge Residential Roofing PERMIT - 201703581 PERMIT NO: 201703581 ISSUED: 07/10/2017 JOB ADDRESS: 4325 Hoyt ST EXPIRES: 07/10/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Tru Def Duration asphalt shingles with 17 sq. *** CONTACTS *** OWNER (303)619-4906 BEEGLES GREGORY W SUB (720)300-2200 Ray Mollna 170229 K.O. Roofing Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: R-3 / Residential SUBDIVISION CODE: 2002 / KIPLING, I-70 & CLEARCREEK ARE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,800.00 FEES Total Valuation 0.00: Use Tax 163.80 Permit Fee 172.60 ** TOTAL ** 336.40 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) 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. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge Residential Roofing PERMIT - 201703581 PERMIT NO: 201703581 ISSUED: JOB ADDRESS: 4325 Hoyt ST EXPIRES: JOB DESCRIPTION: Residential Re -roof to install Owens Corning Tru Def shingles with 17 sq. 07/10/2017 07/10/2018 Duration asphalt 1, by m 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 andia authorized to obtain this pen -nit and perform the work described and approved in conjunction with this perrt}rt f firKt�er attest�tiai f y uthorized to include all entities named within this document as parties to the work to be performed and that alh�vork tokle Wfl is disclosed in this document and/or its' accompanying approved plans and specifications. Signat�ir�e of�, R or yk�-C-TOR (Circle one) Date l This p it w s issued ban the information provided in the permit application and accompanying plans and specifications and is subje�t to t compliance with those documents, and all applicable statutes, ordinances, regulations, po plans and procedures. 2. This 0e..'t shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change, of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division 6_ The issu" nc , granting o it shaU not be construed to be a permit for, or an approval of, any violation of any provision of any applicabl dina a n 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. Dane Lovett e� 1� v From: no-reply@ci.wheatridge.co.us Sent: Tuesday, June 27, 2017 7:52 PM 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 contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? V�/C_ WfR vl�y' How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number 4325 Hoyt St Greg Beegles 303-619-4906 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 KO Roofing Contractor's License 170229 Number (for the City of Wheat Ridge) Contractor Phone 720-300-2200 Number Contractor Email Address koroofinginc@yahoo.com Retype Contractor Email koroofinginc@yahoo.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing owens cornings tru def duration Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 17 material selected above? Does any portion of the No V property include a flat roof? If yes, how many squares Field not completed. on the flat roof? 0) TOTAL SQUARES of all roofing material for this project Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) 17 V remove one layer asphalt shingles and install new Project Value (contract 7800 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 Ray Email not displaying correctly? View it in your browser. 3 9220 RACE ST. THORNTON,CO 80229 Work order and Authorization Cc/ Y 17 cC3,) KO Roofing, Inc. proposes to furnish,�aterial and labor — complete 'n accordance with specific ions below: For the Total amount of: - OR— the total Contract Amount will be determined according to the Insurance Allowance agreement below. Payment to be made as follows: Down Balance upon completion of work. scope of Work: described below (only those items with an X in the left column) 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. Insurance Allowance Agreeme IF INIATIALED BY CUSTOMER HERE AV CUSTOMER AGREES TO THE FOLLOWING ADDITIONAL PROVISIONS: A. Work performed by Company (KO Roofing, Inc.) will be completed at no cost to Customer other than the insurance Deductible, unless (1) Customer request upgrades or additional work that is not approved by insurer; or (2) Customer's insurance Policy does not provide for total replacement cost coverage or required building code upgrades, in which event Customer agrees to pay For the difference between total Replacement Cost Value (RCV) and the Actual Cash Value (ACV) of Company's work as determined by Insurer. B. Customer authorizes Company to discuss Company's, pricing and scope of work for the services described herein at a price acceptable to insurer. C. Total Contract Amount will be the total Replacement Cost Value (RCV) as listed on the final approved insurance Scope of Loss (or final approved KO Roofing, Inc. Scope of Work) including all direct costs, labor and materials, depreciation, customer deductible, taxes, base service charges, overhead and profit; plus any approved insurance supplements; plus any upgrades, options or additional work performed at the request of the Customer. .,n A ....t N -.--A ,,,.hli.- inc..ran rn ariin ctnr T}mrPfnr ('n ctnmpr �oranc to ,'#auoud :an►jejuasaad@-d s; fuedwo� a;ea :aanieu,3iS saawo4snD a�eQ :aanleuSiS saawolsn� :apis asaanaa aql uo suolIlpuoa pue swam lie 2ulpniaul'juawaaa2y lio• l p e swaal aql of 30a2e (am) l :llewd ##auoyd :aweN aa;sn[pd ##wle[D :#Aaliod :Auedwoa aaueansul ')iaom s,AuedwoD of paleiaa sauawAed aaueansul lie anlaaaa pue 1.3-91103 01 DAnewasaadaa sl! se AuedwoD simodde aawoasnD 'Auedwo:) o; NaoM s,AuedwoD aoj aaansul woaj anp siunowe ile saul9lsse Agaaaq aawoisnD g '1aaaao3ul aae aaansul ao aawolsnD Aq papinoad uollewaojul lo'/pue aaueansu13l ao' Iuawuoalnua waois of anp paseaaaul aogei ao ielaalew of anp aaansul woaj sluawAed ieuolIlppe anlaaaa of lg2lla aqa sanaasaa ,CuedwoD •�Celap Inogj!m (s)aa2e2#aow, pue aaansul woaj/off sluawAed 3o idlaaaa pue swlela jo uolssiwgns Alawll ao3 aaueIslsse pue uopewaojul 'sivawnaop fuessaaau 11e apinoad -- ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303j 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: S f ~a a s7- Permit Number: f Y y 75ZtZ/ _tZ LJ No-one available'for inspection: Time -AM/PM Re-inspection required: -'Yes (~_N-o When corrections have been made, call for re-inspection at 303-234-5933 1 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: zo a Job Address: y 2 %ro ut Permit Number: f <J D 7 8- L_ ❑ No one available for inspection: Time AM M Re-inspection required cs No When corrections have been made, call for re-Inspection at 303-234-5933 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: xy, Job Address: 2 A/o Lr - _57- Permit Number: , D ty 7 S S .E ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No ' When corrections have been made, call for re-inspection at 303-234-5933 Date:Inspector: Ifll DO NOT REMOVE THIS NOTICE " ' City of Wheat Ridge ]r~ Residential Roofing PERMIT - 100784 PERMIT NO: 100784 ISSUED: 03/29/2010 - JOB'.ADDRESS: 4325`HOYT ST EXPIRES: 09/25/2010 DESCRIPTION: Reroof6 sgswith 20.yr ShastaWhite shingles' ***CONTACTS owner 303./420-4031 Gregg Beegles sub 281/251-3007 Heather Barry 10-0.058 Apple Contracting,.' Inc. **-PARCEL .--INFO ZONE.. CODE: UA USE: R-3 SUBDIVISION: 0259 BLOCK/LOT#: 0/ **FEE SUMMARY ESTIMATED` PROJECT. VALUATION: 2,000.90 FEES Permit Fee : 90.10 l.S s1. .....f,~ Total Valuation .00 Use Tax 36.00 **"TOTAL ,126.10 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 -eave edge to 21 inside: exterior walls.. ***Contractor or Property owner shall provide ladder(s) -secured -in place for inpsections. It is the responsibility of the person/firm requesting the inspection to insure roofs are clear for inspection. Scheduled inspections that cannot be performed 3ueto inclement weather must be cancelled prior to 8:30 a.m. on the day of inspection or a re-.inspection fee of $61.-0.0 willbe assessed. 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 sRidge . 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 am i assume full. responsibility for compliance with the Wheat: Ridge Building Code (I.B.C) and all other applic 'e ~.xdee Ordinances, for work under this permit. Plans subject to field inspection. Signature of contractor/owner 'date This permit was issued in accordance with the. provisions set forth in your application and is subject to the 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. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date An extension may be granted at the discretion of the. Building Official If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one '.(1) year. If changes have been or if suspension or abandonment.. exceeds one (1) year, full fees shall bej. paid for a: new permit. No work of any manner shall be done that will change the natural flow of water causing 'a drainage. problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receiver written approval on inspection card before proceeding with successive phasesof the job. The issuance of a permit'. or the approval of drawings and specifications shall not be construed to. be a permit for, nor an approval of, any violation of the provisions of the building :codes or any other ordinance, law, rule or regulation.^ All.. pl i is subject to field inspections. ignatur f ef.-Building :Official "date :NSPE TION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855! tEQUESTS MUST BE 'MADE BY .3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.C Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Permit # / 6 6 'r b Building Permit Application Property Address: 9.t-7 Property Owner (please print): /Trvw~ 14,,, /o r Phc Mailing Address: (if different than property address) Address: City, State, Zip: 1 Contractor: RPPIQ a'X-zc:6f Contractors City License i n - Dd f5<e Phon323)2(9-L12-35 Sub Contractors: Electrical: Plumbing: Mechanical: City License # City License # City License # Description of work: Re"Ve- 3 (-,-ter-5 -eep4tPE tAlAqul- 5kt jf• (+"e Contract Value: $ 2000 Review Fee (due at time of submittal): Squares BTU's Gallons _ Amps Sq Ft. $ 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 application. CIRCLEONE.' ~(Oj WNER) (CONTRACTOR) or (AUTHORIZED REPRESENTA of (OWNER) (CONTRACTOR) PRINT NAME: t j~ylS 0trf4 SIGNATURE: DATE: 4 a DEPARTMENT USE ONLY COMMENTS: Zoning: FRevievier. i Bldg Valuation: $ 1 Certificate of Completion And/Or Compliance City of Wheat Ridge 7500 W 2f7h Avenue Wheat Ridge) Colorado 80033 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW; DOES COMPLY WIlli THE WHEAT RIDGE BUIWING CODE) ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE. PERMIT #17168 Residential Addition Date: ~/17p.nn" Owner: rTT~ r''l" {;ail Re~lef Owner Address: 431;; R'nyl: .'\1:, "Wh"nl: ni~, r.n lW():?:? Property Address: Same Contractor: Allstate Construction. Inc. Contractor Address: 2701 Alcott St. Ste 388.. Denver] CO 80211 Chief Building Official: Zoning Administrator: INSPECTION RECORD 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 (303) 235-3855 (jf'> Inspection Line (303) 234-5933 Inspections will not be made unless this card is posted on the building site 24 Hours notice required for inspections Jo~Address . L-j ~.2_<; \-\n~~ BUilding Permit No. \, I !o 1'\ Owner _ e -l Contractor Contractor Address Date Issued ca. t4z.UI f7 Type Occupancy ,(3 r ( 2-\1 INSPECTOR MUST SIGN ALL SPACES PERTAINING To THIS JOB FOUNDATION INSPECTIONS DATE ApPROVAL DISAPPROVAL INSPECTOR COMMENTS: INITIALS Footings/Caissons Stemwall Reinforcing or Monolithic I Weatherproof I French Drain WaterlSewer Service Lines POUR No CONCRETE UNTil ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Eiectrical (Underground) I Plumbing (Underground) ! I - - I I Heating (Underground) Do NOT POUR FLOOR UNTil ABOVE HAS BEEN SIGNED Electrical Service Rough Electric 1<"-"'" 0\<--' ~ )~, l\o:J <- Rough Plumbing I-I"-S oJ" r t-\ Air Test Gas Piping Rough Mechanical Framing B=\ 1-i3-~ ()/'- Roofing Insulation 1-/3-,,- Ol( Drywall Screw l-Jg.,s ':JJ\... FINALS A Electrical # Plumbing L- Mechanical ~ Frame I Interior Finish r W"....7.".J . ,,>-A-a->, /' ./ ~ R.OW & Drainage V '{ Fire Department {' Parking & landscaping **NOTE: ADDITIONAL INSPECTIONS / COMMENTS ON BACK OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ;. Place in Visible Location for Inspector , ADDITIONAL COMMENTS & INSPECTIONS: , I L- ~c"-()lf f" \Ovl ~\~\,s Y\..\.\U uY, 1-'<.\-'" II v~~-t- 4 l1"-I..JW' ~<c,.-,-,h-' v-J~S $((~h, ~I\'t--h\.\ Qll.... .s '<" "'-'-~ 9 \ \J".\.;v-J I d' (", II "tJt' g~pe.. Ih di/"~cLof.-.1 (]) 5<::?/11 ;~W~ vOI/'..1 5 C\ VI'" I o~ 1'iI~d , @ wiRt o",J51ck OfC! 1r:nr1tvrL- (!; beCh-O:ilV\. (IJQJ]s b k ~(O~GW AiG ~..l'~ \ @ ;Je..J (yJj" ""J. J j;; N-eed ,b 11m) tS>U j{;" Z @) &&l,<i i CP4krct. IMol-dlal COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: {+~<-.s- ~..l, 0 L,-\- ~.\- Ct:J ~h~ $(1..1.:>\\., '(\.t\ (1<:' -T~ h~ ~ \ n \ ..., '" _y - (2) (~ 'b\~ 1,.1",.;,,:::,<-. \.>,k,\\, I:::' \ r "" '" \l C\ ' < \-"en Y'- , C- \U~WC '- ~ '0 ~." 'Tel h., s~ ~d <., II iLl \ \ V.l.-~ ffi,,,,, '~ Q q,. So -\-'" ,^" \ If\.\ '-'" \T.~\> When corrections have been made, call for re-inspection at 303-234-5933. Date: 1~-~()~CJq I~ Inspector DO NOT REMOVE THIS NOTICE -- COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: 4-..:s <--'5,- \-\,,,, \l\ --t ~\- CD ~().,\ \\~'A\"Y, '--.v'\,:::'TI'\}C\- iC/'.- \.t........, "C'c "...... 0 5-,<; \to'i' , 1\..9..-\ ().J) \~ ~ t::>h---.. ~\p.. \ V~ct- (-:;) ~~ C\ Yv"\. \.;,,'C>.\,("~"" ~r~l tSl'\j\) \ ~ \.N \LLY'\<'~ (/f') ~,,:,,~.......~ Q"'Y'~ , .s;: \C'JC.' -S-~ ~ '5 :'-.. 1--..\ '<v'\ .., 'CI. \) \)<S 'U ~ \sT <.\ --'\ c.Y'\ \1\ 6U._ cS"""t'-'. 0') , , '0-,\"-,"> \"'~ \'V"\\.~'S,\ \'"Ie' ~ n V\t.'>.n {'\....- \r'\. \J---t 'I::> <; YJ(\ \ 1" \ w....\ \ . When corrections have been made, call for re-inspection at 303-234-5933. Date: \<2...- .~(j-I0<-1 \~ Inspector DO NOT REMOVE THIS NOTICE 12/83/2884 88:35 383-468-7542 COBB A5S0CIATES PAGE 81 I)eN>mber 3, 2004 To: City ofWhe8t Ridse BulldiDg Department 303-235-2857 Rc; Permit for COIIStruClion on 4325 Hoyt Street Originally held by A11staie Construction Attention: Kristy Attached is an It;I'eOJD8IIt for the change of permit held by Allstate Construction for work on my boWIe. I uuderstand that my new conttactor bas spoken to you concerning the trausfer of the permit. If you have any questions, my information is: Home Phone 303-420-4031 Wolk PboDe 303-460-0053 x 106 Addras: 4325 Hoyt Street Wheat Ridge, Colorado Please let me know if I may be able to lIIlSWef any questions. Gregory W. Beegles 12/03/2664 68:35 363-466-7542 COBB ASSOCIATES Nav~22-04 O&:.ZP A.C.l 303 4&& 9292 II1II111 01. ...........111...........1 ~_"'!h, """'- 2'7II.u.coII,lliUn..315 .-NV&R. CO_II (383) 4lIHm (").lIt .. JJ 1J (IbI) No....... 22. 201M To ..... it ..., "U 111 /I.. .......... ... by..... ..,-.'lr the fiIIIo...i.... P8rtia; All_ ~ u.c end 0Nt.. 0lIiI '!)II~ ..._....4., ........lydi.leolw die .-.... Gflleir bJ-. i......4A~ClIlI*.. fbrtlle.....1IIdiIiCII p.iJ~1 A:lr ...... pIII;II -I) I'" 114325 Hoyt StnleI AMdI. CO. TIID B I r ra ...11 u.rcr ... ..... _...... --. Cll'1_ .... ...... ofllleir _ ~....... TIIII B J- law .... eo ~ JI8)l . ftlr. r r ....., or.... pcndt I'ee, ,. .....ie. 11161.... AlI.....C....... u.c u. !he..... llIIIof$637-00 (5m6 ofSI.214.0I). TIID ""Ileund thairllDW"",,,,_,,,,, ..... 01 ill.. en Jl'4clllibillty A:lr 1111 (,\lIllo...~ 0(_ p.~ _1IlIII "',l' H AIIIIICe CaasncIion. u.c fium lIlY flilo-......... '1",.-.."\ -"lI:lillty. AII'lId. ..., DIIe' I ~0'1 L1.C ~ n. ..J.~~ 0.., .J:liM. ~~ OliiIIJI r.... 0Ita Ir;~f)cf PAGE 62 P.Ol .. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: 17168 BUILDING INSPECTION LINE - (303-234-5933) Date: 6/1/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: GREG AND GAIL BEEGLES Property Address: 4325 HOYT ST. Contractor License No.: 1 Company: Homeowner Phone: 303-420-4031 Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown. and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.8.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description: ROOM ADDITION Valuation: Permit Fee: Plan Review Fee: Use Tax: $29,000.00 $561.22 $364.79 $348.00 $1,274.01 Total: Use: ~. '"IJaIfII''' . . ' . . '. 1 . - .. .- Approval: JH Zoning: R-3 ~[~~ Approval: CROOT mnilll1'lQtk~ Approval: N/A Occupancy: R-3 Walls: 2'6 Electrical License No : 21984 Company:SPOTLlGHT ELECTRIC Expiration Date: 6/1/2005 Approval: 6-1-04 BUILDING DEPARTMENT USE ONLY ~<''\ ~o~ ~~" SIC: Sq. Ft. : .^'~<< ",0 0" ~>' ~:.~t? 0).; "o~ ~o\e. \.o\'{.r~.(,~.<',}.-;~:' <<:;,,::~o~ ....-::-,c. ,<".,V- C,':"''', ':"'.." ,(......." ~e .~ \:.:-:,,, ~ ~ '\"' \.-> #ft'e'li- o~c,-'; .c<$'.\O~ v,\7>"'-"" o\;;>s'- ,;,.o~' ........ r..~~ ~o"" '>..c-..;.,\J (,.0 . Ci <f.~",., .,,' 1''' 0" '<;0'" ",,-., \0< APPROVED AS NOTED ON PLANS r<$J<'.<;o<l,' ;c/' \,0<" i> ;,,, #' c..\" <"cc::. .~\?,; sc"'" 'v\.~'\;. .4S _..~}> ;:-" 'i' .~" \C/". 0'" .. ,,0 .., .;:-~ ,.". 1>0 ~'1>" <~S, :<:>~'1" c:f"_",:~ ,,<,1> ~ ,,0'. IS:>" ~ ~o ,\-$' ",0':1 ,,, 1> ,~, ~,ll> .,<<, C"". ~~ ~"" Roof: Stories : "~"~-M(j.enlial Units: Plumbing License No : 18568 Company :Dan Gallivan Plumbing Expiration Date: 12/1/2004 Approval: 6-1-04 Mechanical License No : 21815 Company: RYCO Enterprises Expiration Date: 11/6/2004 Approval: 6-1-04 (1) This pennit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and BUilding Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pennit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The Issuance of a permit orJbe-~of draWings and specifications shall not be construed to be a permit for. nor an approval of, any Violation of the provlsl~e bUII~odes or any-,r ordinance, law, rule or regulation / ,,~-?~~ {"Chief uilding nspector Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) -~ Building Permit Numbe~168 /) Date~ Property Owner: GREG AND GAIL BEEGLES Property Address: 4325 HOYT ST. Contractor License No. : 21726 Company: Allstate Construction, Inc. Phone: 3034204031 Phone: 455-9292 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 (U.B.C.) and all other applicable Wheat idge 0 din nees, for ef this permit. (OWNER)(CONTRACTOR) SIGNED DATE <6 ~(/ oy Description: ROOM ADDITION BUILDING DEPARTMENT USE ONLY Z011ingBments: Approval: JH Zoning: R-3 lUildiiii;Comments:!: Approval: CROOT Puljii~orl{_mmentlill Approval :N/A APPROVED AS NOTED ON PLANS Occupancy: R-3 Walls: 2*6 Stories: Roof: Electrical License No : 21984 Company:SPOTLlGHT ELECTRIC Expiration Date: 6/1/2004 Approval: 6-1-04 Plumbing License No : 18568 Company :Dan Gallivan Plumbing Expiration Date: 12/1/2004 Approval: 6-1-04 Construction Value: Permit Fee: Plan Review Fee: Use Tax: $29,00000 $561 .22 $364.79 $348.00 $1,274.01 Total: Use: SIC: Sq. Ft.: 1c \6. 'i~ ~\i:J1j yJ \ rl' ~~I-6 (2 \ \lfP' Residential Units: Mechanical License No : 21815 Company: RYCO Enterprises Expiration Date: 11/6/2004 Approval: 6-1-04 (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject 10 the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new pennit may be acquired for a fee of one.half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or jf suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job (6) The issuance of a it approval of draw. elfi tions shall not be construed to be a permit for, nor an approval of, any violation of the provisions of t UI odes or any othe . a e, I ,ule or regulation. '---"' pector Please sign Terms and Conditions on reverse side of page. ''y Building Permit Number: Date/: \ \ 1; \~O APPLlCA TION , ~ c... I ~ S+- , '- ~ J "J- t.(;;;1 0- 1-(0.)( OJ - <,tV J- '7 ?C(L Property Owner: f3, C-e J I.u-./ ~;} Property Address: '73 d..r f-1 p ..., f Contractor License No.: d-- I / ;;r.G Company: /1 (( 5 1-7; \-e Co,<J S ~ c h'<>,", I t- L- "'-- Phone: OWNER/CONTRACTOR SIGNA lURE 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; thai I have read and agree to abide by all conditions printed on this application and that r assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C) and an other applicable Wheat Ri e Ordinances, for work under this permit. ~-~ ~---- DATEU?-Oy-"r Construction Value: $o?'1,o.0O Permit Fee: $ 5/P/. /';;J" Plan Review Fee: $?<# "71 Use Tax: $ -;43. = (OWNER)ICONTRACTOR): SIGNED IOWNERIICONTRACTORj: PRINTED DATE Total Fee: BUILDING DEPARTMENT USE ONLY $ ffi'fEC Tcg~!J) , ^, U 3 2C{;~ DESCRIPTION: /lo 0 fA, 1\-1':) 0 , h' ~ ,J SIC: --- Sq. ~-- ZONING COMMENTS: (" (0 + Approval:J H r J Zoning: ~ - 3 ~PYOuc::l wl~ Noks, < (!,~/ BUILDING COMMENTS: Approval: PUBliC WORKS COMMENTS: Approval: Occupancy: ~ -Swails: ;;Zx ~ Roof: V~ Stories: ( Residential Units: Electrical .Licen.~ ~~: . J'Tq E '- .' Company. Sf 0 -rIA <:piA ria" d""-, Expiration Date: G ~ k-o S A I ."-" pprova : /i.. " ._;, Plumbing License : /8 J 6' 8 Company: J::l!\1V 67ftqu-')1-.,;<J- P tA-t-<f>'l(J"f A/ <5 Expiration Dale: /2 - 1- uy Approval: echanical License No:(2J~ / Compa~: P..I(C;;J I Expiration Date: n-b~ 0'-/ Approval: / . (1) Thl, permit WI' '..ued In Bccwdance wtth the provision let forUlln your appliclUOfl Ind I, subject to the laWl of the Stlte of Color_do and to the ZonIng Regulation. Ind BuUdlng Codes of Wheat Ridge. Colorado or any other applicable ordlnanceI of the cny. (2) Thl, pennlt shall expire if (A) the work authorized I, not COll'Nl'lenced within sixty (60) day. from itlue date or (B) the building authortzed II IlJlpended or abandoned for 11 pertod of 120 days. (3) If thl, pennIt expl,", . new permit may be acquired for . 'n of one-half the amount normally required. provided no ebllnges hllVe been 0( will be made In the original plans and spedfications and any IUIp'lOslon Of' abandonment hll not exceeded one (1) year. tf chang.. hllve b..... or If luspenslon or .bllndonmtfl1 exceeds one (1) ye.... full fees shllll be P111d for I new petm/t. (..) No won: of any manner shall be done thllt will d1l1nge the natunll flow of wllter cluslng II dralnllge pro~em. (5) Contractor shan notify the Building Inspector twenty.four (24) hours In advance for 1111 Inspections and shall receive wrttten approvlIl on inspection ard before proceeding with successive ph.... of the job. (6) The Issuante of I pennlt or the approval,of drawings and specifications shall not be construed to be Ii permit for, nor an approval of, any violation of the provisions of the buildin odes or any oth ce, I~w, rule or regulation. ~ ':\ ~ ~ . - ~- -~ ~,. ,- ~?~ ,- Fe /-Ie[ tj; 0 / II S!1 CO &~ l'~fo.,.,.J ~J.J,rr-~ -;f"k- k _~"....,p...-Y.I "."Ct J\ ,. ~- -- \S{.,I/ (#JnVh'j) i p~~ " I HOv,j( , (f iJ " 1> " " oJ : () fF",-/..-n.--K o o'-? r' n-, -" ,> " '-J , <J ;:> /' L e (~~ ~/ APPROVED Subject to ,F~spections Wheat ~~ Building Dept. DateS.':;<::'~6 ~v... igned~....Plan Checker 'i- J eE-c6' u<J ~" .R~ <<. s If?:!'" f(fi.N- ~~..... All Do-h'Q..v ",)-2.1 N<>'-" > ,. (;Vi-vtz.4;f-.""l..dJ'-<=- Co f'oof ~ C1 ((/f7.f.-.c- c......A/1.1~~'^ [J- ?o( A(c....>f~ S"t....e. ... Jf'r-- p..e......~( ~ PO:2..-f( (J.:>J) <./J.....r ~2"iL- J~ /: Z-o Request our An or Catalog tor full /" .enetus of the VGt; . . No special tool required: just drill and clean holes; itlStrt capsules and hammer in the anchor. . Pre.measured colllpOaents assure the right amount 0' adhesive every time for the SpecrflC diameter and )(; embedment . No wasle, no guessing, one cap- sule tor each anchor diameter makes estimating simple. Capsule can be inserted either end first. . Fast cure time anchor is ready to use in 20 minutes (at 680 F and above). . Up to 1 year shelf life when stored at 600 F - 80" F. VGC Cure Time Sas. Cure Mat.rla' Tim. Temp 25' F 5 hrs. 32' F 1 hr. 50' F 30 min. 68' F 20 min. Do not disturb during VGC cureUrne. '"".'" ~., i.'r~;);.~.ri~::,,;""".' loads for Threaded Rod Anchors in Concrete (One capsule per hole) Tenllon Load Based on Shear load Baled on Load Baaed on VGC Drill Bond Slrength Concrele Edge 0111. SI..I Slr.ngth A307 Rod Capsul. 811 Embed. Spacing Edg. f'e >. 2000 pal t'~ >_ 2000 psi (SAE 1018) 01.. Mod.1 Ho. Dla. D.plh Dill. Concrete Concrete Tension Shear Avg Allow. Avg Allow. Allow. Allow. UIl. Load UII load load load 3/8 VGC37 7/16 3 1/2 14 5 114 8750 2.190 5581 1395 2,105 1085 1/2 VGC50 9/16 4 1/4 17 63/6 9853 2410 12877 3220 3750 1930 5/8 VGC62 11/16 5 20 7 112 19.048 4760 18702 4675 5875 3025 3/4 VGC75 7/8 7 27 10 118 28813 7200 29 537 7,365 8460 4360 7/8 VGC100 1 8 31 11 5/6 29236 7,310 33676 8420 11.500 5925 1 VGC100 11/8 8 36 13112 29236 7310 44486 11120 15025 7740 1, It Iscntlcal that holes be cleaned property. One capsule per hole. 2. The connection allowable load must be the lesser of the Dond or sleel strength. 3. The allowaDle loads listed under allowable bond in lhe lable are based on a safety laclor 014.0. 4. Minimum concrete edge distance is 11h x embedmenf and minimum spacing is 4x embedment 5. Reference the Simpson Anchor Systems calalog lor spacing and edlJe distance requirements and other important informalion. - 6. Anchors shall not be used 10 resist tension forces in ceiling or wall installations lJnless special consideration is given to fire-exposure conditions. 7. 33'f1 % increase NOT allowed for short term loading due to wind or seismic forces. (?== '2/ loads for Threaded Rod Anchors in Concrete Stemwall VGC /S1.m Tension load Rod Capsule Drlll81l Embed. Edge end fc ~ 2000 psi Dia. Model Dla. Depth w.1I Dill, 01.1. Bond Strength Allowable No. Wid! Avg UIl load % VGC62' ;-, 12 6 1-:Y4 5 13250 3310 ,. VGC100' 1 15 8 1;-, 5 20843 5210 , ,,:: . ,,; :'. .. ':. .. ':.:: b' ., b' ., : .' ;:J , r' '. 1. Requires 3 capsules per hole. 3.11 is crllical fIlal holes 4. See footnoles above. 2. Requires 2 capsules per hole. be cleaned properly. Request our Anchor Systems Catafog for compfete information, Simpson offers a full line of mechanical anchors to suit almost any application in numerous base materials. . Cet the Rest of the Information on Simpson Anchor Systems tabular format, as well as" code reports, MSDS sheets and more! . Visit Simpson Anchor Systems at www slmosonanchors com. Yo~ can ac~ess technj~ar a~d. Produ.ct application information, The information in this catalog is an introduction to Simpson Anchor Systems. You can get the rest of the technical information three ways: . Call Simpson Strong-Tie at (BOO) 999-5099 and request the current C'J....."."... ".....~...~ C'........._... ,..~....I..._ , '5" C!- JJI..* 14 ,(p'-o~ 13'-3' II gt~1I ,(II' 'Z14 o.llH Zlf4.PH , r-i 01 0 ~!\ ~ :t,'1 :s:. 0 ~ ~ ~ "'I ~ ,- 1;\, .... ,~ ~ I ~ '"* -" iO\ \P 0 ~~ -- .... '--"'~ g'~ , ,- 0 ~ c 1: i ... !; 1'\ ~ 2. ..,. ~ NKrGij IJALU , - 00 00 -, N ..... I .. 0 r: '" 3Vat L ~~~ CJ "" C> fF.... - il i~ "" CJ ~ \1\ ,- -.-- 0 <:::~ IV l- _ c:~ ,. ~r 0 r i r il~3~ ... ~! 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I 'I -', ',.- D" , . - - . . . ~dAd.,.,.~ . ~ :;;:,, .t..~.. 1- I') \ ... ~ .- ~~ "bl~~ '-'Aswt~ ~ '2X)~ Gr'~~~~ ~~ 13w1l;r~(N fA'GN>W/OJ~ ~IH ~ ( ltO. ~ ,. ~ t :~ ~ ..9 .~ l .~ ;l ~ Jt ~-wcu ~tl ('J\UN~ (C~N I I~ ~ ~. ,11 I :L.., ,. .. 1 1 ~ I ~ i.,' "'.",:' ~ ~*> .~ .. . t or, '00 0 0 , " . j , t ; '. J'('1I~"N~ O'lEfJl~CtJ I ; , ! I I t:I(U 6'NA~ I fi,~ rsw.q~ W'Au. j.1 i I I I i I I I I I. !'iX) c.J~_()W" CYJOIl ev. l>owtJ N~ WINP()tJ~ ~-- L(cJl .. . ~.~.... ~91Vt k'tl)f tJ~u.. ~ ::i '" 0'5 "". ~;/JJ I. , ~ ~,~~. "ll>7, tA ~'N"rs J JCVJ~N ~w ~~ o t IENltI ". - ..... .....\ N . I .,-~ ~ 't:.S' L, /j It, ~ , t ~ <:) ,. ::r- .~ ~ Sill TESTIIIG AlIa TEST RESins BY: CASTLE ROCK ENGINEERING 680 Atchison Wy, Ste200, Castle Rock, CO 80109. phlfx 303-668-5151 Subsurface Investigation and Foundation Recommendations at 4325 Hoyt Street Wheatridge, Colorado for Allstate Construction 2701 Alcott Street Denver, CO 80211 By: DAVID E. BEASLEY, P.E. .,......... _,..". u ..... .... ..'" ' / '. .....,,,"........... I' ..... ....... ... .,.'i."'~I.J^ ... ';(f'" "'. ::" ." " ,(''''.' ':. :::l' -v "'. ':. ~.. r-... : j.-.i :0 2:~ ,-, r-: '\, : ... : oJJ.,J-r -<.'J" : :. ..... '. ; E ~ ;,~ "'.. .: ,~: ......~ "'. .:,"...... '. ,', .. ~ .... ......J.;', ,>>-.,," '~.#.. 'I ,L : ,ti." ........ March 25, 2004 CRE Project number 04-3268 Castle Rock Testing and Design Subsurface Investigation Project no. 04-3268 Pg20f8 GENERAL Castle Rock Engineering has completed a subsurface investigation of the site known as: 4325 Hoyt Street Wheatridge, Colorado This report presents the results of that investigation. The investigation was performed at the request of Allstate Construction in order to comply with local requirements and to determine the allowable foundation construction at this site, FOUNDATION RECOMMENDATIONS With respect to the soil investigation performed at this site, and the intended structure as described by the client named above, the following is one or more of the allowable foundation type(s): Footings A footing type of foundation system may be utilized at this site provided foundation components bear on undisturbed natural soil. Foundation components must also bear below all organic material. Some movement of the structure on this type of foundation system is expected. The maximum soil bearing capacity at this site is 1500 psf. Prior to placing concrete, all bearing surfaces must be cleared of loose material. Disturbed material may be re-compacted in place only after contacting, and with guidance from, this office, To verify the soil conditions and to verify the design bearing pressure for any footings, it is required that an open hole inspection be performed at this site. This inspection must be performed only after the entire excavation has been dug to final grade. If potentially expansive clay, deleterious material or other unsuitable conditions are found, over-excavation of some or all ofthe site may be required, or revised foundation recommendations may be required. The active case equivalent fluid pressure at this site is 35 pcf. If the proposed construction is an addition to an existing structure, the new foundation must be well connected to the existing foundation using rebar doweling. In order to minimize the chances of water damage to the structure( s), a perimeter drain is required for any habitable spaces below grade built on this site. This drain may daylight to an exterior outfall location or may flow into a sump pit fitted with a pump. SITE DESCRIPTION The site contains an existing structure. The vegetation consists of conventional landscaping. 2 Castle Rock Testing and Design Subsurface Investigation Project no. 04-3268 Pg 3 of8 PROPOSED CONSTRUCTION It is our understanding that an addition is planned for construction on this site. FIELD AND LABORATORY ANALYSIS Test hole(s) were drilled in the vicinity of the proposed structure (see Site Map) using truck- mounted power auger equipment. Test holes are generally drilled to a depth of 20 feet. Holes may have been drilled to greater depths if needed to make bedrock determinations. In-situ soil samples were retrieved from depths appropriate to adequately anticipate foundation requirements. These samples were retrieved utilizing a 2-inch California sampler. These samples were returned to the laboratory for analysis. In-situ samples consist of relatively undisturbed soil. Additional loose samples may also have been brought to the laboratory in order to make a determination of the soil types encountered at depths other than those where in-situ samples were retrieved, and to indicate where changes in soil composition occur as a function of depth. Laboratory analysis consists of a determination of moisture content, density, swell and consolidation potential, and particle size distribution, where possible, In order to achieve valid results, non-cohesive or higWy granular samples may not have been tested for swell or consolidation potential. Subjective analysis of the soil conditions was also made In the field during the drilling operations. The following represent the results of this investigation based upon the field and laboratory analysis as well as our experience in the area. Investigations performed on nearby sites may also have been considered in these results. SUBSURFACE CONDITIONS In general, the subsurface conditions consist of: 0-1' I' -16' 16' - 18' 18' - 20' Topsoil Sand and Gravel; Dry; Brown Weathered Claystone; Moist; Blue/Gray Claystone; Moist; Blue/Gray Free water was encountered at the 14 foot depth. 3 Castle Rock Testing and Design Subsurface Investigation Project no. 04-3268 Pg 4 of8 See the Summary of Laboratory Analysis, the Boring Logs and the Swell-Consolidation Test Results for additional information. SLAB RECOMMENDATIONS The Slab Performance Risk at this site is judged to be 'low' (less than 3% swell with a 500 psf surcharge). These soils may be suitable for the construction of slabs. It must be understood however, that the risk of slab movement does exist. Changes in the water content of these soils may cause the soil move, which may cause movement or cracking of slabs. If some movement of a slab is not acceptable, finished room areas should be constructed utilizing a structural floor system over a crawl space, rather than a slab. OTHER SLAB INFORMATION Should the owner elect to accept the risks of expansive / consolidating soils and the effects they may have on slabs, the following have been shown to be helpful when constructing slabs: Slabs should bear on undisturbed natural soils, or on properly conditioned and re-compacted materials, as opposed to gravel or other materials which may allow the migration of water below the slabs. If the on-site soils are not acceptable, it is preferable to bear slabs on non-expansive imported materials which are not highly granular. This will minimize the transfer and retention of water below the slab. Materials with a Liquid Limit below 30 and a Plasticity Index less than 15 are preferred. Slabs shall be isolated from foundation components by slip joints constructed to allow the independent movement of the slab. Slabs shall also be separated from any utility components by isolation joints. Mechanical equipment resting on slabs must be fitted with expandable / collapsible sections in order to allow movement of the slab without damage to the equipment or to the structure. Non-bearing partition walls must be constructed with a minimum of I Y, inches of float to allow for movement of the slab without damaging any part of the structure. All doors shall be constructed with at least a I inch gap at floor level. It is the owner's responsibility to monitor and maintain all floats and gaps as necessary. If additional information on float is needed, please contact this or any geotechnical office. Slabs must be appropriately reinforced to resist the anticipated loads as well as the effects of the supporting soils. Floor slabs must also be scored in accordance with the American Concrete Institute (ACI) recommendations in order to control cracking of the slab due to shrinkage or other factors. These scores should be a maximum of 12 feet apart. 4 Castle Rock Testing and Design Subsurface Investigation Project no. 04-3268 Pg 5 of8 If some movement of a slab is not acceptable, finished room areas should be constructed utilizing a structural floor system over a crawl space, rather than a slab. SITE PREPARATION We anticipate that additional grading may be necessary. Site preparation procedures should be performed such that the potential for standing and ponding of water around the site is minimized. Clay soils should be kept from desiccating (drying and shrinking) by sprinkling the soils occasionally. Drainage swales or channels should be created where necessary in order to route water away from the excavation and construction area. BACKFILL The backfill placed around the foundation walls should be methodically compacted to help reduce settlement after completion of construction. The top one foot of the backfill material must be relatively impervious. The on-site soils, exclusive of topsoil and organics, are suitable for use as backfill. First floor framing should be constructed prior to the backfill process, or the foundation walls should be supported by some other means. SURFACE DRAINAGE The area surrounding the structure should be graded so as to provide adequate drainage away from the structure. This is typically accomplished by utilizing a 10 percent (12 inches in 10 feet) slope down and away from the foundation, Low spots should be filled in order to prevent accumulation and ponding of water near the structure. Surface water running toward the structures from up slope areas should be diverted around and away from the structures by means of drainage swales or other similar measures. Decorative edging should be constructed to allow water to flow through, around or under the edging and not so as to cause damming of water behind the edging. Sprinkler systems should be constructed so as to keep the area within 5 feet of the structure as dry as possible. Sprinkler heads or other irrigation components should not be placed in, nor should they release water into, the area that is within 5 feet of the structure. Downspouts and sill cocks must terminate outside of the backfill area of the structure and a minimum of 6 feet from the structure. Downspouts and sill cocks should discharge into splash blocks that extend well beyond the limits of the backfill. The use oflong downspout extensions in- place of splash blocks is advisable. See the attached graphical representation of some of the above. 5 Castle Rock Testing and Design Subsurface Investigation Project no. 04-3268 Pg 6 of8 SUBSURFACE DRAINAGE In order to minimize the chances of water damage to the structure( s), a perimeter drain is required for any habitable spaces below grade built on this site. This drain may daylight to an exterior outfall location or may flow into a sump pit fitted with a pump. If an exterior outfall location is selected, ensure that the drain opening is protected by screen. See the attached diagram(s) for a typical perimeter drain cross section. LIMITATIONS In any subsurface investigation, limited data is available from which to formulate soil descriptions and generate recommendations for foundations and related construction components. The samples taken are indicative of the subsurface materials at the time and at the location the samples were taken. Precipitation, seasonal changes, and excavating are just a few of the factors which may create changes in the composition of the site. If conditions are encountered which are significantly different from those described in this report, contact this office before proceeding. This report does not address nor was intended to address any environmental issues, hazardous materials or toxic waste issues, or other subsurface situations or conditions other than those described within this report. This report is intended for the sole use of the above named client and their approved agents, This office cannot be responsible for any conclusions or recommendations made by other parties based upon the data contained herein. 6 Castle Rock Testing and Design Subsurface Investigation Project no. 04-3268 Pg 7 of8 BORING LOGS Depth (fl) #1 #2 #3 #4 #5 #6 #7 #8 2 .TOPSOil 3 4 .sand and Gravel s 6 .Clayey Sand 7 8 .Clay 9 10 .Clay, w/sand 11 ,~~ . Sandstone/Claystn Claystone, weathered Claystone - - - 1I111111 Siltstone - - --.-- . 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 7 Castle Rock Testing and Design Subsurface Investigation Project no. 04-3268 Pg 8 of8 SUMMARY OF LAB ORA TORY RESULTS Hole Depth Description % Passing Moist. Dry Densitv Blow Count # (ft.) #200 Sieve (%) (pct) (blows/inch) 1 3 Gravel and sand 8 2 nd 31/12 1 8 Sand and Gravel 11 3 nd 42/12 I 18 Claystone 84 2 nd nd (bag sample) nd - not determinable 8 ALL MEASUREMENTS ARE APPROXIMATE ~ ~ J - p/ /,\ ;5' , "- ~ ~ t! .J ;Z S- ~ ;lpI<.JG t.... ~ ~ D. f()(,/I.J/)II7IWv ".Ir j/oLG ~ ~ LOCATION AlAP . JOB NO (/'1 U ~S CASTLE ROCK TESTING HD DESIGN. INC. .