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Home My WebLink About1 Skyline Drivei CITY OF WHEAT RIDGE V, ��(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE ^, Inspection Type: r v29 Job Address: .(kt$ i,h7 T, Permit Number: 7 7 '3c, ) ❑ No one available for inspection: Time 1 , `�' Z/PM Re -Inspection required: Yes N When corrections have been made, call for re -inspection at 303-234-5933 Date: 7/? Inspector: f7 %C DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201704303 PERMIT NO: 201704303 ISSUED: 07/18/2017 JOB ADDRESS: 1 Skyline DR EXPIRES: 07/18/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles with 52 sq. *** CONTACTS *** OWNER (720)425-1233 JAMES MARCY K SUB (303)942-1386 Michael J. McCarthy 130014 Golden Spike Roofing, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2404 / APPLEWOOD KNOLLS, PARAMOUNT HE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 20,200.00 FEES Total Valuation 0.00 Use Tax 424.20 L" Permit Fee 378.65 ** TOTAL ** 802.85 *** 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. .*.' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Roofing PERMIT - 201704303 201704303 ISSUED: 07/18/2017 1 Skyline DR EXPIRES: 07/18/2018 Residential Re—roof to install asphalt shingles with 52 sq. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this erin . I further attest that I am Legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNFiTf or CONTRACTOR (Circle one) Date 1. This permit was issued based on the inf rmation 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 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 androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuan �07nceU eof a construed to be a permit for, or an approval of, an violation of any provision of any applicable cothis 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. Dane Lovett From: no-reply@ci.wheatridge.co.us Sent: Monday, July 10, 2017 4:00 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Dane Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Duplex are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 1 skyline drive Marcy James 720-425-1233 spike@goldenspikeroofing.com 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 Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number golden spike roofing 130014 3039421386 Contractor Email Address spike@goldenspikerooing.com Retype Contractor Email spike@goldenspikerooing.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing 52 Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 52 material selected above? / Does any portion of the No t/ property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES of all 52 V roofing material for this project Provide additional detail 4/12 here on the description of 2 work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 20,200 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 Michael McCarthy Email not displaying correctly? View it in your browser. 3 W&8Z2o T ,%3 Customer: Billing/Job address: X-711 114i GOLDEN SPIKE ROOFING, Inc. hereby pr for the completion of the following: Tear Off Install New _layers of roofing on /-I 4 i S i -71 Z 7200 E. Hampden Ave. #202 Denver, CO 80224 Fax 303-942-1854 Proposal a Contract � d jY /7aV�7 Date: f;-ZSr f T %,7� Phone:`_ / s to furnish the materials and perform the labor shown or described below �? �6' 4' F-, Gj :.• / I� %�e� t: �CJ%/J� Vic' tt. G� Cx'v`c» Scope of Work IV YZ- shingles with felt paper. Install 2x2 and/o'2x4 rip edge metal in��''' ' with ice and water shield v`�. ria,j'` Replace flashing at {'i?IF rloq I : { `�w` !�j Replace plumbing vent jacks. r Install'vents.' r' Valley flashing shall be �� > %r' ; f 54, V`� t Low slope roof areas will be If new 7/16ths OSB decking is needed it shall be $�^ per additional to contract. Additional items included in contract cit +-s Au, rctg\,P- Clean site and haul debris Approximate start date � 14 ��- GOLDEN SPIKE ROOFING, Inc. proposes the above specifications for the sum of: $ with payment madeo said contractor upon completion, subject to adjustments pursuant to insurance supplements and authorized change orders. �:islf.YlYl11� 5., (:;G'Is'Dt j _-�r✓� �{y .c+• GENERAL PROVISIONS GOLDEN SPIKE ROOFING, Inc. warrants all work for a period of -D years following completion. If insurance proceeds are used to pay for services rendered contractor may not waive or rebate the deductible, in part or in whole. All work shall be performed in a workmanship like manner and in compliance with all city building codes and other applicable laws. Contractor may, at its discretion, engage subcontractors to perform work hereunder, provided individuals are duly licensed to perform said work, and Contractor shall remain responsible for proper completion of this contract. Contractor is adequately insured for injury to its employees as a result of acts of employees/subcontractors, and Owner agrees to carry homeowner's and other necessary insurance. Contractor carries commercial liability insurance through the John Brown agency, Farmers Insurance, they can be contacted at 773-770-2100. Homeowner has a three day right to rescind the contract with no penalties. No down payment is required - Contractor shall not be liable for any delay due to circumstances beyond its control including weather, disaster, strikes, casualty, or general unavailability of materials. Contractor shall obtain all permits necessary for said work to be performed. GOLDEN SPIKE ROOFING, Inc. may withdraw the proposal, if not accepted within / days. Finance charges may be applied to invoices past 30 days due. -717 Respectfully submitted by: A � Phone # Accepted by: Date: " f ✓.+� r City of Wheat Ridge Residential Roofing PERMIT - 201704303 PERMIT NO: 201704303 ISSUED: 07/18/2017 JOB ADDRESS: 1 Skyline DR EXPIRES: 07/18/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles with 52 sq. *** CONTACTS *** OWNER (720)425-1233 JAMES MARCY K SUB (303)942-1386 Michael J. McCarthy 130014 Golden Spike Roofing, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2404 / APPLEWOOD KNOLLS, PARAMOUNT HE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 20,200.00 FEES Total Valuation 0.00 Use Tax 424.20 L" Permit Fee 378.65 ** TOTAL ** 802.85 *** 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. .*.' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Roofing PERMIT - 201704303 201704303 ISSUED: 07/18/2017 1 Skyline DR EXPIRES: 07/18/2018 Residential Re—roof to install asphalt shingles with 52 sq. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this erin . I further attest that I am Legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNFiTf or CONTRACTOR (Circle one) Date 1. This permit was issued based on the inf rmation 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 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 androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuan �07nceU eof a construed to be a permit for, or an approval of, an violation of any provision of any applicable cothis 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. Dane Lovett From: no-reply@ci.wheatridge.co.us Sent: Monday, July 10, 2017 4:00 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Dane Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Duplex are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 1 skyline drive Marcy James 720-425-1233 spike@goldenspikeroofing.com 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 Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number golden spike roofing 130014 3039421386 Contractor Email Address spike@goldenspikerooing.com Retype Contractor Email spike@goldenspikerooing.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing 52 Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 52 material selected above? / Does any portion of the No t/ property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES of all 52 V roofing material for this project Provide additional detail 4/12 here on the description of 2 work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 20,200 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 Michael McCarthy Email not displaying correctly? View it in your browser. 3 W&8Z2o T ,%3 Customer: Billing/Job address: X-711 114i GOLDEN SPIKE ROOFING, Inc. hereby pr for the completion of the following: Tear Off Install New _layers of roofing on /-I 4 i S i -71 Z 7200 E. Hampden Ave. #202 Denver, CO 80224 Fax 303-942-1854 Proposal a Contract � d jY /7aV�7 Date: f;-ZSr f T %,7� Phone:`_ / s to furnish the materials and perform the labor shown or described below �? �6' 4' F-, Gj :.• / I� %�e� t: �CJ%/J� Vic' tt. G� Cx'v`c» Scope of Work IV YZ- shingles with felt paper. Install 2x2 and/o'2x4 rip edge metal in��''' ' with ice and water shield v`�. ria,j'` Replace flashing at {'i?IF rloq I : { `�w` !�j Replace plumbing vent jacks. r Install'vents.' r' Valley flashing shall be �� > %r' ; f 54, V`� t Low slope roof areas will be If new 7/16ths OSB decking is needed it shall be $�^ per additional to contract. Additional items included in contract cit +-s Au, rctg\,P- Clean site and haul debris Approximate start date � 14 ��- GOLDEN SPIKE ROOFING, Inc. proposes the above specifications for the sum of: $ with payment madeo said contractor upon completion, subject to adjustments pursuant to insurance supplements and authorized change orders. �:islf.YlYl11� 5., (:;G'Is'Dt j _-�r✓� �{y .c+• GENERAL PROVISIONS GOLDEN SPIKE ROOFING, Inc. warrants all work for a period of -D years following completion. If insurance proceeds are used to pay for services rendered contractor may not waive or rebate the deductible, in part or in whole. All work shall be performed in a workmanship like manner and in compliance with all city building codes and other applicable laws. Contractor may, at its discretion, engage subcontractors to perform work hereunder, provided individuals are duly licensed to perform said work, and Contractor shall remain responsible for proper completion of this contract. Contractor is adequately insured for injury to its employees as a result of acts of employees/subcontractors, and Owner agrees to carry homeowner's and other necessary insurance. Contractor carries commercial liability insurance through the John Brown agency, Farmers Insurance, they can be contacted at 773-770-2100. Homeowner has a three day right to rescind the contract with no penalties. No down payment is required - Contractor shall not be liable for any delay due to circumstances beyond its control including weather, disaster, strikes, casualty, or general unavailability of materials. Contractor shall obtain all permits necessary for said work to be performed. GOLDEN SPIKE ROOFING, Inc. may withdraw the proposal, if not accepted within / days. Finance charges may be applied to invoices past 30 days due. -717 Respectfully submitted by: A � Phone # Accepted by: Date: " f ✓.+� r A 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: d -y 'V 1- 6 A6 Job Address: Y %' Permit Number: _7 0 /` / 6� /_;C;> Re -Inspection required: Yes (NO/ When corrections have been made, call for re-inspepoon at 303-234-5933 Date: Inspector: L^� DO NOT REMOVE`THIS NOTICE 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ® (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: //0,0 Job Address: SAY Permlit Number: ? 1/ ri FT //9 7— k . f,�d �C. ot!-AJ`l C - i :_ z, J No one available for inspection: Time AM/PM Re -Inspection required: Yes. When corrections have been made, call for re-insp erfiat_) at 303-234-5933 Date:—'/!! inspector: DO NOT REMOVE THIS NOTICE t i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection tine (303) 235 -2855 Office - (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: /pit Ili 7 l; i 0 No one available for inspection: Time AM �M Re- Inspection required: Yes No) "When corrections have been made, calf for re- inspection at 303 - 234 -5933 Date: 116 /j!i Inspector /6 ", DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE !� Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECT NOTICE Inspection Type: Pots i Job Address: v d i A" Permit Number: /01U& ❑ No one available for inspection: Time j A /PM Re- Inspection required: �*es No "When corrections have been ade, calf for re- inspection at 303-234-5933 Date: 64 f ' (0 Inspector: DO NOT REMOVE THIS NOTICE l I �. INSPECTION RECORD Occupancy /Type INSPECTION 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. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS .JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons -- Lath / -Wall tie -` Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic _.. Electrical Service Weatherproof / French Drain - Rough Electric Sewer Service Lines Rough Plumbing _.. _.... ',. Water Service Lines _....... _ _..... _...... Rough Mechanical CONCRETE SLAB FLOOR Electrical (Underground) _ Plumbing (Underground) Heating (Underground) ROUGHS Sheathing -- Lath / -Wall tie -` Mid -Roof _.. Electrical Service - Rough Electric Rough Plumbing _.. _.... ',. Gas Piping _....... _ _..... _...... Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PRO( CITY OF WHEAT RIDGE Framing 05/03/10 2:49 PH cdba Insulation Tracy L. Frank Drywall Screw RECEIPT ND:CDA @04266 AMOUNT BPSP Reroof 46 sgs with 8 365.71 FINALS 1 81118 Permit Fee _ _ 217.50 Electrical Use Tax 148.21 Plumbing PAYMENT RECEIVED AMOUNT_ Mechanical VS 0310 365.71 - -Auth Code: Roof 335106 Building Final TOTAL - --- -- - --- - - -- - - 365.71 Fire Department -- - - -- R.O. W &Drainage INSPECTIONS FOR PLANNING Hi ZONING, FIRE AND PUBLIC WORKS SHOULD Parking & Landscaping BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. * NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER MAY /03/2010/MON 03:43 PM Seaback Roofing FAX No,281 345 2441 P,001 /001 r City of `6 Wh6at R�C [ t �: COMMUNITY DEVELOPMENT Permit #: o Building Division 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303- 235 -2855 * Fax: 303 -237 -8929 Inspection Line: 303- 234 -5933 Facsimile Building Permit Application Property Address: Property Owner Iplee Mailing , Address: City, State, Zip: Contractor: Contractor License #: Sub Contractors: Company Name: License #: Expiration Date: Trade/Profession: Approval: Use of space (description): �L` �(�r( ak Description of work: 1 t` I Value (d�'F p s So�1t "Yt Plan Review (due at ame of submittan: $ Sq,Ft. /LFt added : Squares! ` BTU's Gallons Amps OWNERiCON1 RACTOR 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 comolianw with the Wheat Ridge Budding Code (1.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field Inspection. CIRLCEONE:: (OWNER) CONTRACT or PERSONAL REP SENTATI of (OW,ftNIZR) NTRATOR) PRINT NAME: SIGNATURE: �S�YIF I, Date4 5 �J� N DEPARTMENT USE ONLY ZONING COMMENTSLJn1EP ing: wsr- OMMEMS: er. TWENT COMMENTS: OCCUPANCY. _ er, r: 0 approved wl comments ❑ disapproved 0 no review required Bldg Valuation: $ [C redit Car�yment: a credit card listed on file. Date:�J l a rint name:' Signature: iifferent than property address) City of Wheat j�id I COMMUNTry DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29 °i Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2855 F: 303.237.8929 City of Wheat Rifte Re- roofing requirements Permits are required to be obtained prior to commencement of work and displayed in a location visible from the street. Work initiated prior to obtaining a permit or without valid City of Wheat Ridge contractors license will result in the addition of an investigative fee equal to the cost of the permit and may result in issuance of a municipal summons. 2. Roof decks with spaced or board sheathing that are to receive asphalt roofing products or clay /concrete tiles and that have any gap exceeding %2 -inch shall be required to be overlaid with panel sheathing such as plywood or OSB that is a minimum of 3/8 -inch in thickness. Amendment of existing permits is required if the need for installation of sheathing is discovered after permit issuance and sheathing installation was not previously indicated on the permit. Inspection of sheathing installation is required prior to installation of any roof covering materials. Sheathing shall be nailed with nails spaced at a maximum of 6 inches on center at edges and 12 inches on center in rows not further than 24 inches apart. All asphalt shingles complying with ASTM D3161 Class F are permissible for use. All asphalt shingles are required to be nailed with a minimum of six(6) nails per shingle. Asphalt shingles may not be installed on roofs below 2/12 pitch. Asphalt shingle installations on roofs pitched between 2/12 and 4/12 require installation of two layers of underlayment offset nineteen inches. 4. Ice and water membrane underlayment complying with ASTM D 1970 and extending a minimum of two(2) feet inside the exterior wall line is required at eaves of all conditioned (heated) structures. 36 -inch wide 90# mineral surfaced rolled roofing or 24 -inch wide galvanized metal is required to be installed in valleys. Ice and water membrane may not be substituted for rolled roofing or metal as valley lining. 5. Drip edge flashing is required at all eaves regardless of conditioning. Edge metal is not required on Rakes. 6. Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting or a demonstration that the opening provided in the ridge venting (.75 x the actual opening) is of adequate volume to meet applicable code requirements. 7. A midroof inspection for asphalt rolled or shingle roof coverings is not required for permits purchased on or after April 19, 2010. A midroof inspection is required for tile roof covering installations. When a contractor is listed on the permit, a ladder shall be provided on site and secured at the time of inspection, and permission to enter the yard is required if the inspector must pass through a fence or enter the rear yard of the property to access the ladder. Inspectors will not go through fences or enter rear yards without penmission or when pets are present. 8. A final roof inspection is required to complete and close permits. When a contractor is listed on the permit, a ladder shall be provided on site and secured at the time of inspection, and permission to enter the yard is required if the inspector must pass through a fence or enter the rear yard of the property to access the ladder. Inspectors will not go through fences or enter rear yards without permission or when pets are present. In order to pass a final inspection on commercial elastomeric or similar type roofing, a letter of inspection and approval from the manufacturer's agent stating that "the application of the roof at (project address) has been applied in accordance with the installation instructions for (roof material brand name) roof covering" shall be provided. 9. If a requested inspection cannot be performed due to inclement weather, the contractor and /or property owner are responsible for canceling the requested inspection no later than 8:30 a.m. on the day of inspection. If an inspector arrives to perform a requested inspection that cannot be conducted and has not been canceled, a re- inspection fee of $60 will be assessed and will be required to be paid prior to the next inspection. For additional questions concerning permitting and roof installation requirements, contact the City of Wheat Ridge Building Division at 303 - 235 -2855. INSPECTION RECORD OccuDancvlTvDe IRANSPECTION 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. Electricals. � �( p 09 D INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR , INITIALS :.COMMENTS: FootingE ns Mechanical Stemw) Concrete Encase '. Roof` - Reinforonolithic -.. Weatherench Drain Building Final " "' 7 Sewer Snes Fire Department t Water:Ses t FINALS ' Electricals. � �( p p Plumbing: Mechanical Roof` - -.. Building Final " "' 7 7 Fire Department t t R.O.W & Drainage INSPECTIONS FOR P Parking &Landscaping BE CALLED AT LEAS T ONE WEEK PRIOR TO FINAL INSPECTIONS. "NOTE: ! ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZO CERTIFICATE OF OCCUPANCY IS ISSUED FINAL INSPECTION BYTHE BUILDING DI OFA CERTIFICATE OF OCCUPANCY NOR PERMISSION . FIRE AND PUBLIC WORKS SHOULD NING, BUILDING AND PUBLIC WORKS BEFORE A VISION DOES NOT CONSTITUTEAUTHORIZATION FOR OCCUPANCY. UCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED v;. PROTECT THIS CARD FROM THE WEATHER i 30IlON- ;glgL'3n0/N3H 10N 00 , -joloodsul <7/ - 77 - :azea 8665-pre-eoe x ugioedsqpej iol peo spew ueag aneq suglj00JJ00 ueyM * oN sa), :paalnbei uol}oadsul -aa WdCWtl)� awl :uoijoadsul jol algeliene auo ON ❑ 6 _J a :aagwnN Mwaad 777 :odA1 uolloodsul 301ION N01103dSNI X9V 6e68 -LE3' (80E) • e 9980-90E (EOE) � egry uglJoedsul gg69-PS. (COS) J uolsinia uolloodsul6ulpllna !... 30018 IV3HM dO A110 41 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: �z Job Address: Vr Permit Number: U Z q6 ❑ No one available for inspection: Tim , �Y)PM s 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 ♦ i CITY OF WHEAT RIDGE ~-j Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: rn rv±r~aFnc9r ~t 4F ~r:ft~ ,a,,~ Job Address: 1 ~r, F'?sP k/v+ r Permit Number: ❑ No one available for inspection: Time M Re-Inspection required: Yes IVo When corrections have been made, call for re-ins action at 303-234-5933 Date: - IL Inspector: A r DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Bung Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: F~c Job Address: Shc~~„vf X61. Permit Number: 617~y9G ;2.) ..rain 7D 9/ae// A,, /2V 73 -v rte? rs fi Ply~-i~ Sri rr~~ 7' cst/o/9 N,C ,~-r3sd~ w. ,~ifC• /rtis'~F^c i-r~s9./ ❑ No one available for inspection: Time 3,'--,7o AM<M Re-Inspection required: es: When corrections have been made, tali for re-inspection at 303-234-5933 Date: /I /m2 Z Inspector: ~g DO NOT REMOVE THIS NOTICE ♦ A 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 e. Al. Inspection Type: _ Job Address:. Permit Number: _ i ❑ No one available for inspection: Time 1 AM PM 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 ♦ 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: f~ Job Address: f! ~~~h~ Permit Number: ->6c?7 i ❑ No one available for inspection: Time CI r Q,/A /PM Re-Inspection required: Yes (No 'When corrections have been made, call for re-inspection at 303-234-5933 Date: I ~G Inspector:Y s - ~f DO NOT REMOVE THIS NOTICE y~,4 ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE r Inspection Type: 11,-AZ 9v/9 Job Address: Permit Number: ~c?.2 77G ❑ No one available for inspection: Time -7,' SS AIVIA~M ) Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: ,3 a Inspector: 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: Permit Number: r q ?4 ~r ❑ No one available for inspection: Time / c~'OAM/ M Re-Inspection required: ' Yes No *When corrections have been made, call for re-inspection at 303-234-5933 Date: I f h l l f~ Inspector: t e i D O NOT REMOVE 1 HIS NOTICE ♦ i CITY OF WHEAT RIDGE r Bung Inspection Division 1 (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Foo7-i I& Job Address: / SKyl„y~ D9 Permit Number: 09279 ❑ No one available for inspection: Time /o AMfM Re-Inspection required: Yes No When corrections have been made, call fo~rre-inspection-at 303-2345933 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: /pF43,4,0 Job Address: > sdl«/. s na . Permit Number: t-9W79'6 P~ eA~t efJVF Q ❑ No one available for inspection: Time J e' AM PM Re-Inspection required: Yes *When corrections have been made, call for re-inspection at 303-2345933 Date: 11/eG /0 9' Inspector: ij i DO NOT REMOVE THIS NOTICE da A1VJ Sa v S~~~ T> 0 /JquI FoX-L d q S7 9S &V )0 1CO.OF '0") Ll 76 ;4 T- wr 7 R1JZ co, 9004 City of Wheat Ridge roooor Residential Addition PERMIT - 092796 PERMIT NO: 092796 ISSUED: 09/28/2009 JOB ADDRESS: 1 SKYLINE DR EXPIRES: 03/27/2010 DESCRIPTION: Master Bedroom addition (400 sq ft.) CONTACTS owner 303/237-0556 Mark James sub 303/522-0784 09-0296 Linco Enterprises PARCEL INFO ZONE CODE: R-1 USE: SFR SUBDIVISION: 0676 BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 37,.400..00 - FEES Permit Fee 679.39 Plan Review Fee - 441.60 vD90Da71 Total Valuation .00 Use Tax 673.20 TOTAL. 1,794.19 Conditions: AT.: Using same setback as existing structure. Permit approved.' KC: Approved per plans & notes on plans. Note: Owner/Contractoris responsible for locating proeprty lines and constructing improvements according to the approved plan and required - development standards. The City _is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from. inaccurate information. Must comply w/ 2003. IRC- & 2005 NEC: - - - I hereby. certify. that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, an ega Iare accurate; that I have read and agree to abide by all conditions printed on. this:. application and tha J ume ibi Iityfor compliance with the wheat Ridge Building Code (I.H.C) and all other applicable Wheat g i. n rk der this permit. Plans subject to field inspection. Signature of on r or/owner. date 1. This permit wasissued in acco da ce with the provisions set forth in your application and is subject to the laws of the State of Colorado and, to the Zo ng Regulations and Building Codes of Wheat Ridge, Colorado or any other. applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to.. expiration. date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, a v "I tion of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan rev*'; ect to field inspections. Signature of Ck55,@f Hurl drngOff rcial - date ~OF WFiEgT~iO City of Wheat Ridge Building Division m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 c o Inspection Line: 303-234-5933 OCORP~ Building Permit Application Property Address: -t+ I ~Cy L/#\) t~-- 4!o . Property Owner (please print): d- M Mailing Address: (if different /than ,property address) Address city, State, Zip: X-1 i jo al S Contractor: LiNcy SOWP.QlL50, t,L,e Contractor License#: Phone: '1~t)3 .5"~?-J-- Sub Contractors; Electrical City License M Company: Exp. Date: Plumbing City License Company Exp. Date: Dater Plan #:01-6,ZC~) Permit Phone: 303 a37- 05 Mechanical City License Company: Exp. Date: Use of space (description): Construction value: $ DeSCI'IptlOn of work: (as calculated per the Building Valuation Data sheet) Plan Review (due at time of submittal): $ J' Sq. Ft./L.Ft added: 4,00 Squares BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. C)RLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) inn e nAAA(~ w ~*A/,, PRINT NAME: M Jk,~C SIGNATURE: Date: r i LOT 3 0 c ZZ M 84 r zm z z c I 1 1 j ~y m O z 1 1 ; Na «K• B ce: N4 p. - ro F \ µ \ L 1 d a l d ° k$ i 1 = - !CC I r. C i 1 CON. , r O 70.0 Y1 i Z 0 1 STORY BRICK I I #1 ~ L 0 - ~ S. 21 .5' 27.5' 14.0' - , ' CIf ~ d d p N N ~ COV. CON.1 ..a _ fC71 I V f 1 cl) C 0 I s 6 N T , T a 125 p W p m N C ro 0 m V KYLINE DRIVE - 50' R O W o S N . . . . 7C -v E ~ ~ m v ay h d ~ a o ~ a° o N m A - N $ ~ y N y 9 Q -L N O N N E °c m n ~ n c s v c " z o V ~ dv V W ~ ~ m7 V o m 0 9~ O ; ~ C O 0 h d' y a N ~ N rT Q a O ~ ^ W=0 U N °L> J C = ~ > 3 3 m N = ~ d W LL a y $ o ~ Oow N p $ta N ~ ~ ~ ~ L O Si 2 U " N d O H 9 ~ ~ i M••1 U N ry .,2 E W 3 m ~ W m o Q, a ~ C~ U = ~t d ° a A ~ $ U a c y n o > c ~ n Z a c w _ U, O x a n ~ 7D a Z p a o ~ Q V O } u~ LL ~ Q W Lii 2 J r Cl. Q ~ a w O O N ~ 2 U N ~ ~ ~ ~ U J C ~ 9 O ~ a~ L ~ U o ~ d ~ ~ O o ~ N (0 ~a d U L. u C ~ N E a w ~ c A U z° O x ~ C v m m U R N C E < a O N Date: A Certificate of Occupancy or Compietion has been requested for: PuRPOSe or SrQUCruRe: o?a Building Depar[ment Approvali Remarks: ~ Zoning Approval: Remarks: Public Works Approval: Remarks: Fire Marshall. ApprovaL• (lf Applicabie) Remarks: San'ttation District Approval: (If Applicable) Remarks: Water Disuict Approval: (If Applicable) Remarks: Building Permit Number : 14621 Address: Description: 1 SKYLINE DR I 22' X 36' DETACHED GARAGE Inspection List a~~~u1 - do ~ Number 29 T e OUNDATION Date 11/1/2002 roval OK/BG Remarks 97 EARLYAM FOUNDATION 11/8/2002 ok/b 13 1 [ EMP SERV METER ELEC 12/31I2002 37923 F 1/29/2003 di s/b 38009 ROOF 2/11/2003 ok/b 39933 E-SERV 7/21I2003 OKIBB EMR 40082 RE 7/30/2003 OK/BB 43077 FE 3I9I2004 DIS/CCI GARAGE- NEED GFCI PROTECTED OUTLETS 43095 FE 3/10/2004 OK/CCI 43235 FB-GARAGE 3/24/2004 OK/CCI FINDJ DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number Date 14621 10/10/02 Property Owner: LOUISE ANN MARTENSEN PropertyAddress : 1 SKYLINE DR Contractor License No. : Company: Phone : 237-0556 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.B.C.) and all other applicable Wheat Ridge ordinan es, for work under this permit. (OWNER)(CONTRACTOR)SIGNED2~~)~ DATEZV VOa Description : 22' X 36' DETACHED GARAGE Construction Value : $15,000.00 Permit Fee : $251.25 Plan Review Fee : $0.00 Use Tax : $300.00 Total: $551.25 Use : ~)J . cK4~ _T gs Zoning Cqmmenl*; Approval : MLC Zoning : R.1 9uiltling t'Yotnmen{f[` Approval: g(', Public Works'Comiments: Approval : Occupancy : Walls BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : 792 SEuATTACHED RESOLUTION CASE # WA-02-07 10/10I02 Roof : Stories : Residential Units : Electrical License No Company: Expiration Date : Approval : Plumbing License No : Company: Mechanical License No : Company : Expiration Date : Approval : Expiration Date : Approval : (1) This permit was issued in accordance with ihe provisions set forth in yopur appliwtion and is subject to ihe laws of the Stale of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable oNinances of the Ciry. (2) This permit shall expire i( (A) the work authonzed is not commenced within sizry (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If ihis permit axpires, a new permit 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 nol exceetled one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall be tlone that will change the natural Flow of water causing a dreinage pmblem. (5) Contractor shall notify the Building Inspector hventy-four (24) hours in advance for all inspections and sha0 receive wririen approval on inspection card before proceediing with successive phases of ihe job. (6) The issuance of a permit or the approval of drawings and specifications shali not be construed to be a pertnit for, nor an approval o( any vialation of ihe provisions of the byilding codes or any other ordinance, law, rule or regulation. ~~~inweCtDr THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ~''4, ~ / DEpARTM~NT OF PLANNING AND DEVEIAPMENT Building Peffiit Number: BUILDING INSPECTION LINE - 303-234-5933 Date: CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) ~~LWATtON ProperryOwner: (_ovrSG /-FNAI "44YTt'iVSA-Al Propercyaaaress: zii skruNC. a2 Pnone: aa't-bss-~ Comractar License No.: w 14Xn7 121 tlf; ✓c P e. $o dt S Phane: H 31- 1 7/ 7 CamPanP: _ OWN&F/CONIRACPOR SIWATUR& OF ilfID&R9TAIVDING MID AGRffieffiiT / b a ~e I heazby wKifY that the aetbaek disfmam PioPosed bY this pacmit applicrtiou aro LOI1SCLllCt10II v31ll0: ,~ma* and ao not v;obte applicabu orainances, Mies a msatsam oruo cisy Permit Fee: of wnue xiage u coomsirK w restrictions oc recore; thst .u Plan Review Fee: mosaoramants swvvj4 ana .uegaaons made m accurato: tue i b.,,e rna .oa agme to nbide by all conditiona prinked onUvs applicationv and flzt I essume flill T TeP Tar• . :syponaij,ilitr for comrsnace w;th ihe wLeas dias ecde ([r.E:c) and . Total: all oWar nppliceble Wheat Ridge Ordiasnc+.s. /wj vad~tLis p~it . YY^G^ Q/FJ~/ nemv 7 . De'scription: 67 d . . ' rn~ Zoning:R-r Approval:,6~G. sililliffillum: Appxoval: BUII,DING DEPARTMENT IISE ONLY tu c~~hsc~-JwSd~t~ A eaa#:- wR-oa-o7 %G A'- Occupancy: Walls: Roof: Stories: RpcF F -IGa Elechical License No: Plumbing License No: Mechanical License No: Company: C°mpanY: COmPany Expuation Date: Expixation Date: Expiration Date: Approval: Approval: APProval: (1) Tnia Pemiit wn iasued in uemd+uea with the protisions set foxth ia Your +PPliution md ia subjact k tlu Lwa of the Stete of Colmzdo and W the Zonme Regdatiooa avd Bvildina Code of V2eet RidBe. Colondo oc auY other appli<nble o[d'mmcm ofthe City. (1) 17ila Pumit ahaLL mcPua if (A) the wodc authad'md is not commmced withm a,d.Y (60) d^Y" frmmisme date or (B) thn buildmH aut]wtiud ia m+Peodad oc ebeudcnedfac a padad of 130 daya. (3) If tSis pwnit azpixes, a new Permit m+Y be acquimd foc a fea af ona-LalYtha amowt norr+1lY re4uired. Wm"ia°a eh°°haro bam ar willbe mede in the mi~alPlaos and sPecifiw¢ona md em/ wPmaimor abmdwmeot6s+not arceeded are (I) Yaaz. If ehan8es Lave been a[ if auaPmsimi a e6mdo=ent wcceeds oae (1)yaat, fiill frm shall be peidfoc aaeavpermit (4) NowodtafauYmmartshall bedomtLatwillch+nee themaadflowofwatccawin6adceivpprobtam (5) Coatactarshallmti!'YtheBvildinginspecter twrmt5'"fouc(24)homsmadvmcefaraLL+n+Peetionsmdshall xecaivewriCmaPPm'ietm iwpectimcssdbefoce loc°edip8 withauccmaiveplwex efthejo6. (6) The isnunee of a pemit oc the +PPmr^t of dmw+op "TMA aPacificetims sfiall mt be caatued m 6e a permit for, aor an approval oL vA'violetirm ofthe pranuoos ofthe bvildin6 codm ar my othar oidinanc4 Lm, rvle m [e6ul+4oa 'ef Blril i spector City of Wheat Ridge Planning and Development Department Memorandum TO: Applicant ; File FROM: Alan White, D'uector of Plazming and Development SUBJECT: WA-02-07 / 1 Skyline Drive DATE: September 9 2002 Case No. WA-02-07 is an application by Loretta Kay Entenman, in caze of Louise A. Martensen, to request an administrarive variance; a three (3) foot variance from the required thirty (30) foot side yard setback when abutting a public street. The property is located at 1 Skyline Drive and is zoned Residential-One (R-1). Pursuant to Section 26-115 (C) of the Wheat Ridge Code of Laws, the Zoning Administrator is empowered to decide upon applicarions for a minor variance or waiver (10% or less), without requirement of public hearing, provided that the following conditions aze met: 1. The variance or waiver does not exceed ten percent (10%) of the minnnum or maximum standazd; and 2. That the Director of Planning and Development finds that the "findings of fact," as set forth below, are substantially complied with and support the request; and 3. The Director of Planning and Development has notified adjacent property owners by letter notice and posting of the site at least ten (10) days prior to rendering his decision, and that no protests have been received in such ten-day period ; and 4. That no addirional dwelling units would result &om approval of such variance or waiver ; and 5. That the limitations of Charter Section 5.10.1 are not exceeded. If all the conditions above are met, the Director of Planning and Development may issue an administrative variance provided the findings of fact below aze met: Findings of Fact:, The Director of Planning and Development shall decide upon a request for a variance or waiver, and shall base his decision in consideration of the extent to which the following facts, favorable to the applicant, have been established by the evidence: 1. Can the property in question yield a reasonable return in use, service or income if permitted to be used only under the conditions allowed by regulation for the dishict in wluch it is located? 2. If the variarion were granted, wouid it alter the essential chazacter of the locality? 3. Does the particular physical surrounding, shape or topographical condition of the specific property involved resuit in a particulaz and unique hazdship (upon the owner) as distinguished from a mere inconvenience if the strict letter of the regulations were carried out? 4. Has the alleged difficulty or hazdship been created by any person presently having an interest in the property? 5. Would the granting of the variance be detrimental to the public welfaze or injurious to other properry or improvements in the neighborhood in which the property is located, by, among other things, impairing the adequate supply of light and air to adjacent property, substantially increasing the congestion in the public streets or increasing the danger of fire or endangering the public safety, or substantially diminishing or impairing property values witlrin the neighborhood? 6. If criteria one through five aze found, then would the granting of the variance result in a benefit or contribution to the neighborhood or the community, as distinguished from an individual benefit on the part of the applicant, or would granting of the variance result in a reasonable accommoda6on of a person with disabilities? This request for an administrative variance meets all applicable conditions as required by Section 26- 115(C) of the City of Wheat Ridge Code of Laws. Staff has not received comments in opposition to this request &om the surrounding neighbors. Case No. WA 02-07 is hereby : IJ APPROVED ❑ DENIED ❑ WTTH CONDITIONS : LI/J WITHOUT CONDITIONS ~k !i9I0•z Zoning Administrator (Date) ~ m cn ~ ~ ~*w ~ z c m }T'~ Y MZG^ LOT 3 0 Ti f -r r Z 7 rY ~ ~ r ' t) ~ i ~ y ~ z a v N . ~ m C rv. > > 7~ tti tT ~ O~j -"1 N ~ I C, > i ~ Q~ ~J « sKYE.tNE DRIvE sa` R.O.W. August 8, 2002 Mazk and Marcy James 1 Skyline Drive Wheat Ridge 80215 (303)237-0556 Detached Garaee Foundation Measures 22'x 36'feet. It will be comprised of reinforced concrete three feet deep and eight inches wide with a 6" slab floor. Exterior Will be 2x4 construction with R15 Insulation and 4" brick. Windows Will be double paned vinyl. Walls North Wall will be brick half way up the wa11 with T1-11 on upper portion of wall and will include two 4'x3' windows. South wall will be brick up to eves of house. Will include a 16' overhead garage door and a 4'x3' window. West wall will be brick up to eves of house and will include one 4'x3' window. East wall will be brick up to the eves and will include a 3' entry door and an 8' overhead gazage door. Roof 2x4 Trust on 24" centers. plywood covered with 30# roofing paper and three-tab asphalt shingle. Interior Electrical 200 AMP service with buried underground sub-feed to house panel. Area lighting and convenience outlets. Walls 5/8" Drywa11 r0" fOM! 11,t I 's at ~ 1 r ~ ~ N ~ N ~ ~too.o 'sjtamx Mow MW SZQPAO A?"T1G _ . 01F1"I306JU rtkL +row.e a x a FAAW" WALL& caMOMrt SLA* CROrSS•SECTIQN 02JAMES iT01 .'2'0-, 3-2-5 ~ 5-10-4 , 17-0-0 16-1-12 18-9-11 22-0-0 24-0-0 2-0-0 3-2-5 2-7-75 5-1-12 5-1-72 24-15 3_2-5 ' y p pazs = 5x6 = /x6 = 4a8 = ~ f ~ o' a scaie = 1:62.2 316 0 I 34-5 . 5-0'0 16-1-12 17-0,0 22-0-0 3'2-5 1'9'11 10-3-8 0-10-0 3-2-5 0-10-4 1-9-71 Plate OffseLS (X,Y): [2:0-1-1,0-0.41, I5:0-1-12.0-5-01. 2,0-3-O1, [8:0-i-12.0-3-O1, [00-5-0], I12:03-10,0-2-8]. [15:0-3-0 0-6-41 [1603-8 0 5 4 - - 1 [77:0-4-0Edae1 . , I LOADING (psf) ~ TCLL 30 0 SPACING 1-4-0 I CSI DEFL in (loc) Vdefl PLATES GRIP . , ~ TCDL 7.5 Plates Increase 1.15 TC 0.81 Lumber Increase 1 15 I 64 15-16 >408 MII20 Vert(LL) -0. 169/123 . BCLL 0.0 . BC 0.77 Rep Stress Incr YES I WB 072 Vert(TL) -0.77 15-16 >340 ' 'H j BCDL 7.5 Code UBC97/ANSI95 i (Matrix) orz(TL) 0.05 12 n/a tst LC lL Min I/deFl = 240 ' wAi„tir 19n ik i ~umccrt i TOP CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD 2 X 6 SPF 1650F 1.5E •ExcepY 82 2 X 8 DF 1950F 1.7E . W12X4SPFNo.2,W32X4SPF1650F1.5E W32X4SPF1650F1.SE , LBR SCAB 3-7 2 X 6 SPF X 1650F 7.5E one side 7-11 2 X 6 SPF X 1650F 1.5E one side ' REACTIONS (Iblsize) 2=180510-3-8, 12=1805/0-3-8 Max Horz2=226(load case 3) i Max Uplift2=162(load case 5), 12=162(load wse 5) WEBS 2 X 4 W W Stud •Except' BRACING TOP CHORD Sheathed or 4-11-3 oc purlins. BOT CHORD Rigid ceiling direcUy applietl or 10-0-0 oc bracing. I FORCES (ib) - Flrst Load Case Only TOP CHORD 1-2=55, 2-3=3021, 3-4=2g59, 45=2683, 51'i=1717, 6-7=1617, 7-8=1610, 8-9=1723, 9-10=2661, 10.11=2915. 11-12=2977. 12-13=55 BOT CHORD 2-17=2393,16-17=2390,15-16=1850,14-15=2346,12-14=2337 WEBS 6-18=3964, 8-'18=-3964, 5-16=1561, 9-15=1510, 4-16=654, 10-15=-590, 7-18=504 i NOTES 1) This Wss has been designed for the wind loads genereted by 100 mph winds at 25 ft above ground level, using I 7.5 psf Wp chord dead load and 7.5 psf bottom chord dead load, 100 mi from hurticane oceaniine, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porehes exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate gnp increase is 1.33 ~i 2) This Wss has been designed for a 10.0 psf bottom chord live load nonwncurtent with any other live loads per Table No. 16-8, UBC-97. 3) Ceiling dead load (10.0 pso on member(s). 5-6, 8-9, 6-18, 8-18 4) Bottom chord live load (125.0 pso and additional bottom chord dead load (10.0 psf) applied only to room. 15-16 5) One RT7 USP connectors recommended to conned Wss to bearing walls due M uplrft at jt(s) 2 and 12. 6) This Wss has been designed with ANSIlfPI 1-1995 criteria. LOAD CASE(S) Standard 6xB 10x16 - 5-Ng4 = 18-9-11 Job Truss Truss i ype Qty Pfy Manc James Ga2ge i02JAMES iGEt FINK Ip 1 s 2-0-0 11-0-0 17-0-0 2-0-0 4x6 = Swle = 1:511. 8 ~ 9 7 i e-0Oi12 ~ p I " / , I ST6 I ~ 7~\ a 5 Y , ST-5 STS ~ ~ 1 t I ~ I 4 9T4 ' ST4 ~~1 ~ 973 12 ST3 ' 3 I 8T2~~ 11 ~ Z~ I ~ I ~ ~ I I I ~ '6 9] ~ HN1 14 ~ ~ 61 ~ ~r":~ ~ . ' .l . f~' . -q2 -^'Y , ; ~ t5'b O 27 26 25 24 23 22 21 20 19 18 17 163x8 ~ 3xe II . 3x4 = 22-0-0 22-0-0 I Plate Offsets (X Y)~ [270-0-7 Edae] f14 :0-0-7,Edae! LOADING (psf) I SPACING TCLL 30.0 Plates Increas 2-0-0 1 1 CSI ' ' DEPL in (lac) ildefl PLATES GRIP I e TCDL 7.5 . Lumoer Increase . 5 1.15 . TC 0.40 BC 028 Vert(LL) n!a n/a ~i MII20 1691123 Vert(TL) 0 06 1 2 BCLL 0.0 Rep Stress Incr YES . WB 0.21 . . - >390 Ho2(TL) 0 01 14 nia I BCDL 7.5 I Code UBC97/ANSI95 I, (Matnx) . . tst LC LL Min I/defl = 240 'Weignt: 103 Ib I ILUMBER TOP CHORD 2 X 4 SPF No 2 BRACING i . BOT CHORD 2 X 4 SPF N0 2 TOP CHGRD Sheathea or 6-0-0 oc purlins. . I, OTHERS 2 X 4 W1N Stud'6ccepP BOT CHORD Rigid ceiiing directly aopiietl or 10-0-0 oc oracing. 'ST62X4SPFNo.2 WEDGE Left: 2 X 4 WW Stud, Right: 2 X 4.WW Stud , REACTONS (Ib/size) 2=367/22-0-0, 19=10/22-0-0, 14=367/22-0.0, 22=159122-0-0, 23=175122-0-0, 24=183l22-0-0, . 25=173/22-0-0, 26=206/22-0-0. 27=-45/22-0-0. 21=177/22-0-0. 20=17722-0-0, j 18=167/22-0-0, 17=208122-0-0, 16=-45122-0-0 j Max Ho22=340(load case 3) I Max Uplift2=300(load case 3), 14=-296(load case 5),.23=91(load case 4), 24=-106(load case 5), 25=88(load case 4), 26=-129(load case 4), 27=-45(load case 1), 21=84(load case 3), , 20=-109(load case 5), 18=-90(load case 3), 17=128(load case 3), 16=-45(load case 1) Max Grav2=367(load case 1), 19=18(load case 2), 14=367(laad case t), 22=242(load case 5), ; 23=175(load wse 1), 24=183(load case 1), 25=173(load case 7), 26=206(load case 1), , 27=175(load case 3), 21=177(1oad case 1), 20=177(load case 1), 18=167(load wse 1), . 17=208(load case 1), 16=153(load case 5) II FORCES (Ib) - First Load Case Oniy TOP CHORD 1-2=72. 23=89. 3-4=$0, 45=-67. 5-6=-65. 6-7=-66, 7-8=19. 8-9=-64, 9-10=-66, 10-11=-65. 11-12=fi7. 12-13=-60. 13-14=-89. 14-'I 5=72 BOT CHORD 2-27=20, 26-27=20, 25-26=20, 24-25=20, 23-24=20, 22-23=20, 21-22=20, 20-21=20, 19-20=20, 18-19=20, 17-18=20, 16-17=20. 1416=20 I WEBS 8-22=129, 7-23=-146, 6-24=-152, 5-25=147, 426=-163, 3-27=-42. 9-21=-146. 10-20=152, ...11-18=-147, 12-17=1 63. 13-16=42 ' NOTES 1) This Wss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 7.5 psf top chord dead load and 7.5 psf bottom chord dead load, 100 mi from hurricane oceanline, on an 'occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASGE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not . exposed to wind. The lumber DOL increase is 1.33, and the plate gnc increase is 1.33 nuetl on Jab Truss Truss Type , Qty PN MaAc James Garege ~i 02JAMES GE t FINK . NOTES ay~. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail 3) All plates are 1.5x4 MII20 unless otherv✓ise indicated. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC-97. 7) One RT7 USP connectors recommended to connect truss to bearing walls due to uplik atjt(s) 2, 19, 14, 22, 23, 24, 25, 26, 27, 21, 20, 18, 17, and tE 8) This Wss has been designed with ANSIlfPI 1-1995 criteria. LOAD CASE(5) Standard zs I ~ N' e o' 3-2-5 5-0-0 16-1-12 17-0,0 22-0-0 3-2-5 1-9-11 10-3-8 0-70-4 3-2-5 0-10-4 7-9-11 I LOADING (psq I ~ TCLL SPACING 1-4-0 CSI I DEFL in (loc) Vdefl ! TCDL 30.0 7 5 I Plates Increase 1.~5 TC 0.81 Vert(LL) -0.64 15-16 >408 ~ BCLL . , 0.0 Lumber lncrease Rep Stress Incr 1.15 , YES BC 0.77 ~ Vert(TL) -0.77 15-16 >340 i BCDL 7.5 'I Code UBC97IANSI95 ' WB 072 (Matnx) Horz(TL) tst LC LL 0.05 12 Min I/defl = 240 n/a iLUMBER : TOP CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD 2 X 6 SPF 1650F 1.5E'ExcepP 822X8DF1950F1.7E . WEBS 2 X 4 WW Stud'Except' 'W12X4SPFNo.2,W32X4SPF1650Ft.5E W3 2 X 4 SPF 1650F 1.5E , LBR SCAB 3-7 2 X 6 SPF X 1650F 7.5E one side 7-11 2 X 6 SPF X 1650F 1.5E ane side REACnONS (Ib/size) 2=180510-3-8, 12=18p5/0-3-8 Max Horz 2=226(10ad case 3) Max Up1iH2=162(load case 5), 12=162(load wse 5) ; 46 = 4z8 = PLATES MII20 i, Weight:1641b ~ Scele = 1:62: GRIP 169/123 BRACING TOP CHORD Sheathed or 4-11-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 6recing. FORCES (lb) - First Load Case Only TOP CHORD 1-2=55, 2-3=3021, 3-4=2959, 45=2683, 5-6=1717, 6-7=1617, 7$=1610, 8-9=1723, 9-10=2661, 10-71=2915.11-12=2977.12-13=55 BOT CHORD 2-17=2393, 16-17=2390, 15-16=1850, 14-15=2346, 12-14=2337 WEBS 6-18=3964,8-18=3964,5-16=1561,9-15=1510,4-16=-654,10-15=-590,7-18=504 NOTES 1) This Wss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 7.5 psf Wp chord dead load and 7.5 psf bottom cFiord dead load, 100 mi from hurticane oceanlina, on an occupancy ptegory I, condition I enclosed building, of dimensions 45 k by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verlicals or wntilevers exist, ihey are exposed M wind. If porches exist, they are not exposed to wind. The lum6er DOL inuease is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurtent with any other live loads per Table No. 16-B, UBC-97. 3) Ceiling dead load (10.0 psf) on member(s). 5-6, 8-9, 6-18, 8-18 4) Bottom chord live load (125.0 pso and additional bottom chord dead load (10.0 pso app(ied only to room. 15-16 5) One RT7 USP connectors recommended to connect Wss to bearing walis due to uplik at jt(s) 2 and 12. 6) This truss has been designed with ANSIffPI 1-1995 criteria. .-2-0-0 . 3-2-5 5-104 , 17-0-0 16-1-12 f 18-9-17 22-0-0 24-00. 2-0-0 3-2-5 2-7-15 5-1-12 5-1-12 2-7-15 3-2-5 2_0_0 ba6 = Sx6 = J 0 LOAD CASE(5) Standard fix8 10xtfi = 5-W91= 18-9-11 Job Truss Truss Type Gty r!y Manc James Garege 'I02JAMES I GE1 FINK 2 1 ' I i i 1 (optionap High Piateau Truss, Inc., Golden, CO 80403, Rhonda Bettis 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Fri Oct 04 080241 2002 Page 1 -2-0-0 . 11-0-0 22-0-0 240-0 2-0-0 11-0-0 +1-0-0 2-0-0 Stale = 1:57.9. 4x6 = 8 ~ y 7 I e.ool~z s io . ST6 ~ I . d 5 9Tb 9T5 / 9T4 9T4 I a 12 9T3 873 9T2 ;I \ T2~ 11 II 5 ~ ~ ~HN1 14 ~ ~ ~ 61~ B~ B2 ` 27 26 25 24 23 22 21 24 19 18 17 163x8 . 3x8 II 3x4 = 22-0-0 22-0-0 ! Plate Offsets (X Y): f2:0-0-7 Edge] [14:0-0-7,Edae1 ~ LOADING (psf) li SPACMG 2-0-0 , CSI DEFL in (loc) I/defl ~ PLATES GRIP TCLI 30.0 , Plates Increase 1.15 . TC 0.40 'Vert(LL) nia - n/a i MII20 169/123 TCDL ZS : Lumber Increase 1.15 I BC 028 , ! Vert(TL) 0.06 1-2 >390 ' I BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.01 14 Na I BCDL 7.5 Code UBC97/ANSI95 , (Matrix) , tst LC LL Min I/deFl = 240 Weight: 103 16 LUMBER I TOP CHORD 2 X 4 SPF No2 BRACING i BOT CHORD 2 X 4 SPF No2 TOP CHGRD Sheathetl or 6-0-0 oc purlins. I, OTHERS 2 X 4 VWV Stud'6ccepP BOT CHORD Rigid ceiling directly aoplied or 10-0-0 oc nraang. ' ST6 2 X 4 SPF Na.2 WEDGE ~ Left: 2 X 4 WW Stud, Right: 2 X 4 WW Stud 'I REACTIONS (16/size) 2=367122-0-0, 19=10/22-0-0, 14=367@2-0-0, 22=159122-0-0, 23=175122-0-0, 24=183/22-0-0, . 25=173122-0-0, 26=206/22-0-0, 27=-45122-0-0, 21=177122-0-0. 20=177/22-0-0, 18=167/22-0-0,17=208/22-0-0,16=-45122-0-0 Max Hoa2=-340(load case 3) , Max Uplift2=-300(load case 3), 14=-296(load case 5),23=91(Ioad case 4), 24=106(load case 5), , 25=-88(load case 4), 26=129(load wse 4), 27=45(Ioad case 1), 21=84(load case 3), 20=-109(load case 5), 18=-90(load case 3), 17=128(load ease 3), 16=45(load case 1) Max Grev2=367(load case t), 19=18(load case 2), 14=367(loatl case 1), 22=242(load ease 5), 23=175(load case t), 24=183(load case 1), 25=173(load case t), 26=206(load case 1), 27=175(load case 3), 21=177(load rase 1), 20=1 77(load rase 1), 18=167(102d case 1). I 17=208(load case 1), 16=153(load case 5) ~I FORCES (Ib) - Pirst Load Case Only I TOP CHORD 1-2=72, 2-3=89, 3-4=-60, 45=-67, 5-6=-65, 6-7=-66, 7-8=19, 8-9=-64, 9-10=-66, 10-11=-65, 11-12=-67,12-13=-60.13-14=-89,1415=72 BOT CHORD 2-27=20. 26-27=20. 25-26=20, 24-25=20, 23-24=20. 22-23=20, 21-22=20, 20-21=20, 19-20=20, 18-19=20.17-18=20.16-17=20,1416=20 I WEBS 8-22=-129. 7-23=146. 6-24=152. 5-25=147, 426=-163. 3-27=42, 9-21=-146, 10-20=152, , 11-18=-147.12-17=-163,13-16=42 I NOTES 1) This truss has teen designed for the wind loads genereted by 100 mph winds at 25 k above ground level, using , 7.5 psf top chord dead load and 7.5 psf bottom chord dead load, 100 mi from hurricane oeeanline, on an 'occuoancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porohes exist, Mey are not , exposed to wind. The lumber DOL increase is 1.33, and the plate gnp increase is 1.33 I ConfinuwA nn nane 9 ~ Tn= Tnmmw QtY Plv . Mark James Garage 02JAMES i GE1 ; FlNK I Z ~ . . I 1) . High Plateau Truss, Inc., Golden, CO I (Opti003 80403, Rhonda Bettis 4.201 . SR1 s Nov 16 2000 MiTek Industnes, Ina Fn Oct 04 080242 2002 Page 2 NOTES 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Sta 3) All. plates are 1.5x4 MII20 unless otherwise indicated. ndard Gable End Detail' 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 7) One RT7 USP connectors recommended to connect truss to bearing walls due to uplik atjt(s) 2, 19, 14, 22, 23, 24, 25, 26, 27, 21, 20, 18, 17, and ifi 8) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(5) Standard . Job . Tnuss , Tnus Type i Qty 1 Py I Mark James Gange . 102JAMES ii TOt I ATTIC ~ 28 ~ t .-2_0-0 , 3-2'10.4 11-0-0 16-1-12 ~ 18-9-11 . 22-0-0 24-00 2-0-0 3-2-5 2-7-75 5-1-12 5-1-12 2-7-15 3-2-5 2.0.0 a:s - St~ale = 1:62.i vvo uic BCDL ZS . Code UBC97IANS195 (Matnx). = 54 4x6 = 4z8 = jIUMBER I TOP CHORD 2 X 6 SPF 1650F 1.5E '!BOT CHORD 2 X 6 SPF 1650P 1.5E'6ccepP B2 2 X 8 DF 1950F 1.7E 'WEBS 2X4WWStud'FaccepC Wt 2 X 4 SPF No2, W3 2 X 4 SPF 1650F 1.5E W3 2 X 4 SPF 1650F 1.5E , LBR SCAB 3-7 2 X 6 SPF X 1650F 1.5E one side ~ 7-11 2 X 6 SPF X 1650F 1.5E one side BRACING TOP CHORD Sheathed or 4-11-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 6recing. ; REACTIONS (lb/size) 2=1805/0-3-8, 12=1805l03-8 j Max Ho22=226(load case 3) _ Max UpIifY2=-162(load case 5), 12=162(load case 5) , FORCES (Ib) - First Load Case Only TOP CHORD 1-2=55, 2-3=3021. 3-4=2959, 45=2683, 5-6=1717, 6-7=1617, 7-8=1610, 8-9=1723, 9-10=2661, 10-11=2915.11-12=2977.12-13=55 BOT CHORD 2-17=2393, 16-17=2390, 15-16=1850, 14-15=2346, 12-14=2337 WEBS 6-18=3964, 8-18=3964, 5-16=1561, 9-15=1510, 416=&54, 10.15=-590, 7-18=504 NOTES 1) This truss has been designed for the wind loads genereted by 100 mph winds at 25 ft above ground level, using 7.5 psf top chord dead load and 7.5 psf bottom chord dead load, 100 mi from hurriwne oceanline, on an occupanq category I, condition I enWosed building, of dimensions 45 k by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verficals or canGlevers exist, they are exposed to wind. If porches ebst, they are not exposed to wind. The lum6er DOl increase is 1.33, and the plate grip increasa is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconwrrent with any other live loads per Table No. 16-B, UBG97. 3) Ceiling dead load (10.0 psf) on member(s). 5-6, 8-9, 6-18, 8-18 4) Bottom chord live load (125.0 pso and addiGonal bottom chord dead load (10.0 psf) applied only to room. 15-16 5) One RT7 USP connectors recommended to conned truss to bearing walls due to uplift atjt(s) 2 and 12. 6) This Wss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(5) Standard ' nOR( I L) 0.05 11 fl/2 I, 1 st LC LL Min Ildefl = 240 i Weight: 164 Ib Job Truss Truss Type Gri PN Manc James Garege 02JAMES 'GE1 FINK p ~ i High Plateau Truss, Inc., Golden, CO 80403, Rhonda Bettis 4201 SRt 5 Nov 16 2000 MiTek lodue~rin~ i„~ c.~ n,.. r,. ~o.~..... _ . 2-0-0 71-0-0 ~ ' i 8.00112 c 5 ~ ~4 9Ta 9T2 m / 27 26 3xe I' 11-0-0 4:6 = 8 ' r 7 9 6I~; ' II io ST6 . . 9T5 ~ i AA 11 9Tb ~ ~ 974 STA 72 ~ 9T2 13 -L v B2 N~N1 ~r _ . = 4.....L:~:li:_ ; 24 23 22 21 ~20 19 18 17 16 3x8 3x4 = 25 2-0-0 14 Swle = 7:57, 22-0-0 LOADING (pso SPACING TCLL 30.0 Plates Increase 2-0-0 1 15 ~ CSI 'DEFL in (loc) I/defl ' PLATES GRIP ' ITCDL 7.5 i Lumberlncrease . 1.15 i TC 0.40 I BC 028 i Vert(LL) nla - n/a MII20 169/123 I Vert(TL) 0 06 1 2 . BCLL 0.0 Rep Stress Incr I YES WB 0.21 . - >390 Horz(TL) 0 01 14 nia ; BCDL 7.5 Code UBC97/ANSI95 ~ (Matrix) . lst LC LL Min IPoefl = 240 ' Weight: 103 Ib I LUMBER I TOP CHORD 2 X 4 SPF No 2 BRACING . I BOT CHORD 2 X 4 SPF N0 2 TOP CHORD Sheathed or 6-0-0 oc puriins. . I OTHERS 2 X 41NW Stud'ExcepP BOT CHORD Rigid ceiiing directly appiiea or 10-0-0 oc oraang. ST6 2 X 4 SPF N0.2 WEDGc . Left: 2 X 4 W W Stud, Righk 2 X 4 W W Stud '.REACTIONS (Ib/size) 2=367122-0-0, 19=10l22-0-0, 14=367122-0-0, 22=159/22-0-0. 23=175/22-0-0. 24=183/22-0-0. . 25=173/22-0-0, 26=206122-0-0. 27=-45/22-0-0. 21 =1 77/22-0-0. 20=177122-0-0. , 18=167122-0-0. 17=208/22-0-v". 16=-?=i 22-0-.9 , Max Horz 2=-340(102d case 3) i Max Uplift2=-300(load case 3), 14=-296(load case 5),23=91(load case 4), 24=106(load case 5), 25=-88(load case 4), 26=129(load case 4), 27=115(load case 1), 21=84(load case 3), 20=-109(load case 5), 18=-90(load case 3), 17=128(load case 3), 16=-45(load case t) . Max Grav2=367(load case 1), 19=18(load case 2), 14=367(load case 1), 22=242(102d case 5), 23=175(load case 1), 24=183(load case 1), 25=173(load case 1), 26=206(load case 1), 27=175Qoad case 3), 21=177(load case 1), 20=177(load case 1), 18=167(load case 1), 17=208(load case 1), 16=153(load case 5) FORCES (lb) - First Load Case ONy TOP CHORD 1-2=72, 2-3=89, 3-4=-60, 4-5=-67, 5$=-65, 6-7=-66, 7-8=19, 8-9=-64, 9-10=-66, 10-11=-65, 11-12=-67, 12-13=-60, 13-14=-89, 1415=72 BOT CHORD 2-27=20.26-27=20,25-26=20,24-25=20,23-24=20,22-23=20,21-22=20,20-27=20,19-20=20, 18-19=20.17-18=20.'16-17=20.14-'16=20 I WEBS 8-22=129, 7-23=-146, 6-24=152. 5-25=147, 4-26=163. 3-27=-42. 9-21=-146. 10-20=152. 11-18=-147. 12-17=-163, 13-16=42 INOTES t) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using . 7.5 psf top chord deatl load and 7.5 psf bottom chord dead load, 100 mi from hurricane oceanline, on an , occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not . exposed to wind. The lumber DOL increase is 1.33, and the olate grip inerease is 1.33 ~i Continued on oaae 2 I ( Jab Tnus Tnas Type , pry Pfv Mark James Garage ,02JAMES I GEt FINK II Z I------I ~.Zu i, am s rvov i ti zooo Mf7ek Industnes, Ina Fn Oct 04 080242 2002 Page 2 NOTES 2) Truss designed for wind loads in Ihe plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail' 3) All plates are 1.5x4 MII20 unless o[herwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads er Table No. 16-B, UBC-97. 7) One RT7 USP connectors recommended to connect truss to bearing walls due to uplift atjt(s) 2, 19, 14, p 22, 23, 24, 25, 26, 27, 21, 20, 18, 17, and tE 8) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Do ~o ~ MpRoeENENT LoCQAoN cEaToMCaTE ~fl ~e LEGAL DESCRIPTION: LOT 4, BLOCK 7, O 30 PARAMOUNT HEIGHTS, PART TWO, COUNTY OF JEFFERSON, ~ STATE OF COLORADO. Scale: 1" = 30' LOT 1 ~ i- x-•~ 87~ r-'--- ~OT Z PP ' I ~ ♦ , 26.0 zl O ~ 0 i ~ CRAWL U ' SPACE r ~ ~i ~ PP y U O i - ~ U rC ~ i a m 2 I O ~ i ° o III 0. 30 ~ ~ . F3. i i Z SHED i~~ ~ ----I~-------- ~ ❑ ON ` p i 0 CON C. - ~ CONC. DRIVE M i . 26.0' ~ ~J J ~ ~ LOT 4 I Y I N I N I FOUND IRON 1 5O PIPE 0 PP WEST 26TH AVENUE THE LOCATION OF THE IMPROVEMENTS SHOWN WERE DETERMINED UTILIZING FENCES AND ROADWAYS. FENCES AND/OR OTHER LINES OF OCCUPAIION ARE NOT SHOWN, UNLESS OTHERWI SE INDICATED. THE LEGAL DESCRIPTION WAS PROVIDED BY MARK JAMES. THERE ARE NO EASEMENTS ON THIS PROPERTY ACCORDING TO THE RECORDED PLAT. NO TITLE COMMITMENT WAS PROVIDED. I HEREBY STATE THAT THIS IMPROVEMENT LUCATION CERTIFICATE WAS PREPARED FOR MARK JAMES THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR ESTABLISHMENT OF FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. I FURTHER STATE THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE 4-9-02, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS " JCA ,,~S~A"JiLJ FOR AND ON BEHALF OFlif.•^ NO11CE ~in9 b ColonEO bw you YUST cammrics ary Mpd action QBV ~1y!?yb-:' ♦ within IAm "an afhr you firrt Ei~mwr wch Mct In m evant mry 2484 KIPLING STREET -g" bwd on anY dd~ in W. I.LC. onr «u~ nwea ~wa^ am m~ ~ Vj1 tltiL1~J 9~i in Mh I.LC. Ee comrtwMW rtwrt tMn ten rian fmn N. pd EW W • tlr mNimtbn Miwn Mnon. . r. s` ' ~ ~i ^ 61 OWNER: MARTENSON ADDRESS: 1 SKYLINE DRIVE ~ ~ f' c• / / `vh,0 SUR~4:•: ~~~a ~ DATE: 4-9-02 DRA NO. 85007 JAMES KEENA GREGORY COLORADO PROFESSIONAL LAND ~1RYf~'OR~}PE. 18461 Certificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WIIEAT RIDGE, COLORADO 80215 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUILDING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPNIENT LAWS OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE. PERMIT # 13604 Garage Enclosure OWNER: Louise A. Martensen ADDRESS: 1 Skyline Drive PROPERTY ADDRESS: 1 Skyline Dr Wheat Ridge CO 80033 DATE 4/22/02 CHIEF BLTILDING OFF ZONING ADNIINISTRA INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD JOBADDRESS kILt ~ L1~-~- ~ ~2 ~ TYPE OCCUPANCY BUILDING PERMIT N0. DATE ISSUED OWNER / l l l S C--L~ s'L- Sl ti~ CANTRACTOR SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST DATE Caissons or Monolithic POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Electrical Plumbing (Ground Worl Heating (Ground Work) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical Rough Plumbing Air Test Gas Piping Fough Heating & Ventilation 49A L C ~ iannvp muct be sioned onor to framina insvection) Framing v,/< Insulation 1c I L Z 3 0 Drywall nailing rl r 2 Roofing Refrigeration Electrical underground Final Electrical Plumbin Q' Heatin & Ventilation o G Frame G ' L G R.O.W. & Drainage Fire Department Parking & Landscaping G OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE oF OCCUPANCY IS ISSUED - PROTECT THIS CARD FROM THE WEATHER DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 13604 BUILDING INSPECTION LINE - 303-234-5933 Date : 3/27/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: LOUISE A. MARTENSEN Property Address : 1 SKYLINE DR Phone : 237-0556 Contractor License No. : Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry that the setback distances proposed by this permit appiication are acwrate, and do not violate applicable ordinances, rules or regulations of the City of Wheal 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 aJ{ conditions printed on this application, and that I assume full responsibility for Fomplia vce with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wh at /y~!'g~QQff mces, for work under this permit. (OWNER)(CONTRACTOR) SIGNED ~ ~DATE Description : GARAGE ENCLOSURE Construction Value : $8.000 00 Permit Fee : $15325 Plan Review Fee $0.00 Use Tax : $200 00 Total $353 25 Use: mm BUILDING DEPARTMENT USE ONLY 90MMOSIC : Sq. Ft. : Approval : Zoning : 100. - 3127/02. WI NOTE Approval: BG Approval : Occupancy : Walls : Roof Stories Residential Units Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval : Mechanical License No : Company : Expiration Date . Approval : (1) This permit was issued in accordance with the provisions set forth in yopur applicalion and is subject to the laws of the State of Coloratlo and ro the Zonin9 Regulations and Builtling Code of Wheat Ridge, Coloretlo or any other applicable orUinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue tlate or (B) the building authorizetl is suspendetl or abandoned tor a periotl of 120 days. (3) I( this permit expires, a new permit may be arquired for a(ee of one-half the amount normally required, provided no changes have been or will be made in the original plans and speciFlCations and any suspension or abandonment has not exceeded one (1) year. If changes are matle or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work ot any manner shall be done ihat will change the naturel Flow of water causing a drainage problem. (5) Contractor shall notiy the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proce iing with successive phases of the job. (6) Th $s ance p~pN $f aEyuiqfmit or the approvai of tlrewings and specifcations shall not be construetl to be a permit tor, nor an approval of, any violation of the ' p visi ns d ~ l ing codes or anY other ordinance, law, rule or re9ulation. ~ Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: oF W"E"r,~ gUII,DING INSPECTION LINE - 303-234-5933 Date: _ CITY OF WHEAT RIDGE I~l' oi " m 7500 WEST 29TH AVENUE WIIEAT RIDGE, CO 50215 - (303-23p5-28~5i5~) ORPO~ /~P~.y~r~~ij(~ 7~~ ~t.P~l l d{~$ V ' Property Owner: LOGCi 5f►- /7'• ~~~~'h S~w ~j-055-G Property Address: ~ 6I4l~ims.QrivA Phone :3d 3'~3 Comractor License No.: Company: Phone: OWNERICONTRACCOR SIGNA'1'[IRE OF UNDERSTAMIING AND AGREEIvIENT Construction Value:$ $,DOO I hereby certify that the setback distances pmposed by this pcmtit app(ication aze accuratc, anddonotviolateapplicableordinances,rulesorregulationsoftheCity ofWheatRidgeor PeTTT11YF00:$ covenan[s,easementsorrestrictionsofrecord;thatallmeasuremenushown,andaltegations PlanRevieWFee:$ ~ made aze accurate; that I have iead md agree to abide by all conditions printed on this application and that I assume full responsibiliTy for compliance wi[h thc Wheat Ridee Use'I~ax:$ Building Code (UB.C) and all other applicflble Wheat Ridge OTdinances, for work under this pecmit. TOt21:$ cow~cxcormucroa): ' C ~ ~-22-OSZ. Desctiption:~' BUILDING DEPARTMENT USE ONLY ~ ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Gy/ nU'f Q Approval: C '<\J PUBLIC WORKS COMMENTS: Appiosal: Occupancy: Walls: Roof: Stories: Residen Eleclrical License No: Plumbing License No: Mechanical License No: ComPanY: Company: Company: Expiration Date: Expirarion Date: Expiration Date: Approval: Approval: Approval: (1) 11ris pelmit was issued in acwrdance with the pmvisions set forth in your application md is subject to the laws of tlle Staro of Colorado and ro the Zoning . Regulafions md Huilding Codes of Wheat Ridge, Colorado or any other applicabie ordivances of the City (2) Thiy permit shall expim if (A) the work authodud is not wsmeuced wicltin sixry (60) days from issue date or (H) tlu huilding authorized is snspended or abandoned for a period of 120 days. (3) If this pumit ezpires, a aew pecmit may 6e acquired for a fee of ono-half the amount nonnalty requittd, ➢rovided no changes have been or will be maAe in tlu originelplans md specifications md any snspension or abandonmenthas not exceeded one (1) y<xn If chanees have been or if mspmsinn nr nbanAomnent exceeds one (1) year, full fres shall Se paid for a new pennit. (A) No work of any mmnw shall be doue that wf11 change Ne nanval flow of wahr cansing a dcaivage problem. (5) ContractorsLall notifytheBuildiaglnspectorlwenty-four(24)hom inadvanwforall inspectionsmdshallrecmvewrittenapproveloninspectioncardbefore pxoceedin6 `Mth wecessive Pliasu of the Joh. (6) Tlie issuance of a pumit or the approval of dvavrings and specifica6ons shall w[ be crostrued to 6e a permit for, nor en approval of, xny violation of th< provisions oFthe building codes or any other m'dinsnce.law, mle oc ttgulation. Chief Buil g Inspector RONA7C DIVI510y-,n7 ruT R._ COUNTY OF , COLORADO Case LETTERS ' r IN THE MATTER OF ❑ THE ESTATE OF C, 0 c//5 e /~/YN /W%O7`f/s6 ❑ Deceased ❑ Protected Person ❑ Minor )i~-Incapacitated Person was appointed or qualified by t6is Court or its Registrar on (a,~) ❑ Persoual Representative. ❑ These are Letters of Administration. (rhe decedem did ❑o[ leave a wi11J ❑ These are Letters Testamentary. (The decedenc left a wiu.) as: ❑ Special Administrator in ❑ an informal ❑ a formal proceeding. These are Letters of Special Administration. ~Conservatoc These are Letters of Conservatorship. ❑ The protected person is a minor whose date of birth is *'G azdian. These are Letters of Guardianship for an incapacitated person. ❑ a minor whose date of birth is Appointment or qualification is by ❑ court ordec ❑ will. ❑ written instrument. ❑ Certified to be a true copy of the orignal in my custody and to be in full force and effect as of: ~ No. CPCI7. Rev. I1-91. LeTTexs v eradford PuElistting, 1743 Wazee St. DeuwS CO 80202 -(303) 292-2500 - 9-96 These Letters evidence full authority, except for the following limitations or restrictions, if any: 1y98 01953 Building Guide Colorado Chapter of the International Conference of Building Officials At least four completed documents must be provided to apply for a building permit: 1. Complete this Building Guide by filling in the blanks on page two and indicating which construction details will be used. 2. Provide a Separate Site Plan showing dimensions of your projecx or addition and its relationship to existing buildings or structures on the property. Show all easements and the distance to existing property lines. 3. Provide a Floorplan. See example on pagi 4. Fill out a Building Permit Appiicatit The majority of permit applications arf processed with little delay. The submitb documents will help determine if #he project is in compliance with building safety codes, zoning ordinances and oth applicable laws. The Colorado Chapter of the International Conferer of Building Officials is a professional organization seeking to promote the public health, safety and welf; relative to building construction. We appreciate your feedback and suggestions. To obt~ a master.copy of this Building Guide, please write t Colorado Chapter of the InternaTiona7 'Conference Builcli,ng Officials, P.O. Box 961, Arvada, CO 80001 This handout was developed by the Colorado Chapter of the International Conference of Building Officials as a basic plan submittal under the 1997 Uniform Codes. It is not intended to cover all circumsiances. Check with your Building Department for additional requirements. How to Use this Guide 12/98 Minimurn lx_ridge board . . /e.ramp/er1x72J p tch _ r Note: Attic ventilation and access may be required - Provide salid 2x blocking between rafters or trusses ~ Note: Pre•engineered roof trusses wltruss clips and hardened nails may be used in lieu of roof structure shown. Diagonal wind bracing or plywood shear panels @ comers and each 25' of walL Note: Pre-engineered tloor systems may be used and should be installed according to the manufacturers installation instructions. ~r 18' minimumfromtheinteriorgrade , level to the bottom of the floorjoists. _ Engineered Design: Cassions may be required T° ; tlyoursitehasswelling,~oils.Afoundationdesigned A ~ by a Colorado licensed archited or engineer may be _ required. j _ ❑ Foundetion: Engineered Design ~oundation: Detail A (see page 3) Roof covering (easmp/e:C/assA37ebshing/es) - 7 Underlayment (examp/e: 2 /eyers 75x7e1~J - F nsulation ~ 4su~! /Q'!' (exampleR-30) sulation ~ mple: R-13 Fibery/ass Batts) 2x_ceiling joists @ - O.C, ~ (,xample:2xB& 24'0. Q) Double 2x_top plate fexamp72x4J Span (example:23'SJ JJ Ceiling height I-]. - (example:9) Siding (example: lap or T. 111) Wall sheathing 2XY StudS @ % ~ O.C. Iexamu/e.2x 4 @ 24'0.C.1 COrit. Property Address: Permit #:0 This handout was developed by the Colorado Chapter of the Intemational Conference of Building Officials as a basic plan submittal under ihe 1997 Uniform Codes. It is not intended to cover all circumstances. Check with your Building Department for additional requirements. 2xJJoists @ ~4O.C. (example:2x10 @24'O.G) n'34 Footing size "x 16 (exemple: X 16') . 2 2x_rafters spaced_" O.C. or NOTE: Roof not to exceed 24 foot span Manufactured Trusses spaced_" O.C. teathin (e.ramp/e:2x 1ORaBers6paced24'O.C.) (exemple: 112'extenorplywaod) 7y98 Site Plan 2. L80ding8 aPe PCquNed at exterior doois. The landing may t. When drauuing your slte plan be sure to show the be as much as eight inches lower than the floot of the ervice Ioom, but gt must be at least 3' x 3'. Theie is no limit as of electric and water s location , 8as, sewer to how lar e it can be. lines. If you don't know where they are, call galety glass Is required at s ecific locations. When you the Public Service Utility Notification Center of draw in the ]ocation of the new windows on the flooi Colorado, 1-800-922-1987. They will come out and locate lines foi you. Remember to ask them Plan, the Plan ieviewer can identify which ones require about the cost. safery glass. 2. ShOw whel'e the elds191g eTectric and gas meters -J4.-H~~ ~~rodin all habifatile ioom"s.-_Sfiow how the are located on your home. These meters may addition will be heated "on the planhave to be relocated and it is best to know this HgUl'IC COdC before you start constmction. p(Istitg 01eCLiC Se1NICe may require an upgrade or relocation. Floor Plan Indicate the size of your electiic seivice (the number on 1 h 1 1. Smoke deteCtol'8. If the value of your addition exceeds $1000, the Uniform Building Code asks K ou to add an important safety tool to youi ome. Battery operated smoke detectocs will do the job in existing areas. At least one on every level of your home, one in each bedroom, and one in the area(s) serving the bedrooms are iequired. The added cost is small but worth it. the main breaker) on your plan. This can he p t e p an reviewer deteimine if an upgrade is needed befoie you start constiuction. Root Overirame When conslTUCting a neW valley, use a continuous board under the bottom cut of the new rafters to provide a solid hailing surface. The board should be at ]east 1" thick, nominal afld should be at least as wide as the base of the new rafter. Yz" diameter steel anchor bolts 6-0" O.C. max., 7" min. penetration max. 12" from corner and 12" from each end of plate. 6 min ~ Bottom plate shall be Note: Maintain at least 18" clear between Finished grade } treated wood ar -:-the bottom ofithe floor joists to the grade Foundation redwood level of the crawlspace, and at least 12" r R113 under a beam. - Ventilate the crawlspace with openings near the comers. The total area of the openingsshouldbel square foot for each Provide #4 rebar vert. @ 150 square feet of crawlspace floor area. To below frost line 4'-0" O.C. insert rebar into concrete footing or key way The crawlspace access must be a minimum of 18" x 24"-and be unobstructed. -#4 rebar min. continuous topoi stemwall & a4 foofing • 3" This handout was developed by the Colorado Chapier of the intemational Conference of Building Officials as a basic plan submittal under the 7997 Uniform Codes. It is not intended to cover all circumstances. Check with your Building Departmeni for additional requirements. 1y98 ~a 3 ~ ~ ~ ~ a c a N _ m c 5 $ ~ w 3 0 ~ ; , o X c c " E ~ ~ c E_.N ~ o o ~ . • (D 0 ? ~ N - , , ~ m o o ci w ~a~o ° i a) L > c~ m - v , co ~ • - - - ~ ~ ~ 3 ~ L 8 ~ ~ • O O . ~ x . O ~ ~ ~ 3L~ °om x U a o ° 3 _ D , " ~ O ~ M a f~O - rn mc O' ZW X ~ ~ ~ C W Z N" 0 zz U~3Z ° x . ...W m ~ . _ 0 i.- c?v a Z Q C~ U ~ W F Z LL M. ~ w ~ . ~ ~ (h ~ 1 , ~ . _ . . Z . p . . . l.. . > - _ . [p J O ~ op r. . ~r . . . . _ . Z . - ~ ~ Z ~ ~ Q.. - . ~ ~ . . . . . . . . . .,..r . . . . _ . . . . U . Z . . W . ~ ~ . O ~ . o W Wa ZLL.cr io W ~ N ~ W ; C7 ~ _ . . . ~ This handout was developed 6y the Coiorado Chapter of the Intemational Conference of Building Officials as a basic plan submittal under the 1997 Uniform Codes. It is not intended to cover all circumstances. Check with your Building Depadment for additional requirements. March 21, 2002 Mazk and Mazcy James 1 Skyline Drive Wheat Ridge 802115 (303)237-0556 Garaee Renovation Outside of House East: Garage door will be filled in with 2x4 construction. The top half will be T1-11 baazd and the bottom will be brick to match the rest of the house. There will be two windows installed. West Back door will be filled in partially with brick and a window will be installed. South: Alusninum window will be replaced. Windows: All will be 3'x4' vinyl and double paned. aY~ Inside of House~ ~`~Le Floor: 2"x 6" jO1StS W1U3 plywood floor. Heating: Two vents on north and south walls with air returns. Installed by licensed HVAC professional. Electrical: 125 amp service. Electrician will install both wall and ceiling boxes and four wall switches Walls: All exterior walls will be insulated with R-13. Insulation will be blown into ceiling last at a depth of 12"-16". I A P P R 0 ~ E D I -~~tions ~ ~nsf., . f:~ Fiz,,S ~ pept. i I~ , , Plan C`:ec(c~^ V4 ~ ~ o dX ? O" ~ ~ 1 J Q _ r x e O i ~ j3 ~ A L - ~ x 2 r - f Z ~ > . ~ • Z x ~ ~ x 4. w a - AREA ENLARGED ON NEXT PAGE CURRENT DRIVEWAY 24' x 20' c-3. m m 00 co O u ~ Q3 ~ rn ea _ rn a CD cr ~ d cs - d W o ~ x T tA C131 m rn IOO ~ rn Co CARAGe 2C t" X 240 Di ~ ~ 1t ~ ~ O ~ ~