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Home My WebLink About6556-6558 W. 44th Avenuei CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line '_::�P�(303) 235-2855 Office (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 4 �60-� "l�'?'f Job Address: &) qV aw- Permit Number: ❑ No one available for inspection: Time - ,. AM/Py" Re -Inspection required: Yes No , When corrections have been made, call for re -inspection at 303-234-5933 Date: kl�-IF Inspector: DO NOT REMOVE THIS NOTICE (7 C3 4 INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Type Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Electrical Concrete Encased Ground (CEG) Sewer Service Foundation / P.E. Letter Plumbing LJ" Ir" r'""a (lI■G■YIr r■■■ar ■ n ur\rar�\/7I ■ ■T . raA Ara Aa■w Iraw raw..a:--- Underground/Slab Inspections Date - Inspector Comments Inspector Initials Initials Electrical Sewer Service Plumbing 4/11 �v.Mr►.1WLn.iva=i nal GJaa 1261 f I la=a]=-1J■a11.1/■I.PL 5-1Y111\r-a AI" W-T�r�.V.�w�� Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof 4/11 Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof – Z Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. ,,,,, 11— I—„Jl ,,—PU, LIVI10 Q,C; UU1I1PIU U IlUnl Lim rare ulstnct ana eiectrlcai iow voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat F Residential Ro( 201703642 6556 W 44th AVE Residential Re- '** CONTACTS *** OWNER (303)902-3000 LOMBARDI VIC SUB (303)763-91.14 Scott RiopeI (MIT - 201703642 ISSUED: 07/0/2017 EXPIRES: 07,10/2018 install GAF Timberline asphalt shingles with 14 sq. 019938 Interstate Roofing Incorporate *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE:. UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,598.00 FEES Total Valuation 0.00 Use Tax 75.56 Permit Fee 109.20 ** TOTAL ** 184.76 *** 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. 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: ►,C/ /Z Permit Number: /`2 Q j bel ❑ No one available for inspection: Time ` r p � � ' �` AM/PM Re -Inspection required: Yes N� When corrections have been made, call for re -inspection at 303434-5933 Date: ,. ! l 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:,pllz 19 Job Address: S V' -- Permit Number: L01 L) a Re-Inspeetion-required-: es When corrections have been made, call for re -inspection at,.303-234-12 5933 Date: / / Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE ❑ No one available for inspection: Time '"FP_> .�-� 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 e CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: e Permit Number:_201-20-3-6--3 Re -Inspection required: Yes 'No) When corrections have been made, call for re -0641 #on at 303-234-5933 ti Date: r f Inspector: 1lfkvi FITS NOTICE City of Wheat Ridge .. Residential Roofing PERMIT - 201703639 PERMIT NO: 201703639 ISSUED: 07/10/2017 JOB ADDRESS: 6558 W 44th AVE EXPIRES: 07/10/2018 JOB DESCRIPTION: Residential Re -roof to install GAF Timberline asphalt shingles with 14 sq. *** CONTACTS *** OWNER 303-902-3000 LOMBARDI VIC & MARIO SUB (303)763-9114 Scott Riopelle 019938 Interstate Roofing Incorporate *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,598.00 FEES Total Valuation 0.00 Use Tax 75.56 Permit Fee 109.20 ** TOTAL ** 184.76 *** 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. Property Owner Email jwiles@interstateroof.com Address Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Interstate Roofing Contractor's License 019938 Number (for the City of Wheat Ridge) Contractor Phone 3037639114 Number Contractor Email Address jwiles@interstateroof.com Retype Contractor Email jwiles@interstateroof.com Address DESCRIPTION OF WORK Are you re-decking the No/ roof? Description of Roofing GAF Timberline Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 20 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? z TOTAL SQUARES of all 20 roofing material for this project Provide additional detail house, 2:12 pitch here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract rsodft- value or cost of ALL materials and labor) lj 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 John Quante Email not displaying correctly? View it in your browser. 3 i6terranstocom TNTERSTAt'E - - — -- - R4OFINCx Submitted To Willie Hepworth Date 5/19/2017 Email whepworth(a)-msn.com Phone 303-842-9925 Alt. Phone Street 3025 Ingalls St. _ City Wheat Ridge State CO Zip 80214 insurance Company Safeco ` Claim# 323565756010 policy# OY7169733 Scope of work and Materials to be Provided. The scope of work and materials identified below are the scope of work recommended by Interstate Roofing Inc., however, Interstate Roofing is not obligated to perform any part of the scope of work that is not approved by the insurance company unless you authorize the work and agree to pay for this additional work. Shingle Manufacturer Type Color Int Tear off All layers of composition shingles Install Decking (7/16" OSB) install now felt !nstall pre -painted save metal to code - Color Valley(s) will be closed Ridge(s) to be color -coordinated Ridge(s) will be "High Profile Ridge' rotor -coordinated shingles install new pipe;acks Replace Vents as needed Tear off one Payer of wood shingles OValleys will be open Ro-flash chimneys and am wall abutment as needed and it possible (stucco or siding may be a (leterrent) Install In. It of series ridge vent Install in. ft. of ice & water shield to code Install 6 nails per shingle Clean out gutters 5 year workmanship warranty Interstate Rooting, Inc. will provide general liability insurance coverage of $2,000,000, general aggregate Make a magnetic sweep of driveway and yard for removal of any nails Remove all debris resuming from Wove work Special Instructions Roof, paint and cutters The approximate costs of the services based on damages known at the time this contract is entered is $ 10000 + Supplements Interstate Roofing, Inc , however, will perform the scope of work approved by the insurance company for the amount of the insurance approved proceeds, with no addttionai chis to eouradeductible. The final scope and price agreed on between the insurance company and Interstate o a m 1, 'Ce or me insurance approved scope. You will be responsible to pay for any upgrades or additional work auttwrized by you that the insurance company determines is not covered within the scope of coverage provided by your insurance policy. Supplemental claims billed by Interstate Roofing, Inc. that are approved by the insurance company for additional work or increases in costs become a part of this contract. Approximate Dates of service: 5119/2017 These dates of service are sub;ect to change due to unusual delays in transportation of materials, ordinary weather delays, or by any other causes beyond the reasonable control of Contractor Notice: if the property owner plans to use the proceeds of a property and causuaity insurance policy issued pursuant to part 1 of article a of time 10, C.R.S.. to pay for the roofing work, pursuant to section 6.22-105, the roofing contractor cannot pay, waive, rebate, or promise to pay, waive, or rebate all or par, of any insurance deductible appicable to the insurance claim for payment for work on the covered residential property. Terms: I (We) hereby authorize & instruct the insurance company & all lien holders to include the name of Interstate Roofing, Inc. as co -payee on any subsequent toss drafts cr checks atter today's date as indicated above. I (we) also authorize any legal representative andfor agent of Interstate Roofing, Inc. to wrtam information necessary to complete any fundiN process relative to the claim number referenced above. i (we) further authorize interstate Roofing, Inc. to pick up in person any toss drafts or checks on mylour behalf and behalf of Interstate Rooting, Deposit Amount: $ Date Rep. Initials: Interstate Roofing shall hold in trust any payment from the property owner until interstate Roofing has delivered roofing materials at the residential property site or has preformed a majority of the roofing work on the property. I (We) agree, by signing below, to all the contract conditions, both front & b ck of this agreem t Date of Acceptance L -f / t j Client Signature(s) Representative Cliff Breitweiser Corporate Headquarters Colorado Springs Office pat Collins office Cheyenne Office Black Ins. Agency 1050 w. 47th Ave. 2161 fol Academy Blvd, P. 970!482.7722 F. 970.6€2.1018 1pto S Greeley ttigrway 9600 E Arapahoe Rd #'205 Demer. Co 80211 Colorado springs, CO 80905 Toll Free 877 898.8144 Cheyenne, 4yY 602' r Engler .01, co ole, If, a P. 303.763.91 to r, 3031 7e9.37ee f . 719.471 .5752 F. 719.587.4444 Www.intersWeroot.com P. 307.634.2553 (309) 387.7820 www.interstateroot.com into@interstateroof.com City of Wheat Ridge Residential Roofing PERMIT - 201703639 PERMIT NO: 201703639 ISSUED: 07/10/2017 JOB ADDRESS: 6558 W 44th AVE EXPIRES: 07/10/2018 JOB DESCRIPTION: Residential Re—roof to install GAF Timberline asphalt shingles with 14 sq. 11 by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authoriz to inc ude all entities named within this document as parties to the work to be performed a that all work to be performed is dise� d ii is document and/or its' accompanying approved plans and specifications. �— Signature of OWNER or CONTRACTO (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This, permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. 1'he 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 issuancc.Vr granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any apphcabte c d or any ordi>la or re ulatipn of this jurisdiction. Approval of work is subject to field inspection. " Y� MX4 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of Wheat Ridge Residential Roofing PERMIT - 201703642 PERMIT NO: 201703642 ISSUED: 07/10/2017 JOB ADDRESS: 6556 W 44th AVE EXPIRES: 07/10/2018 JOB DESCRIPTION: Residential Re -roof to install GAF Timberline asphalt shingles with 14 sq. *** CONTACTS *** OWNER (303)902-3000 LOMBARDI VICTOR J SUB (303)763-9114 Scott Riopelle 019938 Interstate Roofing Incorporate *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,598.00 FEES Total Valuation 0.00 Use Tax 75.56 Permit Fee 109.20 ** TOTAL ** 184.76 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations recjuire an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge Residential Roofing PERMIT - 201703642 PERMIT NO: 201703642 ISSUED: 07/10/2017 JOB ADDRESS: 6556 W 44th AVE EXPIRES: 07/10/2018 JOB DESCRIPTION: Residential Re—roof to install GAF Timberline asphalt shingles with 14 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 ain authorized to obtain this permit and perform the work described and approved in conjunction with this permit. 1 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 performe�j is disc�osed in this document and/or its' accompanying approved plans and specifications. �:An= Signature of OWNER or CONTRACTOR (Circle one)`-' _ Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 1 80days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5, The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or granting of a permit shall not be construed to be a permit for or an approval of, any violation of any provision of any applicablp,rge or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. Dane Lovett C I 1 � 6 3(o From: no-reply@ci.wheatridge.co.us Sent: Tuesday, June 27, 2017 3:28 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Danny Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Duplex are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number 6556 W 44th Ave Mario Lombardi 3039023000 t ) �-q, 7,6 Property Owner Email jwiles@interstateroof.com Address Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Interstate Roofing Contractor's License 019938 Number (for the City of Wheat Ridge) Contractor Phone 3037639114 Number Contractor Email Address jwiles@interstateroof.com Retype Contractor Email jwiles@interstateroof.com Address DESCRIPTION OF WORK Are you re -decking the / No V roof? Description of Roofing GAF Timberline Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 14 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? i TOTAL SQUARES of all roofing material for this project Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract value or cost of ALL materials and labor) 14 house, 6:12 pitch 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 John Quante Email not displaying correctly? View it in your browser. 3 hmWNCrtln.albrekantiess �� O refierraiist Com NTERSTATE - - - ROOFING Submitted To /UC /- t G &OA t �fi r'S Date S f " `01 t --t Email n— tt Phone (_3 3) qcZ- 30o U Alt. Phone Street 5 s b r`� v City (,)1eJ Stated Zip 3 insurance an u p y Claim# r („2 1206) Policy# Scope of Work and Materials tb Provided. The scope of work and materials identified below are the scope of work recommended by interstate Roofing Inc.: however, interstate Rooting is not obligated to perform any part of the scope of work that is not approved by the insurance company unless you authorize the work and agree to pay for this additional work- Shingle 1f Shingle Manufacturer 6 AL Type Ll= b='Y� ^r Color & kZIXle Int. R� Tear off 1 layers of composition shingles ❑ Tear off one layer of wood shingles ❑ Install Decking (7/16" OSB) install new felt ` Install pre -painted eave metal to code - Color I3rowr Charcoal Tan Gray White int. Valley(s) will be closed El Valleys will be open C�(,Ridge(s) to be coiorcoordinated ❑ Ridge(s) will be "High Profile Ridge" color -coordinated shingles (i install new pipejacks at Replace Vents as needed ❑ Re -flash chimneys and all wail abutment as needed and if possible (stucco or siding may be a deterrent) ❑ Install In. ft. of series ridge vent ❑ install I In. fl. of ice & water shield to code El Install 6 nails per shingle 14Clean out gutters Q: 5 year workmanship warranty ik Interstate Roofing, Inc. will provide general liability insurance coverage of S2,000,000. general aggregate U Make a magnetic sweep of driveway and yard for removal of any nails IN Remove all debris resulting from above work ❑ Special Instructions The approximate costs of the services based on damages known at the time this contract is entered is S� interstate Roofing, Inc., however, will perform the scope of work approved by the insurance company for the a2 ount of the insurance approved proceeds, with no additional costs to you except for your deductible. The final scope and price agreed on between the insurance company and Interstate Rooting, Inc. shall become the final contract price for the insurance approved scope. You will be responsible to pay for any upgrades or additional work authorized by you that the insurance company determines is not covered within the scope of coverage provided by your insurance policy, supplemental claims billed by Interstate Roofing, Inc. that are approved by the insurance company for additional work or increases in costs become a part of ,his contract. Approximate Dates of Service: (✓ E l.k These dates of service are subject to change due to unusual delays in transportation of materials, ordinary weather delays, or by any other causes beyond the reasonable control of Contractor Notice: if the property owner plans to use the proceeds of a properly and causualty insurance policy issued pursuant to part 1 of a,,,de 4 of title 10. C.R.S., to pay for the roofing work, pursuant to section 6-22-105, the roofing contractor cannot pay. waive. rebate, or promise to pay, waive, or rebate all or part of any insurance deductible applicable to the insurance claim for payment for work on the covered residential property. Terms: I (We) hereby authorize & instruct the insurance company & all lien holders to include the name of Interstate Roofing, Inc. as co -payee on any subsequent loss drafts cr checks after today's date as indicated above. I Me) also authorize any legal representative and/or agent of Interstate Roofing, Inc. to obtain information necessary to complete any funding process relative to the claim number referenced above. I (we) further authorize Interstate Rooting, Inc. to pick up in person any loss drafts or checks on my/our behalf and behalf of Interstate Roofing. Deposit Amount: $ Date: Rea. Initials: Interstate Roofing shall hold In trust any payment from the property owner until Interstate Roofing has delivered roofing materials at the residential property site or has preformed a majority of the rooting worts on the property. I (We) agree, by signing below, to all the contract conditions, both front & back f this agreement Date of Acceptance Client Signature(s)ZZ-0"" Representative �ryt It Corporate Headquarters Colorado Springs Office Fort Collins Office Cheyenne Office Black ins. Agency 1000 W. 47th Ave. 2161 N. Academy Blvd, P. 970.482.7722 F. 970.682.1018 1010 S Greeley Highway 9600 E Arapahoe Rd x205 Denver. CO 60211 Colorado Springs, CO 80909 Toll Free 877.898.8144 Cheyenne, WY 80211 Englewood, Cc 60112.3726 P, 303.763.9114 F. 303.789.3790 P, 719.471.9752 F. 719.597.4444 www.iriterslateroof.com P. 307.634.2553 (303) 397-7629 virww.interstateroof.com info'-interstateroof.corn Dane Lovett From: no-reply@ci.wheatridge.co.us Sent: Tuesday, June 27, 2017 3:30 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Danny Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Duplex are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number 6558 W 44th Ave Mario Lombardi 3039023000 Ifflo. 0 � 1 CERTIFICATE OF OCCUPANCY CITY OF WHEAT RIDGE PermitNumber 15162 7500 W.29thAvenue Date 7/23/2003 W heat Ridge, Colorado 80033 . This certifcate verifies that the building constructetl and/or the use proposed of the building and/or premises, under the above permit number and on property described below, dces comply with the Wheat Ridge Building Code, Zoning and other related land use and development laws of the Cily of Wheat Ridge, and may be occupied for the use specifed. OWNER Kenneth H. GantanbeinaooRESS 6556-58 W. 44th Ave. CONTRACTOR Associated Contractors Inc PROPERTY ADDRESS 6556-58 W. 44th Ave., Wheat Ridge, CO 80033 LEGAL DESCRIPTION: FOR THE FOLLOWING PURPOSE N2W Dupl ex Use No change shall be made in the use of this building without prior notice and a new Certifcate of Occupancy from the Cily of Wheat Ridge Chief Building Inspector Zoning Administrator Date: 41 L 0 4 ~ i)~ 4~ A Certificate of Occupancy or Compietion has been requested.for: PURPOSE OI' Buiiding Department Approval: Remarks: _ . Zoning ApprovaL• ~C 1'G (-~-2P i t1 n- Remarks: ~Public Works Approval: Remarks: Fire Marsha[I Approv, (If Applicable) Remarks: Sanitation District Approval:_ (If Applicab(e) Remarks: Water District Approval: (If Applicable) ! Remarks: Attn: Vic Lombardi zpo-y15-52cc") 11 Recorded Owner of 6558 W. 44" Ave. '0 U From: Chadley Root, City of Wheat Ridge, CBO Re: House Fire on July 13, 2004 About 9:30 pm on July 13, 2004 I was asked to respond to a house fire at 6558 W. 44th Ave. in Wheat Ridge Colorado. I noted that there was minor structural damage nothing to the degree that would constitute an unsafe building. A building permit is needed to fix the following items: 1. Window needs to be replaced 2. Trusses need to be replaced where burned. 3. Needs new roof sheathing and wall sheathing where burned. 4. Need to replace old roofing material over the sheathing that was burned. 5. Siding should be replaced if cracked from heat. 6. Replace all material if burnt. If you have any questions please feel free to give me a call at 303-235-2853. 1 b~ The City of 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215-6713 (303) 233-5900 GWh e at City Admin. Fax # 234-5924 Police GepL Fax x235-2949 ~idge DATE: ?/x '/"2' TO: Accounting Department FROM: Director of Planning & Development SUBJECT: FINAL ESCROW REFUND/RELEASE Reimbursement requested for final escrow funds being held for: - 53 A"e.. The Landscaping has been completed to the City of Wheat Ridge satisfaction. RELEASE TO: Address: 51112°1~ Cr Amount to be refunded: ~ Alan White Director of Planning and Development ,r, RECYCLED PAPER Building Permit Number : 15162 Address: 6556-58 W. 44TH AVE ~ Description: NEW DUPLEX. NO ABOVE GROUND WORK UNTIL SUB-CONTRACTORS ARE LISTED. Inspection List Number T e Date roval Remarks 39653 FP 6/30/2003 DIS/BG 39674 ROOF 7/1J2003 ok/b 39675 FE LOCK BOX G.A.N 7/1/2003 ok/bb 39676 FP LOCK BOX G.A.N 7/1/2003 ok/b 39677 FM LOCK BOX G.A.N 7/1/2003 ok/b 39992 FB LOCK BOX G.A.N 7/23/2003 ok/b 39993 F-PW 7/23/2003 OK/DFB 7/23/03. 12 L.F. 6" VCG AT WEST DWY R&R 39994 F-LANDSCAPE 7/23/2003 40622 F-LANDSCAPE ESCROW REL 9/2/2003 OK/MA RELEASE ESCROW FIND ;j Building Permit Number : 15162 Address: 6556-58 W.44TH AVE Description: NEW DUPLEX. NO ABOVE GROUND WORK UNTIL SUB-CONTRACTORS ARE LISTED. Inspection List Number T e Date Approval Remarks 39104 DWS LOCK BOX G.A.N 5/20/2003 OK/BG 39653 FP 6/30/2003 DIS/BG 39674 ROOF 7/112003 ok/b 39675 FE LOCK BOX G.A.N 7/112003 ok/bb 39676 FP LOCK BOX G.A.N 7/1/2003 ok/b 39677 FM LOCK BOX G.A.N 7/1/2003 ok/b 39992 FB LOCK BOX G.A.N 7/23/2003 1 1 ok/b 39993 F-PW 7/23/2003 OK/DFB 7/23/03. 12 LF. 6" VCG AT W EST DWY R&R 39994 F-LANDSCAPE 7/23/2003 FIND;] City of Wheat Ridge Planning and Development Department Landscape Escrow Agreement This agreement made this day of f1 UAG.' S , 20 C3 by and between the City of WheatRidgeand~/1`~S(~(`i~t-~Ff'~ (contractor/developer/owner). , ' ~ 25 Escrow in the amount of (~~1e-'~1 a~ASa ~rA 4"VIYFe. htu iA-A DOLLARS ) is being held until all landscaping improvements fiie completed at, lti 44~` A,(-, In the event that landscaping required by Wheat Ridge Code of Laws, Section 26-502 and/or as shown on an approved landscape plan is not installed by zp,o-} 3C~, 700 3 ,(date) the City of Wheat Ridge or its designee shall have the- righ~ ter upon said proper[y to construct and/or install such improvements or do other such work to accomplish that purpose as may be necessary, provided that the City of Wheat Ridge shall first give notice in writing to the contractor, developer or owner of its intent to do so. If the City of Wheat Ridge exercises its right to perform work of any nature, including labor, materials and use of equipment either by force account or contract, the City shall have the absolute right to withdraw the escrow funds to complete said landscape improvements. The only precondition to the City's right to withdraw the escrow funds for this purpose shall be a letter from the Planning and Development Director, stating that the landscape improvements have not been completed or provided and that the compliance date ofISe3P, ~-CO 3 has expired. City of Wheat Ridge, Colorado Title: Date: Annrnved and Aareed- CITY OF WHEATRIDGE PLANNING DEPT. WHEATRIDGE, COLO. 80033 RE: LANDSCAPING AT 6556 AND 6558 WEST 44.. AVE. THE FOLLOWING IS A ITENIIZED BREAKDOWN COSTTO COMPLETE LANDSCAPING AT THE ABOVE LISTED ADDRESS ; GRASS SEED $176.00 BLACK TEA COMPOST 240.00 MULTI COLORED COBBLESTONE 345.00 LABOR 320.00 TOTAL $1081.00 PLASE NOTE THAT ALL ON SITE /0,3 ~ FOOTHILLS BANK 14277 .9„wdg~t P.O.BOi (307)940-9100 WheatR(dge,Cb W03a-02x8 2 g ` 82-838/1070 DATE 4 D~ TOTHE - PAY ~°od ORDER OF W ~e g ~ TISGHEGKISDEIIVEFEOINGONNEC90NWITHTMEFOLLOWINGhCCOUMS ii•014277o i:i070063631: i001 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303/235-2846 Fax:303/235-2857 WH~r a The City of Wheat Rldge ~o40Rpo0 August 12`h, 2003 Kenneth H. Gantanbein 8295 Raltston Road, Suite 300 Arvada, CO 80002 RE: Certificate of Occupancy for 6556 W. 44`h Avenue Dear Mr. Gantanbein: This letter is in regards to your requested Certificate of Occupancy (C.O.) for the above addresses. On July 25, 2003, a field inspection was performed to check for required landscaping. It was observed that no sod or seed had been installed at that time. A Certificate of Occupancy will not be issued until sod or seed is installed. The entire front yard must be landscaped in order to receive your CO. If you have any questions please contact me at 303-235-2845. Sincerel i~ ~ Michael esicka Planner EdJennings PO Box200662 Denver,Co.80220 Phone (303)388-1867 FAX (303)320-7987 City of Wheat Ridge Engineering Department 7500 West 29th Ave. Wheat Ridge, Co. 80215-6713 RE: Drainage inspection for 6556 and 6558 West 44th Avenue. Dear Sir: Date: 7l23/2003 File: L601113 This is to certify that on this date, I inspected the site grading for the above described property and have found that the site drainage appears to be constructed in accordance with the approved Final Drainage Plan entitled " Final Drainage Plan, Lot 33, Clarmor Homes, Wheat Ridge, Colorado" dated 1-25-03, prepared by me. Sincerely, ~ Ed J nings PE & PLS cc. Ken Gantenbein, Associated Contractors 0 ~ ~Z- PCy a.w ~S8 O~ 5330 p ~ L"~ ~p r O 7 z m~ d~.~F~masoes:,~nR~e6~N ai V7 m ro m (D (U O h() rt O Q. - ~ lD U~ 3 Z(n n n A ~ ~z W n<= ~ 3(D . a~. S N xN~tiy x~~ "w.,~ ~ =~rn d ~D~ommrnmm ~ ~ ~canoZ o ~I~ 4E.Pt3 p~pa OcO•";n, O Q70 I ~ n`G rt0 N p3 G N ~ (n N Ba«.% mw ~ 0 000 ~ M ~ ~ ~ i O < ~ ~ 0 $WO~r~ ~'SSU• C3 ~L*yt~g~d D~ ~ `-~-~07 NO~~ iC7 N O Q~ M ~ ~-PW4N1y'ye~ ~~a~ OnN 0 U1 p U700.U70NQ QF = ~ O ao D.,C j -~-h m ~ ~ R+~ mc'CF~'~aomaa~~'b ~ C CO ~ Oy, rA 7 N ~ t~q -Ci fp ~=4 (D ~oo:r ~oW3 ~ o CD L-'~ -.0 m rn k ~I..,~I 0- ~p M ITI f~l (Dp (p Cp S M ~O =O ~ ~ • p ~ 3 L J o a - d ••v ro x m ~ o.o ~ 3 ,z Cn Q (D, ~ O U1 ~ ~ ~O ~(D ,.7.F O.~ rt 3 Q- v 7 - O O w~ a3m y ~ 3 0 ma ~-3 y 0 ~ ~N,~, rt h (D ~ 4! 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Gantanbein 8295 Raltston Road, Suite 300 Arvada, CO 80002 RE: Certificate of Occupancy for 6556 W. 44`h Avenue Lear ivir. Gantanbein: This letter is in regards to your requested Certificate of Occupancy (C.O.) for the above addresses. On July 25, 2003, a field inspection was performed to check for required landscaping. It was observed that no sod or seed had been installed at that time. A Certificate of Occupancy will not be issued until sod or seed is installed. The entire front yard must be landscaped in order to receive your CO. If you have any questions please contact me at 303-235-2845. SincZ,-"/ 4 G~2 lei~'l Michael Pesicka Planner Building Permit Number : 15162 Address: 6556-58 W. 44TH AVE I Description: NEW DUPLEX. NO ABOVE GROUND WORK UNTIL SUB-CONTRACTORS ARE LISTED. Inspection List Number T pe Date Ap roval Remarks 39104 DWS LOCK BOX G.A.N 5/20/20031 1 OK/BG 39653 FP 6/30/2003 DIS/BG 39674 ROOF 7/1/2003 ok/b 39675 FE LOCK BOX G.A.N 7/1/2003 ok/bb 39676 FP LOCK BOX G.A.N 7/1/2003 oWb 39677 FM LOCK BOX G.A.N 7/1/2003 ok/b 39992 FB LOCK BOX G.A.N 7/23/2003 ok/b 39993 F-PW 7/23/2003 OK/DFB 7/23/03. 12 L.F. 6" VCG AT WEST DWY R&R 39994 F-LANDSCAPE 7/23/2003 FIND ~ Cf) O p C.) w Z Q ~ LLI ~ cc v ~ Z Cl) `~.p. _.i. 04 CW) ~c e) ~ U Z LO ~ U O N Q~ ° ~ Q ~ s Q M w~. ~..i ~ e o 0 LU u, ♦ 9 ~ ~ ~ ~ n w ~ LU ~ 0 O o= H . ~ ~ W ~ ~ ~ Q LU . 0 ~ w NC/)1 ~ J ~ ( Q 2 ~ ~ w a \ o 0 5W Z ~ a ~ ~ ~ ~ w ¢ ¢ w a O LL O ~ U y O O Z Q ¢ V ~ ~ z z ~ m I` ° m o ° ~ ~ cc 0 U m O W d z tn - S h O ~ z z a fr w a U) 'Z, a Q J Q ~ ` a w z ~ ~ H ~ ~ ~ cc O w z a ~ z O ~ U ~ W a O z - N ~ 0 0 m O o N 0 LL ° uLL y y ~ O C Q L i6 0 w Z 0 (n z w m W ¢ > 0 m Q J F- Z :D W ~ W cr U Z O O Z Ir Z) 0 0- i i C i i C ~I ; ~ ( Y s ~ o ~ ~ Y o ~ LL u) 2 0~ C U ~ E m w n_ _ ~ ~ ~ 1 ~ ~,A a M ~ \ 1 r ~ ~ 0 m C C ~ ~ m Q ~ m ~ ro (6 0 U 9 a o~ o~ c (D 7E E (u U E R C7 CU (D c Z % o~ 0 025 a J w d ~ m ~ C m i O) O Ol O ~ 0) O ca p N N LL" N ] ~ t0 O L Y o[ [r ¢ a[ ii S o t[ ¢ w w ~ = ii ¢ U- a LL ~ W Q Ll. cc , ~ W Q J Z ~ W N W ~ W ~ N ~ z LL ° Q W a ~ c) = P 1- 0 Q 0 I W! ~I Z U O a Q M U U ~ O i ~ COMMUNITY DEVELOPMENT DEPT. Inspection Services Division j I (303) 235-2855 Correction Notice Job Address: ( S SG -.5 0° !i1/ ~/1/~~v~C_-' .~)4 fEv ~ When corrections have been made, call for re-inspection at i ` 303-234-5933. ~ i / ~j ~ Date: 3"(U~ /~i~ DO NOT REMOVE THIS NOTICE , : COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 15162 BUILDING INSPECTION LINE -(303-234-5933) Date : 2124/2003 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: KEN . NETH H. GANTENBEIN Property Addre~' 6556-58 W. 44TH AVE Phone : 303-424-5521 Contractor License No. : 21547 Company : ASSOCIATED CONTRACTORS, INC Phone : 303-424-5521 OW NER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are acwrate, 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 tead and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the W heat Ridge Building Code (U.B.C.) and all other applicable W heat Ridge ordinances, for work under this permit. (OW NER)(CONTRACTOR) Construction Value : $150,000.00 Permit Fee : $1,273.75 Plan Review Fee : $0.00 Use Tax : $1,800.00 Total: $3,073.75 Use : Description : NEW DUPLEX. NO ABOVE GROUND WORK UNTIL SUB-CONTRACTORS ARE LISTED. BUILDING DEPARTMENT USE ONLY SIC : S Ft. : Zoning, Cqmments ~ q' ~ Approval:OK/MP 2/24103 Zoning : R-2 Bu~lding Comments.; PER REDLINES. Approval : OKIDM Publics,Works Comrtlents; SEE ATTACHED COMMENTS Approval :OK/MG Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : 21550 Company:ADC ELECTRIC,LLC Plumbing License No :21488 Company : lndepedent Plumbing and Heating Inc. Mechanical License No : 21565 Company : TONVILLE HVAC Expiration Date : 2/28/2005 Approval: DM Expiration Date : 8/31/2003 Approval: DM Expiration Date : 3/21 /2004 Approval: DM (t) This permit was issued in accordance with the provisions set foAh in yopur application and is subject to ihe laws of ihe State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applica6le ordinances of ihe Ciry. .(2) This permit shall expire if (A) ihe work authorized is not commenced within sixry (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. .(3) If this pertnit expires, a new permit may be acquired for a fee of one-haif the amount normally required, provided no changes have been or will be made in ihe original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the naNral Flow of water causing a drainage probiem. (5) Contractor shall notify the Building Inspec[or hventy-four (24) hours in advance for all inspections and shali receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drewings and specifcations shall not be construed to be a pertnit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulatioa ' Chief Building Inspector 7500 West 29th Avenue The City of Wheat Ridge, Colorado VV lleat Telephone 303/235-2846 Ridge DATE: April 14, 2003 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: PROPERTY OWNER(S): Kenneth H. Gantenbein, 8295 Ralston Rd., 5-300. Arvada, CO 80002 OLD ADDRESS: 6556 W. 44th Ave., Wheat Ridge, CO 80033 NEW ADDRESS: 6556 & 6558 W. 44th Ave.. Wheat RidLe, CO 80033 (duplex) SUBDIVISION: Clarmor Homes LOT(s) 33 BLOCK 2 PARCEL NiJMBER: 39-243-08-021 AUTHORIZED BY: 1-~~A A ~ DATE: ~ DISTRIBUTION: 1. Property Owner 2. Jefferson County Assessor, ATTN: Data Control, ] 00 Jefferson County Parkway, Golden, 80419 3. Jefferson County Mapping, ATTN: Addressing, ] 00 Jefferson County Parkway, Golden, 80419 4. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, 80033 5. Xcel Energy, AT"IN: Correspondence, PO Box 840, Denver, 80201 6. Qwest Comm, Attn: Shirley Campbell, 12121 Graut Street, Room 601, Tliomton, CO 80241 7. Water District: Wheat Ridge 8. Sanitation District: Wheat Ridge 9. Fire District: Wheat Ridge 10. Wheat Ridge Planning Division 11. Wheat Ridge Building Division 12. Wheat Ridge Police Department 13. Log File 14, Other: NOTE: Please notify all other parties concemed. ADDRESS MAP UPDATED BY: DATE: "The Carnation City" mI I Wilkinson Engineering F-=~ 4535 North Broadway, # 101 Boulder, Coiorado 80304 303-499-6755 Ken Gantenbein 8295 Ralston Road, Suite 300 Arvada, Colorado 80002 4,11 1 Ref: City of Wheatridge, Building Division , footer inspection 3/17/2003 Dear Ken Gantenbein: 3/18/2003 I inspected the footers for the duplex at 6556 W 44th street on 3/17/2003 , and the installation complies with the approved plans. Please feel free to call me with any questions that you have at 303 499-6755. Sincerely a ~ ~ q . , ~ 3 l~(/ r ~Ci! ~s .t' • a° William F. Wilkingbn,:,P ~ Wilkinson Engineering ~ O 4535 North Broadway, # 101 Boulder, Colorado 80304 303-499-6755 L1 dvo( 3/27/2003 Ken Gantenbein 8295 Ralston Road, Suite 300 Arvada, Colorado 80002 Ref: City of Wheatridge, Building Division, Wall inspection 6556 W. 44"' , 3/26/2003 Dear Ken Gantenbein: I inspected the foundation walls for the duplex at 6556 W 44"' street on 3/26/2003 , and the installation complies with the approved plans. Please feel free to call me with any questions that you have at 303 499-6755. Sincerely, ~v William F. I COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 15162 BUILDING INSPECTION LINE - 303-234-5933 : CITY OF WHEAT RIDGE Date 2/24/03 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: KENNETH H. GANTENBEIN Property Address : 6556 W. 44TH AVE Contractor License No. : 21547 Phone: 303-424-5521 Company : ASSOCIATED CONTRACTORS, INC Phone : 303-424-5521 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 responsibilityfor compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) Construction Value : $150,000.00 Permit Fee : $1,273.75 Plan Review Fee : $0.00 Use Tax : $1,800.00 Total: $3,073.75 Use : Description : NEW DUPLEX. NO ABOVE GROUND WORK UNTIL SUB-CONTRACTORS ARE LISTED. BUILDING DEPARTMENT USE ONLY Zoning Comments ` SIC : Sq. Ft. : Approval:OK/MP 2124103 Zoning : R-2 Baildij~ng Com~nents; PER REDLINES. Approval : OKIDM Public!Works Comments t SEE ATTACHED COMMENTS Approval :OK/MG Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : 21550 Company:ADC ELECTRIC,LLC Expiration Date : 2/28/05 Approval: DM Plumbing License No :21488 Company : lndepedent Plumbing and Heating Inc. Expiration Date : 8/31103 Approval: DM Mechanical License No : 21565 Company: TONVILLEHVAC Expiration Date ; 3/21/04 Approval: DM ,~(Id3 ~ (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to ihe laws of the State of Colorado and to the Zoning Regulations and Buiiding Code of Wheat Ridge, Coloredo or any other applicable ordinances of the City. (2) This pertnit shall expire if (A) the work authorized is not commenced within sizty (60) days from issue date or (8) the buiiding authorized is suspended or abandoned for a period of 120 days. (3) If ihis pertnit expires, a new permit may 6e acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the originai plans and specifcations and any suspension or abandonment has not exceeded one (7) year. If changes are made or if suspension or abandonment ezceeds one (1) year, full fees shali 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) Conlraclor shall notify the Building Inspector twenry-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with suc sive phases of the job. (6) The issuance of a m it or ihe ap mval of drawin9s and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the bi il i c s r any other ordinance, law, rule or regulation. Chief Building Insp tor MMUNITY DEVELOPMENT DEPARTMENT ILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE IEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number : 15162 Date : 2/24/03 Property Owner: KENNETH H. GANTENBEIN Property Address : 6556 W. 44TH AVE Contractor license No. : 21547 Phone : 303-424-5521 Company : ASSOCIATED CONTRACTORS, INC Phone : 303-424-5521 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $150,000.00 I hereby certify that the setback distances proposed by this permit application are acwrate, and Permit Fee : $1,273.75 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 Plan Review Fee : $0.00 made are accurate; that I have read and a9ree to abide by all conditions printed on this - application, and that i assume full responsibii'ty for c mpJ~'ance with the Wheat Ridge iiain . Use Tax : $1,800.00 Code (U.B.C.) and all other applicable Whe ~ Rid or Itnances, rk under this p gm~it SIGN ~ _DATE. G.4 Total: $3,073.75 (OWNER)(CONTRACTOR) Use: Description : NEW DUPLEX. NO ABOVE GROUND WORK UNTIL SUB-CONTRACTORS ARE LISTED. BUILDING DEPARTMENT USE ONLY Zoning Co'mments;? SIC : Sq. Ft. : Approval:OK/MP 2/24/03 Zoning : R.2 Building Comm:ents'= pER REDLINES. Approval : OKIDM Public Works Comments:w SEE ATTACHED COMMENTS Approval : OKIMG Occupancy : Walis : 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: (7) This permit was issued in accordance with the pmvisions set forth in yopur application and is subject to ihe laws of the State of Colorado and to Ihe Zoning Regulations and Building Code of W heat Ridge, Colorado or any other applicable ordinances of Ihe Ciry. (2) This permit shall expire if (A) the work authorized is not commenced within sixry (60) tlays from issue date or (B) the buiiding authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normaliy requiretl, provided no changes have been orwill be made in the original plans and specifcations antl any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (7) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change ihe naWral Flow of water causing a drainage problem. (5) ,Conlractor shall notify the Building Inspectorhventy-four (24) hours in advance for ali inspections and shall receive written appmval on inspection card before proceediing with successive phases of Ihe job. (6) ~The issuance of a permit or Ihe approval of drdwings and specifications shall not be construed to be a permit for, nor an approval of, any violation of Ihe jprovisions ottOiq building codes or any other ordinance, law, rule or regulatioa C.IfI I S DEPAATMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUII.DING IN5PECTION LINE - 303-234-5933 Date: CITY OF WHEAT RIDGE 7500 WEST 29TH AVEN[TE WHEAT RIDGE, CO 80215 - (303-235-2855) ~~~~TJON i Pioperty Owner: K2-o-I -r1 e`L k H• ~'7) -;tt,r FroperLyAddress: U,) -Q Conlractor License No.: Phone : ,~i&- - 917 -S2/8 OWNER/CONTRACTOR SICNATURE OF DNDERSTANDINGAND AGREEMM&LVVT Construction Value: .JO v oo -`"o I hearby certify that the se[beck dista¢cce proposed by tLis pemvt application aze ncurate, 2na eo nut v:oiate apPhcanie ora~cas, rulm w ,egataaons artna crtv Permit Fee: /Z 73, 7.!;' . of Wheat Ridge or covensafs; auements or iestrictiona' of record;.thatall. . ..P1ZI1R@v1eW E''08: 1°f~'] 'p[~~ measu[eme~.v showa, and allagations made aze accurafe; that I fiava read and , / agree to a6ide by all cond'dions printed ont8is applications and tBaf I assume full - T Tep T~v~ /$pO reaponsib fbr complianca with the Wheat Ridga Building Cade (CT.B.C) and •I.Ot3~.: j~ I allothen cca6leWheatRid Or'ia rk ert' e~it ~COMRACIOR): SI ATE I~ Description: L~74 3- 5, ~ BUILDING DEPARTMENT II5E ONLY W~~: _ :ia~l1 ~ou,~r~3ea 6 APPrwal: CKNP Zoning: 0A~ a~r~,~: z? fi 2` 3 R. ~ Approval: ~0 3 occupancy: . waus: xoof. ~Electacal License No: a P_l~bing License No: Company Companp: SIC: ~ st n~: Pi company: Sq.Ft.: RECEIVED JAP1 24 '?nn-t z~ t7- ,t Expiration Date: Expiration Date: Expixation Date: Approval: Approval: Appxoval: (1) 17ils pemit was issued ia acwrdance with the piovisions set forth in yrns applicatioa and is subjact to the laws of the SFa[e of Coloredo and W the Zaning Regula4msandBvild'mgCadeofWhwtRidgqColoradootaryofherapplieableocd'mmmcesofWeCity. (2) Tlils pumit shall ezpue if (A) tla work authorimd is noi commenced withia yixty (60) days from issue date or (H) the bmld'mg authorized is rvspmded or abandonadfu aperiod af 120 days. (3) If this pezmit expices, a mwpemtif may be acquued for a fea of ono-half'the amowtnomnlty requ¢ed, provided no cx, g.= bwe Ceea or wi1] bemade in theoti@nalplaosmdspecificatioacandanysuspensionorebandovmentLunatexccedWone(1)yeaz. 7{chanyesLavabeenorifsuspensimiorabandonmenL exceedsoae(I)year.fiillfersshall bepeidfocanewpemit (4) Nowodcofx¢ymannersLalLhednneWatwill^F~~thenanaalflowofwatercauvngadeainageproblem. (5) ConRa<torshallnotifytheBuildingInspectortwmty#rnu(?A)houninadvanc¢foiall iaspectionsa¢dsh¢llxeceivewrineaappcwalrminspaclioncazd6efo[a . pmceedmgwithmccecsivephaveso(thejo6. (6) The issua¢ee of a pennit ox fha appmval of dawings md sp<cifieations shallnot be canvhved to be a pemit far, nor an approval ot anyviolation ofihn :.provitioas offhcbuild'mg mdes mairy other ardinance, law. rvla mxegulatioa . b C1rief Building Inspector City Of Wheat Ridge Departmerrt of Public MEMORAI`IDUM TO: Darin Morgan, Chief Building Official FROM: Michael Garcia, Development Review Engineer DATE: Monday, February 3, 2003 SUBJECT: Duplex located at 6556 W. 44~` Avenue The Public Works Department has reviewed the drainage report; grading and erosion control plan for the address listed above and has no comments. The Traffic Engineer has reviewed the site access and has the following comments: 1. The proposed driveway configuration meets City of Wheat Ridge Code, however, this configuration only allows backing out onto W. 4'e Avenue. This may have the potential for safety issues due to the high traffic volumes on W. 44h Avenue. The Department of Public Works strongly encourages other types of configurations which would allow safer entry such as a horseshoe shape driveway. The grading and drainage plan shall reflect these change should the driveway configuration be changed. C556 iN. q.,`i, Hve revi2mj1.me m - ►9;~/~i~s5•=__lp.~",~(o_ Gv • '~`!f ~ !Q?J - r„ F/1-owT/,t1Ar..L C~B~~eJG-.. 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( • o r ~ ~ 0) 4-J ~ r' ~ p ~ ( O ~ ~ 0 c`1 I ~ I cv °0 3 ~ ~ Ll.l (j) C) I _ ~o I ~ ~~~•~o O a~ a~ ~ ~ ~o I ~ M 00 ~ ~ a~ o ~~~a I R3 ~ L ~ o `v o o ~ C?U~UN I cn-0 Q ~ I C: M I ( O U t ~ (j) (o L- I 1 I ' I ~ I I ~ . -o I I ~ ( ~z I Lr) :3 o ( ~ LO o0 -t « -~tiZ ~ E $ E m W On interior of wall MST Strap 24", 10 ga., use tOd nails. Header is (2) 1.75" x 11 Double vertical studs and double top and bottom plates 8'-10" 26" I11r- 16'-3° 26" On Interior wall use MST Strap 24", 10 ga., use 10d nails. Sheath exterior of each corner with 1/2" CDX or 7/16" OSB from bottom plate to top of header continuous. Nail 3" OC on each vert. and horiz member. At header three rows 3" oc. 10d nails. PHD5-SDS3 14 Ga. holdowns w/ 5/8" x 14" anchor bolts or Red Head Trubolt Wedge anchor 5/8" x 10", 5 1/8" embedment. 12" 4 1/8" I ~ (2) addit(onal 5/8° I X 14" anchor bolta Garage Portal Detail PHD5-SDS3 14 Ga. hoidowns w/ 5/8° x 14" anchor bolts or Red Head Trubolt Wedge anchor 5/8" x 10", 5 1/8" embedment. 4 1/8" (2) additional 5/8" X 14" anchor bolts Notes 1. This design meets the 90 MPH wind load requirement. 2. Use simpson metal connectors as Follow manufacturerer's recommen~ pattern and sizes. ~,.0 0r RMCS Surveying and Engineering Projed: Duplex, Associated Contractors Scsle: 114°=1'-0' Revision: Ttle: ~ 4535 N. BroadwaySuite 101 6556 West 44th Avenue Garage Portal Plan Bouider CO 80304 Jefferson County, Colorado S2 Ooo~. Wilkinson Engineering ~ 4535 North Broadway, # 101 Boulder, Colorado 80304 303-499-6755 2/OS/2003 Ken Gantenbein 8295 Ralston Road, Suite 300 Arvada, Colorado 80002 Ref: City of Wheatridge, Building Division , Plan Correction Notice, 1/30/2003 Dear Ken Gantenbein: 1. Attached are three revised drawings of the foundation plan per comment #1 of the referenced Notice. The calculations are attached to this letter for the revised footer. 2. Also attached are three drawings of the Garage Portal Detail which will satisfy comment #4 of the referenced Plan Correction Notice. Please feel free to call me with any questions that you have at 303 499-6755. Contact me two days prior to pouring footers for inspection. Sincerely, vv William F. 3 l~ - ~ 4535 North Broadway, # 101 Boulder, Colorado 80304 303-499-6755 2/O5/2003 Ken Gantenbein 8295 Ralston Road, Suite 300 Arvada, Colorado 80002 Ref: City of Wheatridge, Building Division , Plan Correction Notice, 1/30/2003 Dear Ken Gantenbein: 1. Attached are three revised drawings of the foundation plan per comment #1 of the referenced Notice. The calculations are attached to this letter for the revised footer. 2. Also attached are three drawings of the Garage Portal Detail which will satisfy comment #4 of the referenced Plan Correction Notice. Please feel free to call me with any questions that you have at 303 499-6755. Contact me two days prior to pouring footers for inspection. Sincerely, 3~ William F. Wilkinson, Wilkinson Engineering Cfit,y of R'heat RicW, Color:ul.o Bnil.ding Dfvisiou Plan Review Corredion Notice Addrave: 6556 W 44th Avenue Owner: Gantenbein G►utract,►r: Associated Contractors InC. Pro,ject: NewDuplex OeenNnncy: R-3lU-1 Vahu►tim►: $150K Datc_ January 30, 2003 1. Pad footings appear to exceed 1000 psf soii bearing capacity, have engineer provide calculations. 2. Show uawl space vent locations and sizes on plans. 3. Provide ezisting and proposecl sita drainage wntours or spot elevation and finish floor elevations for garage and dwe(ling. 4. Garage dpor comer wails are required to be 7-8" minimum, ptovide engineering for 2'-2" proposed retums. 5. Show exterior landing sizes and types at each exterior door, 6. Prvvide window types and sizes for alI doors. 7. Provide unit separafion waA detail and sectron. 8. Show pmposed water and sewer line bcations and sizes on site pian, based on fixture count a'/+" water meter wipl a'/." service Gne can serve each umt individually or both uniLS can be served by one 1 inch water meter and a 1-114" service line. 9. Provide weatheryroof GFCI outlets at honl and rear doors. 10, Lahel garage ouGets as GFCI proiected, mounted not kiss than 18 inches above finish floor. 11. Labe1 all GFCI outleTS in kitchen and bathroprns. 12. Show ail p/C wHh 6aflery backup smoke detectors loceted per UBC requirements. 13. Provide AFCI (Are FauN Current Intertupter) pmtection tor each bedroan circuit, label on plans. 14. Show swftched light at entrance to crawl space and GPCI outlet and light at (umace onrfs. 15. Su6mit a qoor arM huss framing plan. Please make these additions or corrections to the submittal and resubmit for reuiew, if you have any questions please contact me at 303-235-2853. Thank Codes _ ~i Fvv~v0~4'i raN ~ G ~fYl(rN - - ~R-Ow 1 GUR'1.L P-F~[7uldJG-. _ _ . - - - - -~~N~,~l/~.✓ uJ~~..~ - 4 5 .~.~2~.) C~ 5p~ - pGF- , _ _ - Ai P7002 _ pG~-- D A05 P~F _ _ U_S~ wM'Li- - - Fr✓D r.v~L Z--oPO/,) 6- AL)C wI-GL s dcr? ~.rof 70~. a __GEA/7-k4t._k6_b4ok,.L.-OA)b- ~ _.__~!ln.5voovR;aSns~ijiu ~f ]i?l5rs ~23 - . LOol~ L,o *4-al S-`~'~ - _ ck_57 A _ 11a5) d- /L-T j6jv0 u,i,qs-L- ~ ~ 07S~~oo6 ~ ~o SF L 33 -_/6 _X J``f DF ~r75fL_ 1S. _!N_ ry-U /?//~GJ[ON5 a~- fd./so 42-xz+a+' la,a-S~' fa. ts_~F p~ - o7tR___ CE~rrb~ wPr~~ ~ a,_,~s'SF usF` 4~'xa-a" r~,4pbru fp On interior of wall MST Strap 24", 10 ga., use 10d nails. Header is (2) 1.75" x 11 Double vertical studs and doubla top and bottom piates 8'-10" 26" 111- 16'-3" 26" On Interior wali use MST Strap 24", 10 ga., use 10d nails. Sheath exterior of each corner with 1/2" CDX or 7/16" OSB from bottom plate to top of header continuous. Nail 3" OC on each vert. and horiz member. At header three rows 3" oc. tOd nails. PHD5-SDS3 14 Ga. holdowns w/ 5/8" x 14" anchor bolts or Red Head Trubolt Wedge anchor 5/8" x 10", 5 1/8" embedment. 12" 4 1/8- (2) additional 5/8" I X 14" anchor bolts Garage Portal Detail PHD5-SDS3 14 Ga. holdowns w/ 5/8° x 14" anchor bolts or Red Head Trubolt Wedge anchor 5/8" x 10", 5 1/8" embedment. 4 1/8- (2) addltional 5/8" X 14" anchor bolts Notes 1. This design meets the 90 MPH wind load requirement. 2. Use simpson metal connectors as specified. Follow manufacturerer's recommended"H{ipg pattern and sizes. ~.w~?._ *•a I lm4f1 ,,s_* RMCS Surveying and Engineering Duplex, Associated Contractors s,ale: Ila°,V-T Redsbn: Ttle: 4535 N. BroadwaySuite 101 6556 West 44th Avenue Garage Portal Plan Boulder CO 80304 Jefferson County, Colorado D~~ ~~3 S2 • Fo~Na~-<<o~v ~ ~ `irir~ _ ~R-OW 1 (~{1RY.d._ B-E?t~JbJG-, FoO,I o,~na,I 4 6 .14 ~4..oog_ 4k, L./0 y-~ca,~ P<-f - - W) _Y,2, C /v ~4LF_ /l 5-0 P4-f _o#__ w4-4-L ~--o ",-Wf,-~ ~&m,~ Pl~- FAowT A04.c_ _ (aS.4Awzllzl~ .._PAOp GU92-L L1-WiN_6-•_ e4loC klt,G~S f[ oDk "2/a- (10 t4-u1 a ~ A~A ~ _ ~ ,r X mF F-15701-AfL aiytd~eicows c'>D P-T ckwMA P#o . c(la.i~ 1`..._/d-/S)FlDO` USEf-o071i/C APPLICATION FOR MINOR DUMPING/LANDF/LL PERMIT APPLICANTS NAME: APPLICANT'S ADDRESS ADDRESS OF FILL: DATE OFAPPLICA7 0 pndude City, F wHeqr 0 ~ ~o _ ~ U m C~C OR P~~ All permits shall be applied for through the Public Works Department. An approved permit is effective for a period of one (1) year from date of issue and may be renewed. All fees shall be in accordance with those fees established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances. Nofe: All public improvements, when consfructed, shallbe maintained (by the respecfive individual(s) and/or company responsible for fhe construction of thaf public and/or private improvemenf in the respective developmenf) on a daily basis, or as needed, such that fhey are free of mud and other construcfion debris fracking from the site. Failure fo comply with this requirement will resu/t in fhe enforcement of Article ll, Specified Nuisances, Section 15-16 (4) of the City of Wheat Ridge Code of Laws. MINOR EXCAVATION AND FILL PERMITS 1. 1-50 Cubic Yards: No permit is required for dumping or excavation of earth aterials, which do not exceed 50 cubic yards, provided, however, that any fill deposited is on natural terrain of less than three (3) horizontal to one (1) vertical slope, or such fill is less than three (3) feet in depth and is not intended to support permanent structures, and in addition, such fill or excavation does not obstruct or othenvise adversely affect any drainageway. Should any of the above standards be exceeded, or a drainage way be affected, a permit shall be required under the guidelines for No. 2. 2. 51-500 Cubic Yards: Dumping or excavation of earth materials not exceeding 500 cubic yards may be allowed with a permit approved by the City Engineer. All applications are to be submitted on the appropriate compieted application form and shall be accompanied by the appropriate fee and sketch plan indicating the foliowing information before the permit will be issued. A Location and dimensions of ali property boundaries and structures on the site. B Location and extent of areas to be filled and/or excavated. C. Location of existing and proposed drainageways, irrigation ditches, etc., and indication of how and where historic run-off will be maintained on and through the site. D. Cross section area to be filled and/or excavated indicating original slope, new slope and depth of fill. E. Statement which indicates the proposed use or purpose for said fill or excavation. F. Relative elevation of adjacent properties. G. Erosion control plan showing placement of control devices such as hay bales, etc.. Files oa Enginent\Form\FIll Petmitwpd 1 Rev. 04/02 3. 501-20,000 Cubic Yards: Operations in which earth material fill or excavation exceeds 500 cubic yards but does not exceed 20,000 cubic yards may be allowed by a permit issued by the City Engineer after review of an application and supporting information. The following information shall be submitted with the required application form: A. A site plan, prepared and signed by a Colorado registered professional engineer, at a scale of no less than1 inch to twenty feet (1:20) which illustrates the following: 1. Location an dimensions of all property boundaries and structures on the site. 2. Location and extent of areas to be filled and/or excavated. 3. Location of existing waterways and drainage courses indicating any changes. (for a site containing an established irrigation ditch, a letter of approval from the appropriate ditch company shall be required). 4. Location of existing and proposed points of ingress. 5. Location and extent of existing vegetation, proposed changes in such vegetation and methods of rehabilitation on site vegetation after earthwork operations are complete. 6. Erosion control plan. Grading plan with existing (dashed lines) and proposed (solid lines) ground contours with contour intervals of 2 feet and spot elevations. 8. At least two cross sections (east to west and north to south) through the site showing depth of fill and/or excavation. 9. A drainage report may be required if site runoff characteristics are changed. 10. Relative elevations of adjacent properties and structures. 11. Statement of purpose of intended fill and/or excavation. 4. Performance Standards: The following provisions shall apply to aIl Minor Excavation and Fill Permits: A. Rehabilitation: Within thirty(30) days after cessation of filling and/or excavation, rehabilitation for the site shall have been completed in accordance with the approved plans. Rehabilitation shall consist of leveling, grading, landscaping or any combination thereof to minimize potential erosion ancl be acceptable to the City Engineer. B. Debris: Debris and/or contaminants shall not be used except with the approval of the City Engineer. "For the purpose of this Section, the term debris shall have the same meaning as the terms "garbage, trash orjunk" as defined in the Wheat Ridge Code of Laws, Section 15-4." In no case shall debris or contaminates identified or classified as hazardous waste by local, state or federal agencies be used as fill in any fill areas within the City of Wheat Ridge. C. Excavation and/or fill areas shall be graded to facilitate weed control until finai grades are set and site rehabilitation and use occur (must be leveled with side slopes not to exceed 3 to 1). Files on EnginenflFoxmTill Pexmitwpd 2 Rev. 04/02 5. Permit Fees" 50 cubic yards or less 51 to 100 cubic yards 101to 1000 cubic yards for the first 100 cy plus for each additional 100 cy or fraction thereof 1001 to 10,000 cubic yards for the first 1000 cubic yards plus, for each additional 1000 cy or fraction thereof 10,000 cubic yards or over $10.00 $15.00 $15.00 $5.00 $60.00 $4.45 $100.00 TOTAL $ *Wheat Ridge Code of Laws Section 5-76. All permits shall be applied for prior to fill deposition or excavation operations begin. Any permit applied for after cutting or filling operations on site are in progress shall be subject to a double fee and other penalties as prescribed by Wheat Ridge Code of Laws, Section 26-1004. Any fill requested under this permit within the 100 year flood zone MUST COMPLY WITH WHEAT RIDGE CODE OF LAWS, SECTION 26-801, FLOOD PLAIN ZONING ORDINANCE. 1 HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT AND UNDERSTAND THAT I CANNOT START THIS PROJECT UNTIL THIS APPLICATION IS APPROVED. I SHALL COMPLY WITH THE LAWS OF THE STATE OF COLORADO AND WITH THE ZONING REGULATIONS AND BUILDING CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WILL CAUSE IMMEDIATE REVOCATION OF THIS PERMITAND COMMENCEMENT OF ENFORCEMENT PROCEEDINGS BY THE CITY OF WHEAT RIDGE. THIS APPROVED PERMIT WILL BE KEPT IN MY POSSESSION OR PERMANENTLY ON THE JOB SITE. OF WHEAT RIDGE: s Signature (if different than above) Approval Date Files on EnginenflFormTill Permitwpd 3 Rev. 04/02 Let Numbar: Permudumber: AEdre55: ~ form on in ehie box is for admiaiSS1ative purDOSac Ny dnd i8 not peM1 W the en41t100fif1g f8 Bw. . . . ~ 'rass Fabricator: Hope Lumber.^ - " dob Reference: ;7249_ MUl72_4'9~ASSOC.CQ~IT.IWHEATR{DGE DUPLEX ` Engineer~ng Index Sheet RO[3BIN$.~ '.o.eox2eooss Tampa, F. 3388'1-ti0B5Phone Page 1 of t 5 , INC. cs,aysn-,~s5 ~NGiN6~R11~4 lndez SpeCifioation Ouantity Job Number g 543020730 p Prote9slonal Eng+naefs se21 atffxed to this IndPac Sheat ind(eates I.he aeCep[ance e+ pfQiessional Sngineedng responsibWries for tadividusl truss comPCnentg fabr'catetl In aocordance wah the Ilsted and attaohetl Ttuss Speciticatian Sheets. Oe[erminatioa es to tha suitabflfiy o1 these individuat truss eompenents fur eny atn+cture Is i~ie responsihility of the anlint Truss Designer defined maiirnalnse Dy Robbtns En8 ~e ^BS~IQ 1-1995, ~a^°8 9wd ^9 ~^dax Shfleet ancUOr the aRachea SRe~~' n Sheets meY be dlractad to !ha truss fabrlcacor tisted abovE or Aobbins En ineerin , Inc. SPea Number Mark Spac• NurnCar MaAc SpeC. Nuf~1'6ar Merk Sp~ Number Matk 001 A ~ - - ~3 002 AE ~R' ~ Intlez Page i of 7 ~ ~ ~ ~ ~ ~ ~ t I I .-sa ~ vvaL~n~l nJntA-I.IH !11 ~ n 4 n 9fIQ19 ONIa~NI9N3SNIHH021 bJ Wd ET:b E002 0I H3i ROBBINS ENG. GENERAL NOTFS PLATE LOCATION -+J 108 Centcrplatesonjoincs unless othenvlac nomd in plate list or on deawing. Dimensions asc pVen in inches (i.c, l 212" or 1.5') or 1N•16tlu (i.c.10$). PLATE ORIENTATIOIV N'hen shown.indtcates dirxtiona(stocsin connettorplate. PLATE SIZE Y sz sYMB oL~s ~'1'E~gpi, gRACING ~ 6.3 X 8.8 The ~+,mcas~rd sp~P~~he wdtdicuWr to siocs. Thc sccond dtmen9lon is che lengih nseasurcd parallel to slots. DIMENSFQNS 6•0S-OS All dimensions are shoNvn in I--""-"1 FTdh-SX (i.a G 8112" or 6-OS-O61. Dimensions I¢ss 708 chan one toot ace sbown ie I-~ 11\•SX only (i.c. 70$). ApBgiNS LOCK connector plates (20 ga. galv. sceel ASTM A653 SS Grade 40) shail be aoplied on boch fates of truss at each }oliti. Center the plates, unless shown othenvise by circles (o) or dimensions. No loose knots or wane5 in plate contact area. Splice only u>here shown- Overall spans assume 4" bearings at each end, uniess indicated othenvise. Cuttfng and fabrication shatl be performed on equipment which produces snug•ftttfng joints and plaEes. Unless othenvise noted, maiststitre contenL of lumber shail not exceed 19% at time of fabricaiion and these designs ate not applicable for use with fire retardant lumber. Thu design was prepared in acCOfdance wiih "Nationai Design Specificatians forStress • Gnde Lumber and Its Fastenings° (AFPA). "Des9gn Specifications for Light Metal Plate Cannected Wood Trusses" (TPI), and HUD Design Criteria fox When truss is designed to ticar on multiple suppotti. intedar bearing locatians should be mark¢d on che ttuss. lnreriot Su{~port ar L~ temporary shorine musc he ip plare before smccing this truss. If necessary. shim b¢az(ngs co assure 50114 mntatt With truss. Trussed Ratters. Robbins Eng. Co. bears no responstbiltty for the erection of trusses, fieid br , ing ; or permanent truss bracing• Refer to HI'8-91 as puhlished by the Truss Plate Institute, 583 D'On fkio Drive. Suite 200. Madlson, Wlsconsan 53719. Persons ezecting trusses are cautfoned to seek professional advice concerrsing proper erection bracinp to prevent toppling and "dominoing". Care should be taken to prevent damage during fabrication, siotage, shipping and erection. 'Ibp and boctom ch.otds shal] be adequately bnced in the absence of sheathing or),80 I ceilin$, respectively. It is the responsibility of others to ascertain that the desfgn loads utilized on this drawing meet or exceed the actual dead loads amposed by the s[sucture and the live ]oads imposed by the local buitding code or historical cl9maticrecord5• ~TCTATI F pp gIUILDING DESIGNER AND TRUSS fA~ TQ ~~E HIS D WG. & ER FX THAT DATA~ IA'CLUDING DIM. & LOADS CdNFOItM TO ARCH. PLAN/SPECS & FAB. TRUSS LAYOLJTS•~ I r .•~,...,;.~,e, jra ~ o . . . REGIONAL OFPIC:zzi P.O. Box 280055 Tampa. FL 33682-0,055 g00-282-1299 • Fax:813-971-6117 11. - ~ vMQIdn~ ~.Jf1H-I.IH n i C-2 1131 Rockingham Lane • Suite 128 P3616 South Road • Suite R Iiulkiteo. WA 98275 ichatdson. TX 75080 800-532-9904 • Fax: 425-349•5928 972-238-9609 ~ Fax:872•669*32 ~ _ wn 9NI ?J33NI9N 77N IHBOa a~ wd ETsb EOQZ`~BI H3:d 1x4 con6nuous tacenl bracing accached Nich (2) Sd nails cach member where indicaced or?x3 T' or "I: brdce stilTener iE applicable na4ed flac io cOme of x•eb with 12d naiis spacod S' o.e "T' or ^L' beace must b¢ extended at Icast 9096 of web Ict0h• 'P BEa,RxrtG \:31- ' P1-~1 La£t OH Right oH - w~ Quan aab 'rYPe Span i- o- o a s.- a- o T03U20730 A is TR aaoooo X 7244 MtT/7249/ASSOC.CON2./~'ATRIDGE Dt7PLE 6fi$Q206 S 1 z 5r5= 15 gp 3 ' n6 12-9-1 e , HO 9-}5 ~ a laa4 3x6. G p a-'7-11 3x6= a_2_is ~ 9x6c A ~ . $ g SS D 3x<- 3xa_ 3~ . N:308 R+1160 w:300 lf~ ZB6 R:1160 0 tl: 2BR 26_~~~ ; ~ W SL m' 6~i-14 W ~ 17-~^Z 12 7 2 . y_~ _2 . 5- ' 6-a_i --....,...~3_A- u . ' . ~ . SP '1'~ ~ 6-~'S .___'7~ 24"C~C ~T ' 15_9-12 - ~ e-3-4 BY : 26'0-0 . ~ i . ~ )A7. 4TA'EBS 11P8 LOCRd' 0 $Cd(6: O.Z$2" = 7~ Aob5lr.s vo ~ien 13.5.031 0a1~ yyye xuia aaaa~ 7 z- Csi SIaE iGMasa 1.19Fo ~ 0.45 2X a i630Si.5 7,897 811C 0.56 2X Q 7.650E},5 iB97 59 2 xffi~SR IMCRF~83 RSeB'LST2~8 FB 15.OS t-i O.o~ sC a.oa LATSw.~. saACxx6: TPP CBGa~ ' CONTxNU01S5 8TM CBOAD ' ~Z~QV=N. 2ayss araczaa - Er.4lneei~in9, inc./on11~c plus^ A?orypg, 7VUSS wcIGN''~ 120.0 ~BS ggylgp~p BY:i~ozinq. 2na. pL.Et~ DSPZ . 0.28" IN a-O RobAina IDM yL DL'4'L ~ 0.16"L< :RG99RAN/2i0 3636 Snuah ~afl Suito C-2 SP7~l1/DEPU f~ Z} ecut~lwo. MA 902~5 PSATSNG CONSO9MS TO ~IBC. 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CO x d.00 C'1~ ~ £ 1001 1.00 R<.00 CTR C'a ~ 91 d100 3~00 R 6~D0 C'~ ~ A$FfiR TO ROS8IN9 Si6. 68NBPN. ADDxTIONK~ SP6cO2SICAT IO179~. f~ 1 HOTE9: 1. 7RV5383 lAi7Ci£{.~~~ SY - BnPe Lumbos `-g~SYVBBn. - 2. 8l42RIGL AN7Sa'' 3. OSSxGN SNCLW88 C9BCB cOR . 10 PSP NON-CONCf~N~'iT LIV& L~ll~ ON BoT'IIQ6 Ce~~~ . 4. ~FiND LOpos ' AN82/ASCE 7-99 TRO83 IS AS92.~ ~ A ~ ' - lAIH KiND-4'~NCB F88 SYSTSN POR SRSERIOR 20l~ LOfA7'SC~,f 94SOm 9Y~SD - 90 ema E~AT7 ROOF 98Z69T - Z+~ ~OSOS& GSOGOAY - C oCCOpAlaCY FACSOa - 1.00 E[iCL098D 8V=7.~IN6. 5 0 PS8 TC DET~ tA11D = 8C Pei1D L011D a a.0 4~ ~ 5. FH.41'bR7 T9VSS TO aR6 A gCR 287 S86 OF 9FL~'• wHILB PE9eit1'l'I~6 NO V~ ydpy~dSiT OF WN.L OR SRO. g ~T2p6 T.BSgOS~tJBI.zGFT, ~ 9i8IL8 EELdOi'~TIt36 ND v2wAR~ ~pyg~HT OF WN.~ OR 9P0. t , ~ ~ ~-.f4. ~ ~ g_p c 668 T as = a~ . ~ . RoEelne Engineedn4. ~n~.~"tlne Ploe'• O~94fi•2CC3 VarMen 13.5.02~ Englnootlng-PoRaii A2N'llo8 , an ~'nn~ ~ v~v~.~n~ ~anu_i.iN ni 9NIb33NI9N3 SN18H021 b~ Wd EI~b E00Z 0T $3~ Spaa ' P1-Hi LaPt Ri9ht an Ox =art aee Qu~n Typa ` 1_ 0- o i- o- 0 . . a3oao~so ~ 2 TR 240000 X 9 MV/7249/z+s3oC.CONT./WE3~AT~~6E DUPS+S k0106 J$724 DC 12-94 SsS= ' AO 9-}6 o 12~9-1 a-7 5 xx4' H 1Q 1s3 s:c c+ . _ g s:a:L L:a . o lxa.. ' . a , ]sY J I N SX4;i }b. . iaca: s s t:a ~ q-7-13 s D 3x5= 6-9-15 c 3~= ' - T v p g a 6 t K ~ ~ ?x6.: 1s4 1x4: 4: X z lfe6. }s4.': a~ lx ' . 1x4.. 7,x4 . 1s0. lac4.1 1i1X4 : 1S • Sl 3x4= ti t m ~ q 24-0-0 e , . a , .r I , - , 6-- y C. 'HC: a4 o 0 ~ = @H~ q ,r; p[,L PLATBS APE LOCR20 _ 2' Spa1e: 0.28 Tcbbins E.1g"°e=~ tnt~ ~PIL951P~C1ST HN2liD ppL;ns Ylua --Vaesaen 13.5-a31 g $1-0 I 0.01 $9 T 0 0 8mi DA7~: 2' ~-03 p_p 0.01 59 T 0 0 0 CSS 9228 LIIlID&d 1.1586 P-8 R-T 0.01 50 T 0.01 59 T ~ 0 0 Tpp 0,14 2% 5 1650F3.6 1897 T_y 0.01 59 T a '3 81M 0.12 2R 4 1650F3.5 1897 ox 59 T 9 12 VB$ 0-04 2% 3 S4FS-STU 769 X-E 0.02 59 T "12 177 -47 ;RPSTiTi~M1' ~'~SR I~C&~E9: g-gB 0,08 59 T E$ 7.9.08 0.0% ~ D.D~ 0.12 $s x -177 -374 n8s LaTePift 88aca~6i 253 C 6'~ ° 36 C ° Iu t s~-s ' ion zxvo~s ~ c X_y . soz c a-d ~ e TR446 SPACING - 24.0 SN. p_8 e '/B C R-Q ' loa c T-S a 102 C Y-V ° 101 C 8TA$Datm LonnzNa s ~ ZY ~ 3b C L~ER SSR&9s xNC1oENes: 15.04 is oa an. nn- 2s3 c PTATS sTAB55 2 ~'(PSF/ 'fAAD2N6 1IV0 TOR CeD 30.0 9.0 STl1 CEC 4.0 7.0 'jp~,'pL 9fl . 0 X5.0 45.0 svesanr eazxsa:a COtlTSN00a3 BSTNESN JN1'4 A 6 C SOAD GASE M7 UBC SS. CSECir yVRaER gR&E53 211CREASS: 40.09 pL%TE SRRESS INCBSAS&: ~PSF109 TAAD2N6 LIVS TOP CISD 0.0 0-0 STlS CSD 10.0 7.0 =Ay }0,0 15.0 25.0 9YP90RT CRSR8V=A ~ A fi G CONTZN~7S BBRNE~7 yE,yrT RI691' ~L 02N - asX OIv - ASX NOAR CSi FfLBS) S@29T 1020 TOP CBORDS L-D 0.14 59 C 14 462 D P 0.34 17 p,-g 0.02 T6 ! 3 90 g-J 0,02 96 T -30 24 i-L 0.02 97 T -29 31 y-N 0.02 109 2 -41 -2 p-6 0.03 120 T 2 66 e-Q 0.02 119 T -59 17 ¢-A 0.02 101 T -17 68 S-a 0.02 90 T -69 65 tf-Y 0.02 61 T -65 6B K-X 0.02 43 S -49 0 9 an-C 0.14 24 C 920 85 ppTTO[S C90RDS .%-a 0.32 59 T 119 56 8-6 0.06 59 T -58 ^15 6-I 0.02 59 S 15 a I-!C 0.03. 59 7C rt M 0.01 59 T 1 ~ m-31 0 03 39 'i 0 0 TR09S NEIGH1" 140.9 LBS 2 1oD1 1.60 x 4.00 C'iA CTR AA 1001 1.00 X C.00 o CTP. ~ ~ QT $i iioo x a.no 2.0 ea~ a z yy Dggy~0m01"0~•18PG-SPPp/260 SPAL7JDSFx. (DGlLI = 999 PLATING CONE'D[XS TD 9BC, AN6I\ iES-93r SSC, xm =RC-2000 RUTB vALOE~e=essPLVB3 OP~~ AD4ROVI+L, oN S8F5 6 oSG L11lBSA (GBOSS ARRA TES1) PLATBS - 20 OAVGE LOCK MZRDXNG 1a StiCR6ME IIACLVD831SgOR p R g~ 1339- 463 506 PLi PER RAIR JI1"LPE 01 PLAT& 92E8 3 00 R 5.00 X 7.0 Y 3.1 A 9 20 3001 . 5.00 R 5.00 CTR C'TR ~ 2001 3.00 X. 5.00 7,4 3.1 D 3001 1.00 E 4.00 CTA CTR Q 00l 7 1.00 X 4.00 CTR CTR ' S . 1941 1.00 7C 6•70 CTR C m G 3901 1.00 X 4.00 = c-TR H 3001 1.00 R 4.00 CTR CTR i 1001 1.00 S 4.00 CTR CTR J 1001 1.00 ]c 4.00 C'ra CTR R 3001 1.00 E 4.Q0 CTR C4'F L 1001 2.00 X 4.00 CTR CTR q ioo] 1.00 x 4.00 CTR CTR g 1001 1.00 X 4AO CTR CTR q 1001 1.00 X 4.00 GTR C'A7t p 1001 1_00 E!•UO CTR CTR Q 1002 3.40 x 6.00 CTR CTR it 2001 1.00 St 3•00 CTR C1U ' S 1001 1.00 X 4.00 CTR iR C T 1001 1.00 X 4.00 CTR CTR U L00& 1.00 S O.oo FWA cxte V 1001 1.00 x C.00 CTR CTR x 3001 i.oa z a.oo CTR C:R X 1003 1.00 1C 4.00 CTR CTR The iransf'er of loads to the roof Diaph[dgrn ead bracing for horizontal wind loeds is rhe Responsibility of the Build'u+g Designcr• ~ ~oeolna Bngineanng. hrcJOntma PNs'^ m+e96~?A03 Vnreim t3.5.08t En9ineeAn9• Pallm6 OPJ071W ~•^~wM • as~~ 7Afl! P. r icA• a N=iawfl'1 3dOH-WN 01 ON I a33fJ I9h13 SIJ 1 HHOa a;~ Wd 7 S:4 E00Z 0 Z ~ f g~ T03020730I AE Fzv:zwTD m: AeLD3na aa4inoasin9, sui 3616 9eusL w°9B4 Scp C-$ ]Tokiltao, A6PE& TP RODHINB SN6. 6BONL Mp yyMgoL3 8MT POR . IOE7Ah SPECIFICATFOM. NOT88: ~ i. TRQSBES 39.OF'ACT~'''D 91 Sopo wmDes c SU@PSYVS~. a. ~iwze~n nz~tsx 3 D861Q0 IN(:LOD63 C8&C6 'POR O~. 10 PSF NOtP-COEiCmuuw LIVS SRSw oN BOTPG46 ~ 7-48 a. Vrsero so~os - tR0.99 Z9 DESI@7ED A3 > eWIN 9PIND'ppgCg A6S SYSTEM 80A mmRiOR SONE 1AC71TION p=Np ggg,Ep - 90 mB mpp p,pppIM2692 - 25' SXPOSORS G1800RY - C pccup}my BpCTOR - S.CO g,*Cyp&so 80ILPnG. 5.0 ESF TC DOi~D 7.OAD ° v.0 PS@ 8C DBAD LCAfl = 6. Ph87m TROSS TO 9nc A POR 93 L9S OF aFtSET, qgI7.8 PEAM'F'+TnG po i7P1PARD yxmgiT OF WALL OR H96. 6. $A9TSN SRO$3 TO SPG C POR 93 T.94 OF UPLIET. SRIL& 48SmXTTIS76 NO uYom xjygUry. pg 4TALL OR BRG. 7. YLS13N TRa39 TO A= 6 rog=Ly 1.55 p YE1N22lSN6 No 02F4I+PD mgpgcyiT DF iPtSL ON HRO. e_ M5T6l7 yRO3S TO 8RG t ppA 5H L85 OP UPL=9Tr MHIL6 468MSSTINB HO VPRIIRD MOVMMT pg VpLL OR 8F6. 9. gpsTgq TAV68 @O eR6 b1 ppR 51 L85 OF VBLSY.Cr wa== gggmz1`$SNC ND OPNm kcrigga pg 19sLL OR 8PD• 30. FA8',CSX TR639 TO HA6 T 8DA 52 LHS OB Li8LSF1. 91BS1S Y2AKM'lIN6 NO UPIPAAD MWMOST p(s WALL OR 81~'+. 11. Fa4Tm TRUSS TO 8R6 X FOR 51 r.HS OF OPLIFS, wazrs EsazaTCxim !ro aArov= mpVgjffiST OF WZL oR 320. 12. Fp5'SSM TRIISS To HIW 8H Mn 149 LBS oa tlRL2FP. pgly$ pEM6ITTIi70 NQ VERPAFID kgypm= pp iPpLL OR 9RG. QuaA TYPe Span .Pl-S1 Letn v. 7••- _ .e ennnoo A 1- 0' R1' 0- 0 fi CORI. ~ i \:3- v. fiah0ln6 EnginaxinB.InCNnline PIUB" 91998•2P07 Vanion"13,5.031 Ertpln~enng: PeMeit 0210~N7 t:~C55 PM- Peqe 7 e12 • ~ 9IIf10 niiaA•,a NaRwni-adoH-wti01 JNI833NI9N3 SNIHHO?J 23d W-d b-I~4 eaaz ei e3d 17103Q20730 9-]i-0 3-9-4 3~t5= °i L~£t OH R:'L4ht OA c•as•••~•••••~ Qu~y T,lpO Span E1-HS O 2 ~t0 91000 a b° fl iNT . VQFLEATRI E DIIPI.E7~' _ . T 1xa.: J a:a : 4' i:a " ~ F 1%A L D ~ C :a: $ p 1a0 1f[6: 1 A 1x3 ls9 . ; . . . Z ,4 sL i-o-so. -o a-si 9-io-o EP . 1'0-0 .g IDY: - - A7,L PlaS65 AM L'D=o Scale: 0.375` c 5' i ^ ~0:.line P1' 1nc x 56.= L TzVSS w~I6FPt: TSVIyII916p ax: 2obblr.s £~9i~ eer . .9 ~IDR . iST HL~2ND CSi PI~S) K@ Inc. TeasinS, Robbina Sn9i Vasasen 33.5.031 Onlioe Plua R..C 0.09 9 T '6 a 3616 Saush Raad Suitm C'2 'AlM OA'F6+ 2' 7_03 Wws Z~ 4. ~lukilteo, 98295 Csx $ITS LUE~SR 1~15FB g-p 8 s 268 C 6-F = s 110 C S-J • 119 C gEFEA TO R009INS EN6. 6ENSWS 2oP 0.16 2% 0 3650#'1.5 1097 C 8 i 60 G N~s ~ g~py9 9y8&T P'O(Y S gyM 0.12 2% 4 1650F1.5 1 f1B5 0,30 2% 9 S2P9-SN 759 gXCBPTiON3: z-8 p% a 9PF5-54'A 575 ACYBTSTW6 !Onenmt SNCNASS9: 78 16.OR 81' 0.04 HC 0.09 ..ZZ'At BAACIN6e ror tsono - roNrzemons sWc esoxe - wcraxtaoovs TR~38 SBACiN6 - 26•0 iN. sTHKDA" LOvID76 ymmgp gmgs INCM+s&: 19-06 fLATi sTRSeS iNCPFASB: 16.06 7.ooDili(p zSVE DSAD (P9E) TOP CRD 30.0 0.0 8'ml CEO 0.0 7.0 TM,py 30.0 15.0 65.0 SOEEORS CRI1FRIA .7NT3 A 6 C CONTIN0005 88'NBG1P LOAD G58 61 av~Sp.OS ytRIDgA ST[IESS saams ssasss sxciwxss: so.os %A&pT"6 y=yg DF•AD (P5F) yW cBD 0.0 8.0 H•pyay 50.0 15.0 25•0 SvFPORT CAIIBRTA C0NY=kwUQS ggTNggN JNTS A F C LspT ALG9T es8s. o:a - ssx !ffiMR Csz PfLesl ➢1@1Sx tIC2= TOP C90RDS ♦-D 0.16 113 c aB 591 0-L 0.1$ 61 C -J39 133 y.g 0.04 F-8 0.02 55 c 13 6A e-J 0.03 35 C -69 79 J-8 0.08 12 C -79 4 gprpO,rt C80AC8 A-S 0.12 0 T -828 -394 E-6 0.06 0 T 105 103 6-x 0.02 =-A 0.00 0 x ZB 6 DL+SL DSFLO Ox~O2,,eRG SYAN/2i0 LL fl~ ° BW/D&8L (DL.LLI - 989 pT.nTIit4'COMPM To TJDC, ANsI\ YLI-9S, 28C. Nm EAC-2000 Pj,R•jg Ypy0g8 gAeYO Oti IC90 #PPROVN., oa2P vAL783 9L9sP ON 9P8'8 6 DE'L LIMB6s (ORO~S AR£R TSST) PTATSS - 20 WW& L9CR 6RIEPI140 514-250 ESS EZ+ PAIR INCLuOE9 15.00 INCABASg T6NSIOE7 1339' 665 8tx PiA PAiR .Sg{Aq 786- 506 PLI 48R YAIR JT TYPE PLA2E SSZS R Y 1 3 A 2001 3.00 E 5.00 7.0 . s aaoo a.oo x a.oo cTA CTR p 4000 1.00 % 4.60 CTn CTR o laei 1.00 x a.oo cTe asa 8 1001 1.00 x 6.00 CTA CTA F 3001 1-00 7C 4.00 CTR CTR o iaax 1.00 x 4.00 cTx c" 6 1001 3.40 X 0.00 C771 tTR z sooi i.oo x 4.00 caa caz+ J SOOl 1.00 % a.oo cra cTR A 1000. 3.00 R 4.00 C'A4 CTR T. The ssansTer of Ioada co rhe roof j)j,Aphra@n end bxacin8 foz ho~htaS. wiad loads is the ResPunsibilltY of ihc Suildiag Designer. ADpITI@1hL 5E8C1CICaT20N . NOT6S: 1. TRUSSES DADiVFACT«W ,,P, Lumba7yjlpT ~ISyV9ED. 2. ffieIRIcjry 9. D8sS6N xHeLtNES c86CR PoR 10 ESF l70M-COmcwka~T LIVE T,OAD O!7 B~OTSad ~~98 a. wzm satas - 2'(3V55 I9 D88S6N6~3 9YSTHi LIDSW qIND'801+C PQ¢ S7LT8830R Z02m iOCLTIOti iQIND SPmEA ' 90 NS8 HEax aoor aexoar - 25' E1@050FE CLxE60AY 'iCGO pCCVPAt7Gi FAC1oR - ENCL09FD HIIILDING. YC CBAD LOM 4 G.C P8F eC DSAD LORD a 5. ANC80R TRVSS 'PVR a T10T71LL88. gpaxaotri'an r~rs o~' 6. FASTEN TRO53 10 8R6 A } $VR 67 L88 OY' 08sSST, flaSTS Y&miTTIN6 NO Up"BAD movgal'f' OF WISL Oa 9AG. 7. FA97'SN TRUS4 TO 8RG & gOR 171 i9S CF VRLIPA'. vi62.~i, ~~TjfAly OA SM. 8. FASTSN TAi98S TO 8Aa z SpA S9 'LHS OF DPT3FP. WBSLS YEHl6ETT1236 NO 09o7a[!u MpQAUT OF N71LL OR ML'-• 9. SASTEn TRV33 TO 8EB r' POR 54 LH9 OF VPL 90HILG fBpaTFi I yp51$KEPT' GP' t ~ t \a '7~..`VI(AVlw'~ 02N Pabirm Baalnaerinq.Inc.lOnfma Pluc" a iB%+to~~ veraien 185.09~ Engineeneg. PeNai1 7N3 ~.-•M M + 09w a NaGIWfti qAoN-WC 01 ONI2733N19N3 SNIHH02i 21-J Wd bt:b 0002 0t H3i AES DG 10-5-11 gp 3-35 SOD lSask T03020730 ASj vxoios J87249 MUJ7249/B 9~11~0 3~l-6 gPgn P1-H1 Le£t OH Ri9ht 00 d 1- 0- 0 . 0 N N9 3-1-a y~pa : I a, 'p svi 360 g: 442 ~ Q: iao Vs BL.lo9x0. 9 19 ~ SP~ 5-2-2 9-10-0 EP' 9-10-0 ~ 7z7, PLAT&S AR5 LCCFZQ $ W:30B R: $22 138 Rohoias .ngineerin91 I,C•/Onlin6 ?=u5^' ~PPAOX. -,Ri15S H4L:BS tygyS6li8C DL+Lz. D&FL s 0.43" IN A-C gebbSns St+9in"s5e4• =RG. pnllnn Plus VerOSon 13.3.031 7.7, D= - 0 Ze" t HAC-6PAN{240 3615 6ouLh Road SuiGa 0,2 RRt D=: 2- 7-03 SMN/DBn (DLaLL) = 277 t4*ilcao, wx 98275 C9S SS28 L"ER 1'1=8 xD4 0.38 aR a 1650F1.5 1897 HE9 0.77 2X 4 1690?1.5 1891 tffi6 0.68 2% a 34PS-STA $75 sxcZf2lolvs: ~S9 p-C 2R 3 SPFS's'Rv asrexnrve eumsR zKCROSES: p8 15.0% YT 0.09 rc 0.08 LAISPAL SPFaCitiO: SO@ C60FI1 ' CONYI1010U5 82M CHOHO ' COm~`+ 7mSS S4ACING ' 24.0 IN. 6TANCAPD TAADZMG 15.09 L~ gQgySS INCPSA,SS' RS S 2TA22 STRE9S ls.ot LOWiN6 LIVL' TOP C6D 30.0 8.0 8'M CEO 0.0 7.0 $C7'AL 30.0 15.0 45.0 SGPPO&T CAIT&RIA aC tiSAC? FiiDT6 d2 R=T WIDTH sss Fta-sx r,as zx-sx A 522 3- B C 642 3- 8 yonc casa #i cea v. cea5o.oe ' L~ER ETnEE3 INCREA88' S0.08 gLi~YB SC68SS n~=: T?iCDTN6 L1VB DfiHD (86F) Tpp Cm . 0.0 8.0 aIId C.@/ 10.0 7.0 Tpyyy 10.0 15.9 29.0 aQP40RT CRSTBRIA iT mcj' WjpT6 3T RSACT NSUTB i95 IN-9 C ~CS ~3- SB A 265 8' 8 S$PI BIGH'C 9ygL pilE - 33X !MA CSS Y(L98) 1613T IL@22ID TOP CAOW$ p..p 0.38 31 C -1835 =504 6 gpr= C80NDH A-C 0.81 631 2 307 -1. 9789s D-C 677 C C-e a 7.H7 c PTAiSNO GON80RMb' TD'08e, ANBI\ Tpi-95, IHC, APD IRG-8000 pApTy VALG&5 8898D ON IC80 ACPRW111'in GNIY VTSV89 BASFD Om eRFa c D1L z71M81t (MMs5 pnsn se5r) 9SAT83 - 20 6AV62 LOCR "A Op~~Wpg5 10 15509 e ~NCRanSS TmMxpp.1339' 46S IILI PfiR RA2& Ssm 7$4- 506 PLT 4SR RAIR JT TY48 7001 PfAtE SS66 00 R 5.00 3 % 7.4 Y 9.1 A 0 4200 . 2~00 X 4-00 CTR CTR C 4010 3-00 X 6.00 CSR CxR D 3001 1.00 S<.CO cTR CSR gsFBR x0 ROA8Sta4 ENBB 6~NPN. flOS83 ~tiD 99YR~m+g=~SST x=O115. ADDITIONAL NaT69: 1. TQ98588 l17fSNE'A«BO BY ' 8opo Lumbei 6 9UPzSYVSBD~ 2. ~SRICA[. ANAL06 3Zn' ~ 3• LOSp~P H027LONSC7PRCBO" LI" tAAD ON 80TTM C8010' L. WiND I.oA03 - ANSI/aSC6 1-90 TRUSS IS DSSSRERo A9 A M2t1 WFNG-FOAC6 PZ+` SYSTEQQ EVR E=RIOR Sf#78 7.OCAT ON NSND S4@SD - 90 DSg Mf+t7 RODE SfSGAT - 2C• 8I~08CiRB GTBww 1.00 OCCOEIWCR FAC4'Oa - g{pC%qsHD BtlILDTp:. 5 o PSS ~ fl~ 4,0 pss . gc pgqp fqT+D . 5. ANCHOA m58 EOA A'pO, ~5 HOAISOIPFALS9T0 8R6 A 6. FAST6N TRUS PM xse i.sc oa voaxgr, WexRNo= ~ on sUPNW RO. .VVCNM 7. BASTIN TROSS TO 9RG C EOA 160 LB9 OS UPNO8vP07An7D N9I,,7,pgT OF 9iAT.L OR BFG. ~ ~ ~ . i r_. :;.'M',i*~ r. n.eeavnna v~rann 19.5.031 EnGinPerinO Punrait 0210?N3 °~°'~R~M F1.6 ~ 4MN nr:oa-.i m~ai.in~ ~.4nN-wti ol JNI2133NI9N3 SNI3H021 aA Wd SI%4 E00Z 0[ H3~ ~p@ gpaa PS-HS Left OH Ri4ht Q~ J~ 1_ Q_ o ~x xa 130000 a 1- p' T0302 ' ° Q730 BE z Yms*s!nTUin6E DUPLEX SaG= OG 6-11-9 BO e-i5 . . ~ H y~a.: 1~ 8 = lz4 i ~6., g a z-9-iz 2-5-15 p - E ~ y~d: s L ys6..~ 1x4r ~ i:a s.a , , . _ r,y,x•o-io, n i_o-a,J.. • sa: 13'0-0 ,pyt, PW'2E8 ARS IJDCK20 xn%~eeervng ~ nG 8-13-9 eo 3-13 s:s= ~ ~ i-o-ia; ScalO: 0.426' =1' 3obhlnE 6G91neez~R I~=/Op;7,gS1emO1ST tl@2~X. S.~USS MzIGH'[: 6a.6 LD PF.VIESiSD 8'~= Srtg ' F 4Altno PSue Varaimn 13.5.931 0-0 ~ 94 C J-z 6 46 C- sae Roffi ~sd S~iee C-2 9516 BouSk Rt7N pAT6' 2~ 7-03 L-X A 240 C lMkSlCeor WA 98275 CSI BiZ6 L9Maffit 1-ipro GL*LL DSFL - 0.01" IN A'D RSEE& TO R09BxNS SNO. 6SNEML SOY 9.12 3X 4 166071.5 107 LL D6t2 n 0.00" < 88G-SeAN/260 ~,~5 App S,LS gg$8= FOR 169T . 5 163081 2X 4 . 011 e 8~a SPpm/D$4q, (OL•LL) = 999 ppDESSoxxL SPBC=1ICAT7CONS. U 7 59 'L SYFS^9 3 2% 09 O . p p8 . REEExlTm Mffi'IDSR SNCA87583: PM9 20 VBC. ANSI\ PTAT3NG COHB'~ ~u: O.PB ~ OA9 7r$ 14_OE E^L' FAC-2090 T2S'95. ~ 1. TRVSSES lA2~'~1F~T~ aX ' YLAiS VIS11E3 HASED Ota SCBO gppa Ivmnoc ey ~~{kp{ SRACIN6 : t,y➢y,ppn,{,. GAIP YALUSS BASED o3SD. S 2. ffi,SIRICAJ. ANALOG 'NY COM -ponImw3 pT1 44P6 a DSL LVlmB& 9. DE9SfdN INCLWSS C66CR FOR 8'A4 CEoRD ' CoNTFtPtlOSiS (cF095 ARBl. 263T) SO 4S6 t1oN-COt7CL1BRSNT rppp$9 SPACIN6 ~ 24.9 EN. PL4T63 - 20 lAVGB fOOR LIVS LO" OH SOT'II~ C00PA. CRSPRZN6 514-250 45I PER PAIR a w=~ LQ=5 _ 7N$I/ASC6 1-98 gTAtiCARU LonGimm =gCyyDSS SS.06 INCRSA46 TppS3 23 DBSIGRSD AS A LXMER 51'RSSS SNCdSISSB: 15.0 TmSSOp 1339- 465 EF.I A&8 PAIR M_IR WIpp-pp= gE3 SX97'M PuTE 5TUSS JN E Oe S8~ 7H8- 506 8LI YsR PuR ~R ~~T,~ %pqg LOCLTSON 7Q719ING LN6 flFAD (ESFI g=gp SP88D - 90 1C@g SQY c&D 30.0 0.0 ,7r TYBS PLATB SS2a X Y bw-%w pppF 862482 - 25' 81M Cfl0 0.0 7.0 x 2003 3.00 R 9.00 7.4 3.1 EmBups CA'1'800AY - C =pya}, 30.0 15.0 45.0 a 9001 5.00 7t 8•00 CTR CTR pCGOP7INCY SACTOR ^ 1.00 ~pQpgr. ~'Pp',BIA S C~,~M$ He~yqpp.,gK ~g A c C C 2003 3.00 % 5.00 7.4 3.1 00 7I 4.00 CTR C''R 0p1 1 gNCx,pgBD 80=L17TNG. 5.o YS@ xc DBAD L9TD = . D 1 8 3001 1.00 X 4.00 CTR CTR 8C ngAp yp7~n = 4•0 ggs yppq Ug$ yl D9C TL E~ R' 1001 1.00 S 6.06 C'!a ~ S. FASSEN TRVSS TD HRG A SO.o9 7.tRID8R ~56 ~~S G 1001 1.00 X 4.00 C'tR CTR gpR 81 L9S o9 W!LZBT, pyATC sS1xES9 zee6~se 50.09 S y001 1.00 R 4.00 CTR CTR ' Wg= PElat;1T1.N6'[M M"M ~M.pIM L79g DSfa (PSF) R ; io01 1.0o E 4.OO CTF ~ ~~~ag pg NpLL C1~ BRCa. .pp ~ 0.0 6.0 1 2,001 1.00 X 4,00 CTR CT9 ' 6 FAeTO wm59 qp SBG C 8~ CED ;q' 0 719 R R lOQ} 7..00 X 4,00 CTR C'L gpg 7,02 L95 OP [iPLIE'~ r TpTA7, 10.0 35.9 25.0 y 3,001 1.00 X 7.00 CTR CCM1 qg=p8 E8N'TL1TI~ ~ uromm 9R3 SVPPDRT =TeASA C=:NUpdg ggyW¢EN JA^!S A S C yyFT RIG4'P. NESL Oac - asx OSN - ASX The transfer pf loads So tha roof Mo`7BffNT oR' NALb Olt ' gASM Tp09s 20 889 8 POR laa LSS Of OPLFST, yPpnE pgpY.2TTFii6 %0 ~"FAM MO'SMR*L OE NALL Oll HRO. 8. FASTKN TROSS TO 9'AO L t~eR csx e(tss) h3xsT mc°2rm Diaphragm and btacing fir gpA 301 7.sS OP 9PLIFT. 2oP csoass hprizontal wind loads ia the VU,,e psaMxxsxNe *ro nPNhA° n-u 0.12 az x -aa 167 P ReSpOr+si6ility of the Suiiding r~wm~ D_s 0.12 ss x -sae -s 9 ao Desi$net'. F-a 9.02 79 2 8-2 0.02 71 T -32 -8 I-A 0.7.2 62 C 36 -830 K-[ 30 -6i 0']2 ~ ~ CHOAD3 Z A-E 0.11 43 T -689 '82S g-0 0,06 43 1' 326 92 G.8 0-02 43 T -92 '46 8-S 0.02 63 T 46 92 ,T-y 0.06 43 T -92 -325 - L-C 689 0.11 63 T 325 KE83 EA = 240 C 6^S ~ 46 G P , R-C2177M8 1!t6:56 PM Page 1 aN lOnllnO 07990•2CC1 VCrJlon 1~A.02t En9lneeriag . lnc e ..m s n 9nn2 q„M~ew ~r.Ma• . 6naneeMa. a Nqsxwn7 aA0H-Wti 01 9NI633N19N3 SNIHHOa a-J W6 51:4 ~ \5,1 0002 01 93,J • p Left OH Ri5ht OH ng erir~g ~ ..Jeb Quan yYPe 5 an PS^Hl TU302073Q C 2o xx 270e00 a;- o- o a- o- o LIiF0106 J~7249 NN/7249IA590C.CflNT./WHEATRID6E DUPLEX - SncY- yo 9 15 a ' DG ii-B-6 8 . Ho 3-15 yxl~~ G F $-3-0 Cx6= a-u-a c . ' 4x6., A 7S n 8 51 3~04= w:30B ~ 3x9= 3z0::: C A:132S M:308 V: 322 R:1325 w , y: 983 , am„ . 20-4-2 ~?yBia + . SL. m: 3~y< 19-0.0-0 6-6-2 ' LP 7w m ' . 6-4'2 4C_.'~'._- 9-5'i5 27'8-0 - AT.f, nLATEe Ute LOCtc2o Scale: 0223• = Y . ¢oDb-ns 6n5inee:in~. Inc./Onli~a ?lus° A2PROx. SRll9S wF1G 1~46'eYL95 PEVII DL+SL ORFL ~ D.aO" IN 8-G RobLine En4finerinq, inc. on1ine Piue "veral.on 19-5.033 ~ 6zy a 0.23" 0 MG•SPlW/260 3636 Soueh &oaa SuSCr o-2 pyq paTE: 2• 1-02 Spap/pgFL (DL+LU) e 830 Mp1clltwo, tIA 98275 eg= 5I2E LIAABN l.uFD 20P 0.67 41 G 165087. • 5 1997 yAS 0.66 22 4 i650F1.5 1891 q8$ 0.58 2S < SP£S-STA 575 9HE82ITN8 ~~g8 p9 38.09 0'A' 0 0% SC 0.08 LldRPAL ePACIDiG: xoe caoac - carsxmuovs 81!! CHOPD ' CONCFt71Mv9 TR054 SPACING - 24.0 IN. 92StIDAt1D lAWING LppmgE gTit83S INCRSiSE: 15.03k PLA18 9TAES9 SNCPSAS&: 25.0& 7.OWiN6 LSYE D6AD (PBF) TOP Cm 30.0 810 g,mi CEO 9.0 7.0 SpM 30.0 15.0 65.0 9tlPf0RT CRI'CBRIA afDTB ❑T RTt~GT ~tIDTH SL R~Cz yHS IM_SX L88 ItV.SX A 1326 9- s C 1325 3- 8 to"i~gBOASE ,PF88g SNCCp5k1g8 ~ y 0.08 PSiTE STdBSS uiCRS7SE: SO.PB ypApEiG LN6 DBRD (PSE) =py am 0.0 6.0 8'II6 CMD 3.0.0 7.0 TpT,pS, 50.0 15.0 25.0 , $pPEORT CRSR'BRN+ JT ptA, ~gg }~y~$g = LHa SCACT SNWIDTR -SS A 911 3- 8 C 711 3- 8 PL7TFSiG OGNFOWS TO UBC. ANSL\ Tpx-95, 38C, 1m zRC-2000 pLA.jy. ywpgS g1GBD Oi7 IC80 APPROV7IL, fiPIP V[.LV6S BASfiD oN 9ee8 6 DFL L9MBEA (0035 nnxh rasr) auxss - za oaws sacx caz8R2NG 514-25D BSI P&R BAIR IpCLUDE3 15.0h INCRSASE TMSEO 1 gMOAl8i- 506 PLI PER PAZR JT TYYB YLATB SILB A Y A 2001 E.00 X 6.00 7.5 3-5 g 3010 5.00 X 5.00 CS8 CTR C 2001 4.00 X 6.00 7.5 3.3 D 3010 3.00 x 1.00 CSR CTR 8 1010 3.00 8 4.00 CSR CTR 8 1001 1.00 X 4.00 GTA CTR G 1001 1.60 X 4.00 CTR M S1 1300 3.00 x 4.00 CTIt 0•2 RSFHR TO i+08S2NS 5M. 08E7SFIS A~DDITf6~PAL $5 BCIF=GTSON~ NOTES: x. xRU558s XMWVACTVR'D 5Y - 8ppe i.u+daar 6 SuYyG38D . z. ev~lzaxcAS, nNwc6 IS 3. DESx6N TNCLUIDBS CBECR PoR 10 PSF PON-CONCURSIM0 LiVB TAAD Oe7 HoT'tRS CHORD, a. WIND T.01v3 - AN61/A8CE 7-98 TRa38 I8 D8316N6D AS A MAIN WSMD-70RC6 P8S SYSTB[4 ~*A oRtmIOA 50O 7OCL250N tr=ND SAESD - 90 Wo D1P~127 RODg' H$ i694 - 25• gyypgppe CA~860RY - C OCCUR&WY FACTOA - 1.00 EtiCLGBRD 9tfiLDi'NG. 5.0 PSF SC P~ ~ 4.0 BSP eC OPJ~D ~ 5. SASY'SN TaU45 xD SR6 A soa azs r.es os aaaxer, w9ILE PE1RaITIlPB ND OfiNaRD bpy@ffi7T DF fiALL 0R eR6. FASTBN m55 1q sR6 C EvR 922 Les OE VRLxPT, MHILB PeAMI'lPIN6 NO OMIIfFD MOVEMENT 09 WALL OR BRG. E&PT RI6HT 888L OiN - 458 0I27 - 69L Ham C3I YfA43) R1Qi5S MB2tm SOE CaOROS A-F 0.67 2888 C 1092 -3692 S-H 0.62 2414 G 3642 -2173 H-6 0.62 2511 C 2173 -9642 @-C 0.67 2888 C 9#42 -2-052 HOT4'CM CaOag ' X-g 0,66 2150 T -586 -11E1 . &-S1 0.47 3883 T xxe~ 81-A ~1181 9.4'1 1833 S D-C 0.66 2750 T 3381 586 NEflB F-& = 563 C 6-B - 789 T g_D = 789 T O-6 = $63 C i~¢erin9• E . 'nrt7 POtitBll 0$ID910} .r?7^M * a AI a~+w.. ng 6nnin..e~nn Inn i0n~ine Plud^ O 1886.2009 Vamion 19.5.03~ ON I a33N I 9N3 SN I flH021 c r.rn r• Nqai.im aanN-wti n i ~ a--] wd st:t ee02 at a3J t ~ Pl-H7 Left 08 Righi OH ~••s.••••_._.~ JeE lLaxk Q{id11 $pan 1~Q~ a i- o- o i- o- o YI302U730 CE z ~rx z~oeoo 69 Mtf 7249/bfSSOC. CONT. 7WHE2+TRID6E AUPI+EX #0106 J072 ' no aa-e-a 4 SsS= g0 3-IS D0 16-8-i 2.x4 e lxd k0 p g 1L0 AO 9-15 , ;.a p 6 SxY• p li6 . d 1xC L Y ~4 . - }xA: J ~ 1x41 , CC i a' ~ 1RA R R$ 5 8 o 1x6: F C I 3x5= I ~ 4-11-4 ` I C axa_ ~ . a R R T r x M O R 4 . 3xa.'iw isi y sa H9 D9 ~ la~G: Sx4:: }~.6 . -r ' SzC.: 3nA' lxG. 1sA . 4 1x4 ' 1xA 1feG lm $a SM4= r.. a aL~ m : 19-SO-0 ..__..-s=1o;o_ " SP yg•10-0 TC: 27-8-0 J rsL YIA=g3 = yoctc20 Scale: 0229' = 1'~ aoAbSos Engineeriag, InC./Online Plu 19T N@~ 61 P(L8S) ~ ~•y1Ae plW V~aioa 13.5.031 s~IDR M-e C 0.01 66 T 0 0 itVN DI1~: 2- 7-03 O-SS 0.01 66 T p P CS= gIZ6 LL~ 1.15~ 51-4 0.01 66 T p ToP 0.18 2S 6 36SCF1.5 1997 R-2 0.01 66 T 0 0 H1M 0,15 2R fl 165081.5 1897 T-V 0.01 66 T 0 0 q95 p.11 2% 4 seP9-57" 759 V-X 0.01 66 T 0 1 R4Y4T2T2M 1420M LVCRM8S: g_y 0.01 66 T '1 '0 E8 15.0g St 0.0% FC 0.04 g_BH 0.01 66 T 6 16 se-an 0.02 fi6 T -16 -$0 T.ATxgA& SPACTN s ao-£F 0.07 66 T 60 224 671 M-C 69 0.15 T -221 - a1SN CBOdO - coNlIlivCUS v28S yRW56 SPACING ^ 24.0 iN, g_p 295 C 6-S = 12 C =..g x 114 C 6-S = 102 C BY'At70ARD LOKDZNG ~'L 102 C 0-N s 103 C LID~ STRSSS ~K: 15.09 • 75 C PLD.'RB 81RS6S INCAfiA:B: 35.0@ T_g • 109 C V V = 303 C uu~6 sx++E »BI~D (45F) R-V ~ 102 c z-x = ioz c m Coo 39.0 8.0 88_y,pz 114 C nD-CC= 12 c BTYi C{D 6.0 7'0 95 0 FB'-S'L 245 C 1CRAL 30.0 SS. • qffieORT CRZZIPXR ~gT3 A s C coe~xiteaens as'rnsset yoxc aws Ni aec tn caa9o.ce LWC&H S2F89S ~C~a: $O.Oc YL17C8 92RE93 SNCNl~198: ~ ~ y~ ASAD IPSP) 1AZADWO 8'd4 CBD 10.0 7.0 qMpy 10.0 15.0 25.0 SUPPORT ~ TERIA JIPTS A & C CONSmII10IIS SSTAm LWIT R20&x 9P.EL OIN ' 9S% O2N - asX T¢CSS AESGMT: 169.4 La5 W 1001 1.00 X 6.00 CTR C~ X 1001 1.OG R d•OC 00 X<•GD 1 CTR CTR CTA G2R Y 1001 E 1901 . 1.00 % 4.00 CS'R CTR C5R 8H 1003 1.00 R 6.00 00 00 R< 1 A CTR = cG 5001 pp 3003 . . 1.00 X 4.00 CTR CTA E6 1003 1.00 R A.DO 00 R 1 ClB CTR ~ FF 1001 S1 1309 . e:00 3.OQ F CI& ~ The rransfez of leads to the roof aiapnragm ane sradn$ ror horizoatal wind Soads ia the Responsibiiity of tkee BuilQiqg Designer. nL*LL DSFL - 0.09" IN 88-C RC_PAN/240 PAN/ABFZ (DL+LL) e999 PLATIMG C-NFCAKA i0 U89, lN6i\ TPI-95, =aC. ANC =RC-2000 lie26 VAUFSS 9A9SD OtP ICBo ApyaOVAi., 6R2P vfsv63 9A5ED ON SFSS g DFL LYOU (6,o39 APG T@ST) PLpTg3 - 20 6AV08 SCCR 6RiAPIFG 519-290 YSI PSA FAIE R7Cy,11DBS 35.0k iNCum$ 1786- 506 PLI PSR P7A !ffimR C93 Q355 MS2l1D t~ ~~Pg PLaTS SIE6 X Y ~P ~9 A 2001 8.00 R 5.00 7.4 3.1 A-D 0.18 69 C -17 608 H 909? g.~0 A 5.00 C'~ CTR p-F 0.18 77 z -237 -4 C 2001 3.06 X 5.00 7.4 3.1 F-H 0.02 82 1' a 90 D 1Q03 1_00 X a.CO C17t C~ g-,7 4.02 9a 2 -30 ZB g x001 1.00 S 4.00 CTR CTR S-L Q.02 105 'F -28 z9 30 R 3G01 1.00 8 6.00 CTR ' CTR n-14 0.02 116 R -24 -13 6 1001 1.00 % 4•OG C rR cTA D7-p 0.02 129 T -40 8 yQal 1.00 R 6.00 CTR CTR p-3 0.03 134 T 13 79 = 1001 1.00 8 0.90 CTR CTR p-S 0.08 137 S -71 5 ~ FQpy 1.Q0 X 6.00 CTR CTR 8-O 0.03 321 T -5 67 y~ y0Q1 3.00 1 4.00 CY'8 CTR p_m 0,02 100 T -67 64 S. 3001 1.00 X 4.00 C~ C~ W.7[ 0.02 BP 4 -65 M 1091 ~.00 % a.00 CTR cTA y-M 0.02 61 T ^66 69 ~ 3001 1.00 % a.00 MA C'lg AA-CC 0.02 46 T -30 -13 p 1003 3.00 X<.09 C111 CTR CC_yE p.ig S2 C -39 -1216 p 1001 1.00 x 5.00 C711 GTP 29 C 1E14 'x~~ Q 3001 1.00 R 6.00 CTR CTR gp q'y'pD: C00 RDS g 1001 1.00 X a.00 CTR CO x-E 0.15 66 T 154 13 g 1001 1.00 X 4.00 CTR c'~R E-G 0.07 66 2 -73 -19 T yppl 1.00 X C.OO CTR C'~ , s-2 0.02 66 T 19 5 v 1001 1.0o x 4.00 CTR CTR t-E 0.01 66 R '5 -1 V 1001 1.00 R 6.90 ~ ~ &-M 0.01 66 2 x ~ nwlov •14•57r+M Paaeia^-' niir. .a N -4 ai.i n-1 q 9N12133NI9N3 SNI9806 ;J~ Wd 9I:b I- 600z OI v ~ - Qyan Tyge SPan OH Right OH - n- n i- 0- 0 T03020730 1 CE FXVMM Byt RabD3.tla R19is.aasinQ. Inc. 3616 6ous'A Read Siia MokSleao, i7A 98375 A8S@R M AOBSINS M. GMRAL ~ HOTSg AcID S4M6QL5 SSEST ffOA AUDIR30LAL 3PSCIF.ICAT70P3. NOTE3: 1. SAt79S63 LTlIDFACANMB'D eY ' 8epe immbas p e"~B v9&E1. 2. IDtEi~CRL ~117JSArC~CA 8'OA 3. DBSI~ io ass xox-comcocmmw Lxva soAD dit ern^1'm eeono. 4. t15N0 ZOADS - AN4E/TSCE 7-98 TRySS 29 DSSIGpw AS a iglN NSUD^k9RCE RM SY9S94 gm BSTSRSOR CONS T.OC71TIOx WItiD SPSgU ' 90 tpa tMaN AODB ffi26a2 - 29' HiCY09i1R6 CASSOOR% - C pCCtipppNCX FAC1'OR - 1 • 00 =CL0SED W_~~. TC c .o esr s cs~ xo ~ s • 4.0 ese 5. FASTBN 'A7WSS 9PLtPR, F~pB 87 L48 08 M6SL6 YBAt6STfIN6 PO VRma HDypGix oF 91ALL CR BiW. 6. 8'"TRi TRUS6 TD 8R6 C 801t 98 naS 08' OMtF1. pgILE pg¢y.iTTZC16 la0 UVKMM mlymmyT p$ 9fALL OR 8A0- 7. FA828N TllOSS TO SB6 B S0R 181 LBS OP UPLISC. S98SL'Q FSWTT?N6 No t'FNAM KpVHAl7l OF MN+L OVL B"• B. P719ROR TRtl84 20 HRG S. EVR 63 LHS OF l1PLSET. 9FHSL& 1PSiQlS'ilItiG NO f7F+1ra➢ movgbmug pp 9PALL OR HR6. 9. FA62SN 27lO33 TO 9AG O kOR Sl SrDS OF M112LI8Tr pgryg pg=3TIIad 90 OPFiNID mOy@@T pg W=L OR 8RC • 10. FASY86 TAVSS 20 HA0 Y FOR 52 Tz5 QS UPLIfT. ➢i9IL8 Y@PMITCIN6 NO UEW+AD 'wypaRiT OF NALA OR HLYG. ly. FnssO Tnvss xo 9aG ee FOA 60 L88 O@ UMIFT• N9IL8 '?SBDISTTIPG NO DPWN= mypmq O$ NALL OR 6PG. 12. FAS2B11 Tao53 SO 89G FF Spa 174 LH6 or ARLIn. egy~t7T OF Ml~LL m e~ ~ . e ~ ~ we.nXx Fnninaaeine, frtcAnOna Piue'• O f99Bd000 Volnen ]35.031 En9ieeerin4• PoM1teil uY107M9 *':nM:44 A 2 %An-I c^i~;'r•,a NqRwni aAoH-WJ 01 9Nt833NI9N3 SNIHHOb 8=1 Wd 91:7 C00Z 0j H3;~ e t '3s'dd IdloI Ersgineeri, hk OA Pl-Hl T+eft OH Ri9 a~ yy,pe gPan o o- o T03020730 CE$ z xR a~oeao a i- o_ DUPLEX 6 Jk7249 MU/~289/A9SOC.C~KT./~~'ATa~~ V#010 ,¢.a. .z:a D6 19.9-4 Y 00 NO 3-15 . .xaa .Sxa., •a,~o.. uo ia-e-a xo a-is aFa - x e as .s:<.: ces ' .z:a . ~ S9 398= . n 3.4s y . a-" . •2s4 : L v. 5-3-o p I 3~5= 4-11'4 ♦ - ~ EG ii x 00 v sztl 7 B= "2a6.'.OwC.i~a DA1^.xb: 9 ~ ' •aaa a x •2+.~ 3sdr. ua a s K ce •z:a.: . ' •2m4 .?aC V •20 i .Rze.-. -2xq,: B .2s4:; Ak HM , -2,A W .2n4. .2x4'I •ad, SJ s fI:~7P8 *2sai R: 600 vi <o7 w. m 40 Ss. m' . xo-a-a aa-1o"o ao-a 2 Ee .~w' ~.3 i4 5•~,. _...6.~-.2 ~-_t ----:3=1'L . ' _ 2c_..-'l7'-3d „ _ 32~8 B m 20-4-2 gp 7-9^U .p . Smle: 0:739" µt. vr~2ss zn 74=0 . aobbins Oniisu ~1U9 V0Z9101t 13.5.031 p$i DA'lS: 2- 7-03 p= SIffi L"ER 1.3519 20P 0,66 2% 4 1650P1.5 1847 81M 0.38 2x < 1650F1.5 1897 rrH6 0.90 Zx a sePS-sYA 575 PIDPETST'iW DffiME£A SNGBSASES: p9 15.09 ST 0.04 FC 0.05 LAxERTS 9aacria6: yyp CaoPD - CoNTSNU0173 HSR1 C00AD - CORDZNUO"5 ONS eP7iC6 - L-S gp~yg, STO➢8 M ~g8~ ~I noer-a7naezv++rt • a a~ Ta°s $ aesz~5~atsxaux WZND oep ae gyu,pft76 D83f4PLR- TRi185 SYACI170 - 27.0 IR7. STujom I.OaDIIMG i.9lpSR 9RdE65 7tNCR6AE8: 15.09 pyATE STRBBS xpcpzmz: 15.01 yony=pp ziv6 asAD (PSE') qpp COD 30.0 8.0 8w CED 0.0 0.0 TOM 30.0 15.0 45.0 508EOAT CR=TMA R➢sacT NSDTa T[ W.ACT MDSC L95 R1'yP Y85 m^8x A 600 3- 8 GppTS3NOU3 BS'i51~Elt JMS H s C yppp CASB Ri oBC LL C'MCr yyqe= STrgg4 SNCRHA48= 50.08 pyL1g STAE68 1[NCPSA58: SO.OY xAAOSxG LSVE DSAD (PSF) xpp CSD 0.0 8.0 Tp1AS, 10.0 15.0 25.0 $laEQA2 tId'TSRSA JT AMCI NSDTe JT RFACT 9ROTH ms .tp_SX yBS iN-8X L 294 3' e ~,S @ & C CONl'ItivOf75 SF11wSSN LSFP RIG9T REgy paa - qSx OSN - 65R MOWR CSI P(E8&) M1+M' bta2ND TOP tsORDg A-L 0.62 736 C 550 -aloe End:~eer>~2~ :nc./Oilinn P1us'" A??ROX. "RM Ca2 @{bH3) NC&ST M@2laD L-g 0.65 274 T 0.08 -1929 623~ s-M 0.66 273 x 1930 - 53 397 7b1-C C•690TTO MI CBOR04 a-R 0.88 710 -1749 ^3046 R-8i 0.27 710 T IoaH -103 gy-8 0.19 72C T 301 -3f6 e-S 0.}7 710 T 366 532 J-= 0.11 87 T 127 383 x{ 0.33 87 S -189 ^523 w88S y~~L a 247 C L-J m 1046 C ,7~8 = 622 C T-M ~ 921 C S.M ~ 959 C TRUSS ~12IG4T: 141•~ xgS BEVZb'o79D SY: ppyylns Snpinoarinq. Sne. 3616 Boae1+ Road Svisa C-Z Mn7eilcao, saA 98215 RSFBR i0 S1088iNS w7. 6EIN60" ppTgy At7D 9YHBOLS So6T POR tsaxsxoe+xt sz+scxaxcnxzoas. aLaLL D8FL . 0t23" 3N A'L LL D86L ° 0.20" t BR6-SYAN/240 80t7/pBPL (DLrLL) - 999 pLAWSiCG C0MO1¢iS 1o UBC. AMSZ\ T22-93. SBC. ~ ZitC-ZO00 ELA~TB VALtliS DA9E0 Oti BZCBO ASED AEPROYAL. GNSP VAL171: Oti SPFS F D S¢R (OSC89 711~5~ ~ prgT64 - 20 WVlie 3ACR GRIRPSHO 511-250 PSI PSR PAIA SNGLWSS 25.0h SNCRSM6 TZVSX(M 6g= 796. 505 ELS PSS PAiR 1 ar :sea erare szae x x ~ 2001 8-00 X S.GG 7.4 3.1 a 9004 5.00 x 5.04 CTR CTR C 2061 3-00 R 5-00 7,6 3.3 H x ioox i.ao x a•oo cx8 aam J 1000 3.00 X 9.00 C1R CTR iC 1001 1.09 1c a.00 C2R CTQ L lOSO 3.90 A 4.00 C2R CTA T 91 1105 3.00 R 4.00 C'~ 2 0 ia-Gaeus sTfms m se arrRrso yTITA 2.OX6.0 EiAT65 AT SACB E"O. No1S5: 1. TAq56PS W"ACrAMD BY 8oPe Lumbor 6 9app1Y z. =1!Pza1cn'6 xALac zs nsso. 8. AESI6N INCL9DS8 CmCF FO& 30 P9F No' ~80RD. LNS LoAD OM1a ~-se a_ wz~ro soaos - ~x/ASCs TRV33 E9 D&sxGMP~AgSYSTffi! tWIN wND-SORCB e0R McraRSOR 2096 LOCATZOt7 vRDID 385IM - 90 sRe mW RoOS 9BS48T ^ 25' Sp,ppSOgS CATBWM - C oCCt7PMCY FANMR - 1.00 ~ ~ yp*VUI. pLD NG 5.0 YSF BC PBi.C LOAD = 4.0 P9S 5. 98ilR SaCg gcARING WAM AS COt7TACT wTe mospRINGD T ~ T8V6s. 6. RA9SSN TRtl33 TO 8P6 A y'OR 607 LBS OF V8LZE1'r v16IL5 PSIdOIT2IN6 ti0 VPKAAD Mpyg,gM pF 91ALL OR SRG. 7, g,ASVgi TSWBB 2o SRC 8 pOR 140 L99 08 OPL3FT, W8IL6 PERMItTZNG NO 9PwhAD mpygffiM oP XALL DR BRG. B. FAS'I= 'PPVS3 =O 8Ne C gpA 160 LHS DE' CeL=gT, qg=yg PENMQ'LTTN6 NO mpya$q'y' OF 4RtL1, CA • 9. FASTSN YRUSS io e'OR SSC LSS OP OPS. wxass ssazaixxxe+a qpyffiSTii OP' WALL S0. FA6TSN S~7S8 40 x' yq& 211 L85 OE' ~ WeiLB BEtmLL7TIN6 cepm ypva~NT OF ~7. R" R4 W63 ..~cnarFeninnedw:PaNelt 051071071::d_jBPM P44LO twww.w r.r~r.r•a N~a~n_I~~aoH-wd 01 9NI2133NI9N3 SNIBHO21 bJ Wd 91:b 6002 0I,43J 00 Ob Q7 d. T T ~ 0 1 N 0 1 0 1 tM'J T 20-0-0 20-8-0 22-0-0 21-4-0 HOPE LUMBER & SUPPLY COMPANY 5920 LAMAR ST. ARVADA, CO 80003 303 424 771 6 FAX 303 424 1797 22-0-0 21-4-0 20-0-0 20-8-0 Roof Loading: TC Live: 30.00 psf TC Dead: 8.00 psf BC Live: 0.00 psf BC Dead: 7.00 psf TC Stress Inc: 15.00 BC Stress Inc: 15.00 Snacina: 2- 0- 0 o.c. 0 1 ao ~l- T C) 6 1 CY) T Account: ASSOCIATED CONT. Job Name: 7249 Designer: MU Checker: PH Date: 02-11-03 24-0-0 24-0-0 > Tuiet MdC0ri819 1,,Q2 Qty. PSOQuCt . di 32 9 1/2' xJ2/PRO 150 jole[ Ploo[ Piamivg NOCGe: Pzovide aolid Elocking at ell ivRrior auppox[ locations. TJ-Strand Rim boazd e6a11 be applietl at flooi pezimetee. WN.O. eiocanoq ma xam eoa:a i.eei. mc eeo.m mr cia:icy Lavg[h 29• 0• i I O ti U I v m I i N ~ ~ I I U a a N D o ~ o 00 a ta N O ❑ > rj ~ a W ~ N ~ o U in • U ao W w a m N m o o w a U cn o u N G U N N N ~ U O N Q covemse. ESPP1^9 IdCCaxa. aatwetd: s mn11: w~a. • . e/c . v/c uua: e c . v~ I xe an...=x~..z..... vea HOPE MF zt - Coneec[oz Gis[ IDp 4ty Mode1 NumUez Note Caarying mbi vailing ' Ca[iied mDZ nalling (Dip/jack) Skew Slope Top ' Hl H2 x3 H9 AS N6 4 HV] 2 }N] 2 U410 4 MIll29 4 LSSU230 9 I2¢29.5 16 10d 12 lOd la SUd 14 30d W 10 108 1 SOQ . 8 10d'c1.5• 9 10NX1.5• 6 SOd 2 l0tlx1.5• 9 1DCx1.5' 2 10N[1.5^ 9 lOd W weD StiEfevera reqnireC JOis[ Md[ezial8 Type 4[y. Product Len9[T JS 26 9 1/3• Td2/PRO 150 joist 26' 0' 12 B i9I 0- S3 9 v v 6' 0' P09C F H¢30 Md[¢L3H1 - Type 4[y. Pxoduct Leag[Il G1 6 1 3/4•z9 1/2' 1.9M-LAM LVL 15' 0' G2 32 19' 0• G3 2 13' 4' G4 6 4• p• GS 2 v v 3' p• O N V a A d ~ N d N U N O U a a a N ~ N cn O W v W , 0 a ~ Q a ~ ~ W N ~ o U u7 • U 10 w a ao W N ~ . . ao O o W ~ V~ U cn o U N H Y G O U ro rv N ro ~ u 0 n a" ,h,,p,v, .di~ 5alamanR: Ploo[ Preming NO[ee: Provide eolid blocklvg at all iv[eziox support locatiovs. TS-5[iand Rim boez6 shall be applied at flooi p¢zimeter. O.N.O. Blockia9 Md Rim boaid labele nOt sEOw¢ foz cla[iYy i/c ve. v L- . o ss x/c oeae' e e/c eevn: we e ae o * • emi Sx+n ~ a~w m v .a. ~.~umvma\ona.ue HOPE ~ 2F zi PUBLIC WORKS REVIEW FEE.STRUCTURE F.OR BUlLDING PERMIT APPLICATIONS Date Z/3 ~J Appiicant phone#~0k_'3 Location of Construction (oSSG !l. 41'7;Y ~tvnvu& ' ' - Pvrposg of CortstrucEian Buffding Permit Vafue ch:!~)Cc) ~ Single Family Commercial Multi-Fami(y DEVELOPMENT REVfEW FEES Development Review P.rocessing Fee: $100.00 (for document processing) Single Famify Residential Review Fee: $50.00 (for review ot applicable fechnicaldocuments ) CommerclallMulti-Family Review Fee: For review of existing technicaf documents $100.00 . For review of technical doeuments for construcEion in right=of-way, flnaf drainage report,and erosion control plan $500.00 Subdivision ImprovemenEAgreement Fee; $125.00 (for document processing and recording) Development Covenant Fee: $125.00 (for document processing and recording) CDOT Access Permit Fee: $100.00 (for document applicatibn and processing) Traffic Impact Study Review-Fee: $100.00 (for document review and processing) ' Fiood Piain Variance Review Fee: (for documenf review and processing) Cfass ! applicafion = $150.00 Ciass ( Pub(icationlPuhlic Notice = N/A Class 11 application = $250.00 . Class 1I PublicaEionlPubtic Notice = $90.00 $ lvo, o 0 $ $Soo-oa $ . . TOTAL'REVIEW FEES: (due at time of building permit issuance) $_4~oo •'0'7i PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITfONAI LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF•WAY. Signature of Applicant Date Files on Enginent(Forms/Reviaw Pees-Building PermitAp Rev 04/07 DEPARTMENT OF PUBLIC WORKS BUILD/NG PERMIT APPL/CATION REVIEW " - . . c°LORA9o Date: ~,31,3 Location: IaSS& k-1. $¢rH .4vaNUe Attention: Building Department I have reviewed the attached materials submitted in application for approval of a 1~ir,sL~x at the above referenced address. Please note the sumnzary comments below. ' LV~ Boundary Closure: ! OK _ Not OK; refer to stipulations. 2: ~ Drainage: a. Drainage plan and report needed _ < b. Drage plan not needed c. Lot drainage/grading to be reviewed by Building Division _ d. Site drainage/grading provisions have been reviewed and are: OK Not OK; refer to stipulations. 3. NPDES Pernut Required: _ Yes ✓ NO 4. ✓ Public Improvements: a. street pavixg needed: Yes ~ No b. curb and gutter needed: Yes . No c. sidewallc needed: Yes ~ No d. street lights needed: Yes ~ No e. storm sewer needed: Yes ~ No f. letter of credit required: Yes No If a letter of credit is required, for what improvements? _ Amount of letter of credit: 5. t--~ Subdivision Agreement requireda Yes No 6. ,G Development Covenant reqiured: _ Yes _ No 7. ~ g, ✓ 9. ✓ 10. ✓ If Yes, for Traffic impact analysis and report required: State Highway Access Pemut needed: New roadway or alley R.O. W. dedication recomxnended: If yes, what is recommended? All existmg dedicated roadways/alleys meet the standard If no, which do not and what is requested: 11. APPROVAL: The Public Works Department has reviewed this request and hereby gives its a proval, s bject to the above and/or attached stipulations. 7'/s~s Signat cre 'chael Garcia Date 12. _ NO APPROVAL: ThePublic Works Department has reviewed tlus request and does not give its approval for the reasons stated: Signature Michael Garcia Date 13. Stipulations attached: _ Yes ---No 14. Suminary Comments: Av~~ 70 %fFE gwSn~A /'vau~ /•w,Ozo.,e.N,!~q, s As A ZGSu[.r oFTlJif CoNSr.a~erra.✓ ~S T= To C~Ty S7-4NON.eDf ,PyR,.iv2 7b G•p• 155U.4~liGE. 14 .C.a."R6E tf27'iFtt<r~e~./ LG7~/L lS /2QRvIRED /z./v2 TO C.O. /SSvpfNCe. ~ Y es Yes Yes vY05 No ~ No ✓ No Filu on EnginrnflForms\Bldpanr3.frm Rev 05100 Owners Page 1 55040 (11/87) Issued 10-09-2002 INSURANCE COMPANY TAILORED PROTECTIUN POLICY DECLARATIONS 6101 ANACAPRI BLUD., LANSING, MI 48917-3999 Rewrite Effective 08-29-2002 AGENCV BURGESS ACaENCY INC 32-0039-00 UNIT 066 (303) 980-0220 POLICY NUMBER 014632-45116273-02 iNSUReo ASSOCIATED CONTRACTORS INC Companv POLICY TERM ADDRESS 8295 RALSTON RD # 300 TI-+'S ~'l.Y?-I~}~Z'l~'~~--~7~a~ 1:~ 12:01 a.m. 12:01 a.m. fi{b~F'i_Ci1~i~1~~~'xE 08-29-2002t~ 06-29-2003 ARVADA, CO 80002-2354 ~;rmG'Tlt:L..`.R _lAl3?!_i-~Y, {:~r.~ 1.~iUi ~~~r~;);•, c,r- SiArF. c1r; FEDE:.:IA!. UI.`3C:{JI'MliVA r'iGIN LI`,1,'YS. COMMERCIAL GENERAL LIABILITY COVERAGE LIMITS OF INSURANCE $Z,000,000 General Ag9regate Limit (Other Than Products-Completed ORerations) Products-Completed Operations Aggregate Limit 2,000,000 Personal And Advertising In7ury Limit 11000,000 Each Occurrance Limit 1,000,000 Fire Damage Limit 100,000 Any One Fire Medical Expense Limit 10,000 Any One Person "General Aggregate Limit" shown above, is reinstated once per policy period at no additional charge, in accordance with form 55050. AUDIT TYPE: Annual Audit FORMS THAT APPLY TO LIA6ILITY: 55118 (08-41) 55091 (01-84) 55200 (06-96) 55066 (08-89) CG0001 (11-88) IL0017 (11-85) 55050 (07-87) 55137 (06-92) CG2147 (09-84) 59319 (04-99) 55170 (11-45) 55146 (07-96) IL0021 (11-85) 55064 (07-87) 55145 (12-01) 55229 (01-02) 55029 (07-87) CL175 (02-86) 55202 (05-00) LOCATION OF PREMISES YOU OWN, RENT OR OCCUPY LCC 001 BLDG 001 8295 Ralston Rd # 300 Arvada, CO 80002-2354 TERRITORY: 001 COUNTY: Jeffierson Premium Classifioation Subline Sasis Rates Fremium CODE 00501 Prem/Op Prem Commercial General Lia6ilzty Prem/Op Inc Inc Inc Plus Endorsement Included At 7% Of The Premises Operation Premium CODE 00502 Prem/Op Prem Amendment Of Location & Project Prem/Op 1 ' .018 $1.0 Aggregate Limits Of Insurance Endorsement Included At 2% Of 7he Premises Operations Premium CODE 21585 Total Costs Each 1000 Premier Contractors Class Prem/Op 99,393 99,393 1.045 2.602 S104.10 $259.( Sub-Contracted Work Prod/Comp Op CODE 28502 Payroll Each 1000 Premier Contractors Class Prem>Op 56,000 000 56 18.509 8.765 $1 037.[ 4491.1 Prefabricated Buildin9 Erection Prod/Comp Op , ~ Wilkinson Engineering ~ 4535 North Braadway, # 101 Boulder, Colorado $0304 303-499-6755 Ken Gantenbein 8295 Ralston Road, Suite 300 Arvada, Coiorado 80002 Ref: City of Wheatridge, Building Division, Plan Correction Notice, 1/3012003 Dear Ken Gantenbein: 2/O5/2003 1. Attached are three revised drawings of the foundation plan per comment #1 of the referenced Notice. The calculations are attached to this letter for the revised footer. 2. Aiso attached are three drawings of the Garage Portal Detail which will satisfy comment #4 of the referenced Pian Carrection Notice. Please feel free to call me with any questions that you have at 303 499-6755. Contact me two days prior to pouring footers for inspection. Sincerely, ~v William F. 3 , ~ . . . . i . . . ,~pftuny~I~ . . ; . ,~o•'~ F. VI7)~ . . . . . . ; i . . . ~~~tEqF . O . _ . ~J.7o &A&77~iV ~3r6s~ - W; ; y<~'~;~6aL a,e t~:-- ~/~l~~~ .~J ~it1, '~t'~_ ~ ~ ~aa ~@.~ i F~vniAr9~i ron/ ~ G fYiG~l ii I C/~ ~~~O.~i~o.✓ c,*-z = 4.5 (P~o ~ 40)---- = a~7s o~ ; LrvY-40 --~-0 oF \ l v t3oJ t = 4100 jvG.lc , a~------- :;T- us~ a-4" f::~ r~A16-g _ ~ F~wT , V nisU/ovai~SOSOV.~{ Dt Ji~lSTS ~.3 _ AL-002 AU fl o -t*o ) = 5 7.5- 2. A L nO2 /~L ( (o -t-q-D) - - ~ - Li E~vO w~4'4~ a - ; - - I _ ~ 0 7.$'~od ~ ~ ~ sF ~r. ~a„ _ /6'~ X 3~f-'~~F ~i~✓L ' ---TEk FL9o i f- 3 i Gbs✓_i R-7 Ck ")/Z- 4%0 /a/50 ~iaoo / ~ S~ --z ~ _49 ~_x~_ a/> ra ,5 ~F o r ' CEuJit in- ivPrLl 12. ,rS 5~ usL l}a," x4-a WtdbrU f-PotM iI , , ~ 00 ope • Riage 3 Tab Asphalt Shingles on 301 Fe1t on EL 122' 7 g" oo ci e- Enaiueered o s Ridge. , s ; i ::]7?F L 113 -1 4 i ~ ~ L--- F . EL 1D8'-10» ~ 2nd Floar Siding _ Stucco ~ Csi _~FF. EL I 00'-0" Ft-ont eva ion i St. Floor . EL 99'-tJ" Subject to Field Inspections Gd7,age ~ ~t~(lO~t? ly~S ~f~ J!.'tPt ~ 7"~~ S Wheat Ridge Building Dept. Rldge " Date2:f 2t b Roof Slope @ 4" : 12° EL 122' 7-8 3 7'ab Asphalt Shingles on 301 Felt on Signed...~t . an Check r Roof Deckin on Pre - En ineered Roof Trusses ~ Ridge. EL 113'-1 _ FE EL 108'-10" 2nd Floor ~(,~J~_QCO M FEE ,SI¢~" FM J'F. LY, 100.0" Rear Elevation 1 5t. Floor . F Elevations Seale = 1'-0" 2 EL 122'- Ridge EL 120'- .Ridge. _ EL 113'-ij° F F EL 1 DB'-10' 2nd Floor 2' 8' ii'-6" Left Elevation Siding Stucco 24' F.F. EL lOG 1 St. F7oor Right Elevation 4 Elevations Scale A " = 1'-D" 12" 4" 1--- i'-4" 12" a 4" Raof Trusses To Be Pre-Engineerd Double Top Plate 2x4 Studs ~ 1'-4" 16" O.C. / 1/2" Gyp Board(Typ.) 10 treads Ca? 9~" ~ 3' = 8'-01» T&G Plyw< Double 2' . OR lfi` O.C. , „ 1 ~ iz- T&G Plywood On9j° T.J.I.:@ I6° Q.C. W $ X i_3~ Pocketed Beam 23' -8' 4" Pipe Column 6 Roof Deck Min. / 30# Felt and 3 Tab Asphalt Shingles, 8' 2' 2x10 Rim Joist (Typ.) 15 Riser C 7 =8'-10"t 4'-6" 20'-0" 3'-8" 11'-6° 33'-2' 24'-0° 2,-22L " 8" Conc. Found. Wall W/8"x!6" Conc. Footing Beam Pocket Defail Garac~e 4" Concrete Slab IF sxsxtojdo tr~ar comst. reines @ rso s.a. i Depress Foundation 12" ~ for 16'-0° Garage Door ; 17'-3" i -i ~ Mechanical Acce L atch i i "rawl Space Y1_n^ n. 1'-8" 9`-4" 11'-4" 2'-6" --j 4'-0' I i T ~ i ~ Q 5•_QA i ~ - i i i 20'-11' ; 10" Conc. Found. Wall f W/ x 16" Conc. Footing _ ~ Common Wall Only ~ - I6'-3" i ~ 0'-2" 0.-6" ~ i 0'-4A ~ Beam Pocket Detail 'A" o'-z° ~ 84 -0 c ~ i i i i 0'-10' 131 -0' g, ~f/y/e° Crawl Spac '!NI- 3'-0` Deetf. ,2" WSx13 4 Steel Pipe Column 11 `-2 I i Beam Pocket i ! ! Detail "B" 20'-0" 8" Conc. Found. 1YalI , W/ 8" x 16" Conc. Footing' Mechanical Pad - 48"x 72" x 8" Thick Column Pad 30" x 30" x 20" Thick ~ GaraFe 4' Concrete Slab E i w sssx[oxio Wwx , ~ i Qwe. Joinfs 0 150 S.F. ~ 2D'-tl" ~ i ~ Depress Foundation 12" i ~ 8, ' Conc. Found. Wall 1 1 ~ n W/ B° x 16" L,"Ifor 6'-0" Ga rage Door Conc. Footing _ CD 2'-12" --°I I'---~ 16'-3" ~ ~~~See lan i i fcr i i CL locntion T- ; Beam Pocket Detail 'B' 10'-10" gcale = z" e. 24'-0' .Match Line, iadicaEes a_ mirror e 6e[ween ur,it ;i eni unii G. Anv dimensions exdustve to each unit app[ies to the other. Foundation Plan~. Scele: J"=1-Q' 35'-8' Garaee . Vo° p.i{. ~ ti ~ ~ a 0 ~ 0 ~ ~ dfgdfgdfg • Dli Refng Q efrig DW • ~ o~ 2~--Z$ 8 I" 0'-4" I° 0'-5" 14'-4 ae 8-_2° s'-s° W D D W t 9 3'-11 " ~v 3 Q . ,4 ~ p'-g ^ 2'-7" 11 '-6" g~ 0 - 2'-8° r~ ({P o ~ 2'-° ~ 0'-8 ° Carare 3 -2" Q) kzo ~o,.Lo 6 8 0 ~ ~ ~'-0" •t 6`-0° 6"-6'-4b° 11'-112" w 2'-1~° 3"-0 i 0"-6" 2'-1~` d ~ ' 42'-8" 0'-6" -f 2-22" 2 ~ 84"-0" ~ i o e: Match Line indicates a mirror ima~e ~Cb ; betweeii unit A and urit B Anv dimensions exclusive to each anit applies ' ; to the other. First Floor Plan Scale: j "=1'-0` ;?,-a2,-' --I ~ 3,-1~" 3•_0~ I 6°4° 48'-0" 3, 6'-0" J7c ~ ~p I ~ -77mi 1'~7 1ir 2'-0y 3 '8v O 0'-6" 6° U ~2~055 ( 10"-74 0`-5° 2 wl~ '3" Z~O 2'-22° 4'_~" 4 3"-0" 174 L-V _ e 9'-62~ - ~ _6 71 -0" 3'-0" 3~-OF ~ 2- 26 8, 4 bd z z~{- Z) 6-0" ~ 2'-5" . 2' fi~- Q'-4 6 3 _2` Zb ~ 2L 2'-6" z, AA . ~v._ 5•-112 ~ ie 7'-0' L- U'-10" ~ 4 7~ o° - ~ N ~ 13' 0•_6• i -b- 27'-8° ~ ` D'-5" I l0'-7P i ( i 6'-1 0'-5" O 8'-22-~ ' " ~ 9 - 3 Bathroam Detafl As Shown and Opp. Hsnd Scate: J"=i'-0" NOte betweere unit A and uiiit B. Anv dimensions exclusive to each unit applies ta the other. 5 '-0.• i, '71t° ~N z'-32-" 0'-5' i Match Line indicates a mirror ima e Second Floor Plan I Scale: j"-1'-0" G7- n. • uaccGL"tA1 ~ JC$12 ~ - Plan Same Detail Second Story for Construction Maintaian air space for flaor joists Double , s,( 1- x„ r~ ,oKgYP board, both sides af 2x4 studs on bath walls QR!-jfou/' t Ouno~e~'iv2 ~ ( 1664t, 7leck • i Maintain I" Min. Air Space Between Walls. ' 9i" TJI @ 16" O.C. 11 risers @ 716" =6'-58„t 8'-ia" 4 risers @ 716" =2' -48,>t 92° TJI 0) 16" O.C. \ S~'8 x 13 Beam Pocketed 10" ~ 2" into foundation each side (See Plan) and supported Mid-Span with 4" Pipe Column - 10" Conc. Foundation Wall 3'-0" High on 8"x16' Footing with 2# 5 Rebars Grade 60 Common Wall Section q- i " - I'-Q„ On interior of wall MST Strap 24", 10 ga., use 10d nails. On Interior wall use MST Strap 24", 10 ga., use 10d nalls. Header is (2) 1.75" x 11 Double vertical studs and double top and bottom platas 8'-10" 12" Sheath exterior of each corner with 1/2° CDX or 7/16" OSB from bottom plate to top of header continuous. Nail 3" OC on each vert. and horiz member. At header three rows 3° oc. tOd nails. 26" 16'-3" pg" PHD5-SDS3 14 Ga. PHD5-SDS3 14 Ga. holdowns w/ 5/8" holdowns w/ 5/8" x 14" anchor bolts x 14" anchor bolts or Rad Head or Red Head Trubolt Wedge Trubolt Wedge anchor 5/8" x 10", anchor 5/8" x 10", 5 1/8" embedment. 5 1/8" embedment. 4 1/8- (2) additional 5/8" I X 14" anchor bolts Garage Portal Detail 4 1/8" (2) additional 5/8" X 14" anchor bolts Notes 1. This design meets the 90 MPH wind load requirement. 2. Use simpson metal connectors as specified. Follow manufacturerer s recommenqgtd-+maQg pattern and sizes. @~ r. 1~~,~''• . rt.0. ~e«.e i •o_ KMCS surveying and engineenng I Pro;eLt Duplex, Associated Contractors ~ 4535 N. eroadway Suite 101 6556 West 44th Avenue Boulder CO 80304 Jefferson County, Colorado : ca: r. ~r v~,•"~ .~~~iT~cs~JdAL e4O ~as 44;~10,1a smia: RBMM: Tl118: [We:NOW Garage Portal Plan -Q 0_9-6~ n '~-v 0-0-4 L ~ H Q m cq (A n~ O ~pZ oi~ O m ¢~OUo 8O f) r N O 00 a0 0 ~OO O O t) U C O W~ Ih C C~ M O NC-0v o U U U U U U a 00F-QlN ~ ~ Y N 0 } Z Q CL 5; O ~ IL a. ~ ~ 06 m ir ~ N m v i ~ ~ 8 ~ N wgo N ~ o ~ N > M ~ X _ ~ Q cC)7 I¢i 18 O'g'V I O-Q'E` 9i 0-9-E1 0-0-bZ SOle[ MaC0C1IIL rypa p[y. eroduct LengtD J1 32 _ 9 3/1` TTI/PAO 350 joie[ 34' 0• O U m P V ~ I 3 O U 7i a ~ a , a N 0 N rA p I W ~ ta 0 a I y o a ~ ~ N H . i ; o U Ln ~ .-I a w • U W w a m W N 04 ~ F~ O o £ cn i 0 1 ~ U t~ 'f w o i u N I Y I C I U I ro I m : Y ! N • ~ i U I O W ~ 0 a xeb w-: on; cc~taaac 6bi9PW .a.: [lao[ [raming No[ee: PmviEt zalid Lleckln9 sC all Satexiar eupyotC laufiws. SJ-SttmG Ais Dos6 ~Eell WayylAd a[ llaor pacfaHee. O.N.~. Hlaclln0 -4 Ric Do-tl 1aM1. vot tLam [or claiity i/c ss~: v/c u~: i/c eup: ~/e uua: y~e HOPE .m aoqu.. ME .a u m ~ .i d U N - Connec[oz Liat - - - IDX p[y rodel MmDar Nota Cariying mDC aaiiing Carried mDr vailing (Eip/jack) Skev Slope TOp Hy 4 yry9 16 lOE 8 10N[1. 5• xa s mn iz ioa a iaaxi. s• H3 3 11430 19 lOQ 6 101 N9 9 T[1II29 19 SOQ 2 lOd[1 .5• H5 4 LSSU310 Ii 10 106 SOEZ1 7 .5• H6 4 I2229.5 2 lOd _ - . 2 10dz1 .5• 4 lOd ' , W weS ScifEeneze zequired Joiec raceriaie rype 4Cy. Prodm[ Levg[h Sl 16 9 1/2' '3'.iI/PAO 150 joie[ 28• 0• S2 8 14' 0' Yj q y y 6' 0• Poet 6 Beam Matezial - T}pe pty. Product Lea9CL GS 6 1 3/4•x9 1/2• 1.9lI-LAN LVL 15' 0• 61 12 14- 0' G3 S 13' 0• G9 6 q• p• GS 3 v v 3' 0' O U II m T m V N ~ Y p 3 I p 0 U >f a a a N ~ N ~ O co ~ W , 0 y U o a y ~ W r o U ul , -1 a W 1 • U 03 W a W N a .i ~ I ° ° o w o w x L) c, ; 0 v ~ N M Y G 0 U ro m Y N A U O ~ 0 b pun. 0472 m i/c ww: [ 4e ua_ e y[ I eia~.~ e~en.a~\a~ia.wL I PlOOi Piami¢9 NoC¢e: PswiEe eolid blockiug aC all in[erior eupport lo<atione. Td-Strand Aim Doas6 sDall De applied aC £loor peilmeter. Q.N.O. elodksoG .ua ,IN no-a lebals wt fo= clerirr ~'1 ✓r^ 1 ~fy s ~ HOPE 2F r~ ~ 0 ~ O ~ ii ~ ~ m I ~ O O W ~ ~ z ~ ~ ~ ~ ~ ~ ~ ~ ~ v ~ CD6 ~ ~ a 0 O 0 ~ w N s N~ aO ~ O `o~° ~,:~'blLc;o00~ ~ m~ ~ ~ ~ ~ a~os ~ wQ ~ <r- a o v_ N 0 ~O C ~ I- ~ N I o° ..~o l7U Q U. m ~ ~ ~0 ~ \2 c oo c 0,7 ~y d J o-CYI > C~ a) l7J } Q ~ U O 5; . 3 t,J ~ a ~ _sr3 y 67 ~ Q :D } ~ E O C"D ~ Q F-- ~ i I~~l c`ro O cG if~ in ~ ~ Ui U O v- iC? . ~ Vl`",O_ Ir'l ~j' ~ n_ CC_ 11" Un j ? 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L _ ~ v ~ IN `g m I ~ ~ Q ~ I ~ ~ ~ ~ • Jro>y 12> -WM w ~ _..~..~.._..--.W._. ~ 1 ~ - I\ I - - ~ ~ _ _ ,f~ - - _ - _ ~ - - - - - - _ - - - - ..51 ,n OO ~ /$O • ~1 ~ ~ Jun 03 02 03:19p unique realty 210 558 6330 p.l , MARY NELL DAVENPORT 3322 SC£NIC LANE SAN ANTO1V10, TEXAS 78230 ]IJNE 3, 2002 CITY OF WHEATRIDGE 7500 WEST29" AVENUG W HEATRiDGE, COLO. 802I5 ATTENTION: BOB GASPER 303 235 2850 PHONE 303 235 2857 FAX RE: 6556 WEST447H AVENUE WEATRIDGP, CQLO. 80033 DEAR S[R, SORRY 1 MISSED YOU TODAY WHEN I CALLED BUT DID SPEAK WITH DARRIN CONCERNING THE CLEANINU UP OF THE ABOVE MENTiONED PROPERTY. I AM HIRING A COMPANY BY THE NAME OF "ASV CONTRAC?ORS, INC" TO GO lN AND REMOV£ ALL ST2UCTt1RE DEBRIS FROM SITE TO EXPEDITE THE CLEANUP. APTER SPEAKING W1TH DARRIN ON THE PROBLEM OF THP INSURANCE NOT ALLOWIIVG ENOUGH TO DO THE TOTAL JOB, HE AGREED THAT SINCE WE DO HAVE THE PROPETY LISTED WiTH WARREN W[LUAMS OF RE/MAX, THAT t COULD HAVE A FENCE PLACED AROUND THE BASEMENT AREA FOR SAFCTY UNTIL WC GET EITHER EARNEST MONEY OR IT SOLD TO COMPLETE THE 706 BY HAVING IT BACKFILLED AND THAT WOULD BE ACCEPTABLE TU YOU ALL. 1 PLAN TO HAVE THIS DONE 1N A TLMELY n4ANNER B£FORE JL1NE 16,2002. I APPRECIATE YOUA HELP AND COOPERATION IN THIS ENDEAVOR. SINCERELY, / MARY NELL DAVENPOR Jeffe'-son County Assessor System http://ww4.co.jefferson.co.us/apps/servleUats.atsdisplay?sch=023841... cal°roAlO' ASS!era50i' '.Generalinformation - I Property l l Sch:023841 Parcel ID39-243-08-021 Active:Active 'Type:Residential Assessor~iHo e : Jeffc_ o Home Property Address:06556 W 44TH AVE New Sea : r~ &nbspWHEAT RIDGE CO 80033 4736 Mailing Address:00601 16TH ST CPMB 201 r &nbspGOLDEN CO 80401 ~'1a o JeNerson CouriiyPkwy I Owner Name: DAVENPORT MARY NELL ~ Golden'Golptada80419' i i 303 27i1=800 I Neighborhood:0412 Area:2 ISubdivisionName:CLARMORHOMES Lot 3 3 QuarterSection S9f SW !0 . Tota1 0.0 tive Deedl F1396439 F1396437 i 87ll5006 This information is prepared as an ongoing commihnent to the public to provic laccurate, quality and up-to-date information to the public. iThis is an informational service and will be maintained during normal busines: hours, 8 a.m. to 5 p.m., Mondays through Fridays. If any service interruption ir service occurs during non-business hours, the problem will be addressed at the beginning ofthe next business day. Jefferson County makes every effort to produce and publish the most current a accurate property information possible. Jefferson Counry assumes no liability whatsoever associated with the use or misuse of this public data. ~ Send mail [o assessoriuwco.ieilersoaco.us with questions or comments about this Web Site. Copyright 0 2000, Jefferson Counry, Colorado. All rights reserved. Last modified: May Ol, 2001 1 of 1 5/20/2002 10:30 AM Jeffi'-son County Assessor System . ,~.L`olaeado . ASSesSQT ~ l i Voiaep, ',oiUrauqouv i , `303271=8600 l , l i http://ww4. co.j efferson. co.us/apps/servleUats. atsdisplay?search=4&s... Inventory Parcel ID:39-243-08-021 Schedule:023841 Year Bui1t:1902 Adjusted Year Bui1t:1902 Property Address:06556 W 44TH, Improvement Number: F--J Design:2 Story Items Quality No. IFULL BATH Average 1 BSMT TOTAL . Averagel . iCOVERED PORCH Averagel ISECOND FLOOR Average F FIRST FLOOR Average F Records Disclaimer I900 This information is prepared as an ongoing commitment to the public to provic accurate, quality and up-to-date information to the public. This is an informational service and will be maintained during normal busines; hours, 8 a.m. to 5 p.m., Mondays through Fridays. If any service interruption ir service occurs during non-business hours, the problem will be addressed at the beginning of the next business day. Jefferson County makes every effort to produce and publish the most current a accurate property information possible. Jefferson County assumes no liability whatsoever associated with the use or misuse of this public data. Send mail to essessor(i4co.iefferson.caus with questions or comments abouC this Web Site. Copyright C 2000, Jefferson County, Colorado. All rights reserved. , Last modified: May Ol, 2001 1 of 1 5/20/2002 10:30 AM ` DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 14030 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: NELL DAVENPORT Property Address : 6556 W 44TH AVE Contractor License No. : 20761 Company : Alpine Demolition Phone : 421-3366 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, mles 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 wmpliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable W t Ri~Jg 'din nces, for ork under this permit. (OWNER)(CONTR4CTOR) SIGNE DATE '6/1 Description : COMPLETE DEMOLITION Date : 6/14/02 Phone: 210-690-1585 Construction Value : $5,000.00 Permit Fee : $50.00 Plan Review Fee : $0.00 Use Tax : $0.00 Total: $50.00 Use: Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Approval : Expiration Date : Approval: Expiration Date : Approval: (1) This permitwas issued in accordance with the provisions set forih in yopur application and is subject to the laws oFNe State of Colorado and to the Zoning Re9ulations and Building Code of Wheat Ritlge, Colo2do or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authonzetl is not commenced wi[hin siaty (60) tlays from issue date or (e) the building authorizetl is suspentletl or abantloned for a period of 720 days. (3) If this permit expires, a new pertnit may be acquired for a fee of one-half the amount nortnally required, provitletl no changes have been orwill be made in ihe original plans and specificalions antl any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paitl for a new permit. (4) No work of any manner shall be done that will change ihe naturel flow of water causing a tlrainage problem. (5) Contrector shall notify the Building Inspectorriventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediingwithsuccessivephasesofthejob. . (6) The i ce of~~ ape it or the approval of tlrawin9s and specifcations shall not he construed to be a permit for, nor an approval of, any violation of the on o g cotles or any other ortlinance, law, rule or regulatiort ~ Chief Building spector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number. oF wHEAT~ BUII,DING INSPECTION LIlVE - 303-234-5933 Date: ~ CITY OF WIIEAT RIDGE 7500 WEST 29TH AVENTJE WHEAT RIDGE, CO 50215 - (303-235-2855) C~CORP~~ AHHpp~y,~Tl p i"3"isi 4~O~fr 4 V Property Owner: ne.// j PropertyAddress: ~p554, Phone Contractor License No.: :,d7lr / ~ Phone: ~3(.~ OR7VER/CON'I'RACTOR SIGNATURE OF IINDERSTANDIlVG AND AGREEMENT I hereby certify that the setback distances proposed by this pemtit appficarion aze accurate, CORSYSl3CC10Il V31U0: $.SU0I .4 anddonotviolateapplicableordvtauces,mlesorregulationsofffieCityofWheatRidgeor PermitFee:$ covenants,easement5orrestriclionsofrecord;thatallmeasurementsshowqandallegations - made aze accurate; that I have read and agree to a6ide by ail conditions printed on tliis Plan Review Fee:$ applica[ion and ffiat I assume fiili responsibility for compliance with the Wheat Ridse Building Code (U.B.C) and all other appficable Whea[ Ridge Ordinances, for work under Use "i'ax: $ thispermit. , 0 / r . TotaL•$ (OWNIIt)(CONTRACTOR): Descriprion: Cjm~ I~Pirn o~c-hv~ BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS: ' APP70V31: Zoning: BUILUING COMMENTS: Approval: PUeLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expirarion Date: Expiration Date: Approval: Approval: Approval: (1) This penait waz issued in accordauce witli the provisions set forth in yoiv applicafion and is subject ro the laws of the Staro of Colorado and ro the Zoning Regulafions and Btulding Codes of Wheat Ridge, Coloredo or any offier applicable ordinsuces of the City. (2) 11iis pelmit shall expae if (A) the work authorized is not commenced within siaty (60) days from issue dare or (H) the 6nilding autliorized is suspended or abandoned for a period of 120 days. (3) Iffhispermitexpires,anewpermitmaybeacqn'vedforafeeofonahalftlieamountnocmaflyrequired,pmvidednochangeshave6eenorwillBemaAein theorigiaalplausand.specificaCionsandanysuspensionorabandonmentliasnotexceedeAone(1)yeao Ifchaneeshave6eenori£suspensionnrahanAnnmenr exceeds one (1) year, full fees shail be paid for a aew pennit. (4) No work of any manner shaR be do¢e that vrill chmmge the natural flow of water causing a drainage prohlem. (5) ContractorshallnotifytlieBuildinglnspectorhventy-four(24)hoivsinadvanceforallinspec6onsandxhallreceivewrittenapprovnloninspectioncardbefore pmceeding wifh successive phasu of thejob. ' (6) '1he issuance of a pecmit or the approval of drawings and specifications shafl not he wnstued [o be a pemit for, nor an approval of, xny viola[ion of the provisions of the building codes or any othu ordivance, law, =ule or regulafion. 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Qf Qt -O- ~ ~ ' 3SOH ~10 "l.j SFJ340V1 S311109 tlBoS SNtl=l W Z j „6/E L C ,.Z/L L o- ON iff S3A E] _ 1N00 `J419 SWV3lilS JO'ON 3Sf1 XOH XONN 31tlWIlS3 SSOi A1F13dOFld _ o - :N3H10 . o - ~301Aki3S 3tllj - ~ ~ :301AN3S 3HId :Si3H10 531111V1Vd d0'ON S31Fif1fN13k3iA d0 Li38Wf1N 2 i -2 - 9S - 43ONOdS3tlS310I H3AF33H10'ON O30NOdS3HSf11tltltlddtllViki3tl'ON 03QNOdS31iS3Nl'JN3d0'ON dS3k3~3NNOSH3d'AH3S3tllJ d0'ON J ~ 1Ib swdviv ON ioiaisia onend wodd wdvIv ~10 aoHl3w Aog s wd s 3NOHd3"131 S53kiQOV (IW YStl)d YStll1 3WtlN tl3NM0 N'1dV !i0 WOOki 3NOHd3131 (IW'1ShY1Stll) 3WtlN 1N311Vd/1Ntldf1000 ~~~og ard ~hh' ~ 955 Daoo aiz ss3aaav 3aeoo 11We3 7Dl V'S ki0 bj NOI11N9I 3Sf1 A1fJ3dOtld (13XI~ N3AI'J N Z(103}J-~l vIS,n =5) }xq 3J~J asnoll , (N/A)dltliVf11f1W N3Ntl1NOLLOtld03dA1 ONf10~ NOI1Nf111Sd03dA1 Lh:22 bl.p) 57~$I .`~D~~~ Zoc2 / Ho / ~o1+YiC A213S NI 3WIl 3WLL1tlNkiCtl 3WI1 Wtltlltl N33M 3H1 d0 AVO Htl3A Atld H1NOW ON 1N3010NI 180d3 341ONI 4131=1 1N3Wlatld34 3d1=I 0,731-Im laodaa pasinaa ~ SW3 3~11.~ The City of 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215-6713 (303) 234-5900 ~h e at City Admin. Fax # 234-5924 - Police DepL Fax # 2354949 GR i dge June 11, 2002 State of Colorado Air Quality Control Commission Asbestos Unit To Whom It May Concern: In regard to a fire damaged house located at 6556 W. 44`h Avenue, Wheat Ridge, Colorado; the City of Wheat Ridge requests that the structure is demolished by no later than June 17`h, 2002. The structure is an attractive nuisance and presents a danger. If there is anyway to expedite State permission for removal of the structure it would be greatly appreciated. If there are any questions, feel free to contact me at (303) 235-2850. Sincerely, Bob Gaspar Building Inspector gJ REGYCLED PAPER 1-- , , 7500 West 29"' Avenue • Wheaf Ridge, Colorado 80215 Planning: Phone # (303) 235-2846 Building: Phone # (303) 235-2855 Engineering: Phone # (303) 235-2861 Fax Phone # (303) 235-2857 DATE ~i~,2 Name: Organization: Fax: Phone: From: Division: Subject: # of Pages: Comments: Planning ❑ Building C-'~ Engineering ❑ 45~ss G' ,v, yZ-/ 4c.o Original to follow in the mail ❑ Yes ❑ No HP OfficeJet Personal Printer/Fax/Copier Identificarion 93039804402 Fax Log Report for DEVREVFAX 303 235 2857 7un-11-02 07:56 AM Result Paees Tvce Date Time Duration Diagnosti c OK 02 Sent 7un-11 07:55A 00:00:46 002586030022 z<.o is s ~ N z ~ 0 i ~ z p D ~ ~ ~ X -Ci O m r i m m ~ o -i z y z C ~y m z £ ; ~ r tTl y O T 0 m ~ $ m m ~ A Ci r O ~ O y C ~ N < ~ C Z n m o m - Z m m Z m~ 0 0 ~ m ~ O ~ v F ~ ~ N c m I m N r o m p ~ -1 N a n 9 m 0 m m 0 ~ m 3 y y 1 D ~ ~ r -1 O ~/1 C ~1 p D f Gf tn flI m £ f T D r m A m Z D ~ = f o m al m D A QF = i m D p O 9 v~ ~ 31 y ° n m rti ~ c m ~ n x ~ = m m ~ s - i m Z m m m N Z C: y T co ; 0 ~ m :u N ~ o w 0 A ~ S A m n ~ z ~ o n M m ~ a ~ < O n ~ m D ~ n ~j ~ ~ ° D w o m A p 3 n o 7L ° n s ~ o ~ n o 74 m a P m ~ _ D ° 0 -4 1 Z n o i z ~ 2 y 2 D r m m m ~ -1 m C m C ~ m N ~ C $ ~ u~ 3 3 i _4 ~ 8 0 0 .a x = (ll D y ~ [ 2 N n m a Z ~ N D ~ Q ~ ~r m3 f n A m r X m ~ m D Z mm cl Z C A D 0 ~ Z X -i ~p :TI rO ;0 r p2 g~c n= m~3~ mc~ om Z cDi c 2 ~ T f/1 y n f~l O 4J no'"n Z A m R To ~ m1 c) ' (n ~z r n O xg'3 oC = m Z p ~ pr r Z ~ f iZ ~ Z m 3 y ~c p moZ 0 N Z O ~ 5 N O 2 H m ~ aanaFarviIuc m ~ ~ 0 + ~ x $ mE m N Dx ~m xn N = ~ y 00 ~m N Z. z-1 ~m O A m N ~ 2 °a 0 m 9 1 C ~ C ~ m ~ < Gt V y D cZi m N r ~ 0 ~ < r m N , C S 0 i O I m v ) a -1 D z ~ m :u ~ _ Z m y ~ a m ~ w ~ ~ m ~ D tyi, 1~1 - W ~~l - A W N- m ~ v m rr- n < 1 ~p -a - i n; m m k - x r x ~ r o ~ a z ° = c~ ' ; o C' - . e ~ ^ J J r J O ❑ Q.( v ❑ m ~ m n v i m a m y f❑ r N m -0 m o m 2 Z n O : o y o Z a E3 Z m m Z ❑I \ ❑ 8 ~ N 0 N ❑I ~I ~ ' ❑ Cl . m m oI r ~I o il 0 - ~ n m D O 7 F ~ £ = -Z i = . ❑ a m ❑ a ❑ D D Z m D Z v ) ) c i N O -f y Ne o m ~ 13 m o O v ~ ~ il f ~ s N a 0 3 o n o ~ m ° a ° o a ' v a g y o g ~ ° $ F n y 3 ° ~ a ' 8 s r S ° o ; -4„ jr V ° o m D I D V m ~ o ~ 60 ~ a M r X ~ O ~ tN~O p N ~ Z u D { < ~ ~m Z m ~ C z m m N Z x m ~ 0 > \ < ~ O m m n D x ~ c 1~m o <vZ Z 0 ~ G) 0 2 ~-n M-um v ~=y~ Z0 O ~n~ ~ D o0-{ o mz< ~ o0 m n<m ~ ~~m Op Z5 O o m Z ~E 1 ~ -0 m ~ ~ ~ Z 0 H rn 00 v 0 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number Date 77563 8/16/2004 Property Owner: VIC LOMBARDI Property Address : 6558 W 44THE AVE Contractor License No. : 21614 Phone : 915-5200 Company : Insurance Contracfors & Associates Phone : 806-9090 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certi(y 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 sho , and allegations made are accurate; that I have read and agr abide all ndi' irited on this application, and that I assume full respolianc wit ' at Ridge Building Code (U.B.C J and all other applicable n ' dity r c p eat Ridg Qrdinan s, nder this permit. (OWNER)(CONTRACTOR) SIGNED DATE'a-IL"O Construction Value : $2,000.00 Permit Fee : $90.10 Plan Review Fee : $0.00 Use Tax : $24.00 Total: $114.10 Use xza Description : FIRE DOMAGEIREPAIR ON TWO TRUSSES PER ENGINEERING 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 ihe provisions set forth in }ropur appliration and is subject lo ihe laws of the State of Colorado and to ihe Zoning Regulations and Building Code of Wheat Ridge, Colo2tlo or any other applicable ordinances ofthe City. (2) This permit shall upire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the buildinq authorized is suspended or abandoned for a period of 120 days. (3) If this pertnit expires, a new pertnit may be acquired for a fee of one-half the amount normally requiretl, provided no changes have been or will be made in ihe onginal plans and specificalions and any suspension or abandonment has not ezceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (i) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change ihe natu2l flow of water causing a drainage problem. (5) Contractor shall notifythe Building Inspector hventy-four (24) hours in advance for all inspections antl shall receive wriften approval on inspection card before pmceediing with successive phases of the job. (6) 7he issuance of it or t o vrings and specifcations shall not be construed to be a pertnit for, nor an approval of, any violation of the pmvision Idin des or any ot~ance, law, rule or regulatioa . Chief Building Inspector Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: O` WHEqTq gU1LDING INSPECTION LINE - 303-2345933 Date: a C1TY OF WHEAT RIDGE " m 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) ~~~ORAO~ APPLICATION Property Owner: LOie9 $E1'~~ ~ PropertyAddress: (o<j$'a W. *#MAyC Phone:30lo 'Q/5'-$'aQp Contractor License No.: z 14 Company: Phone: 1pvsue.v,veE Co...sxac~e! t~'SSx. 303 ao61o qo OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that Ne setback disfances proDased by this pertnit applicalion are accurate, and do not violate applipble ordinances, rules or regulations oi the City of W heat Ridge or covenants, easements or restrictions of record; fhat ail measuremenis shown, and allegations matle are accurate; ihat I have read and agree to abide by all conditions printed on this application and that I assume full re onsibiliry for compliance with the Wheat Ridge ilding C (U.B.C) and I er applitable 0 i Wheat Ritlge Ordinances, for w c ~i tler Nie ~ nit. ~ Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ Description: Fi,2L3 .49~,E ;?mvo01R dJ TWD T,9,wS`b~c.-,5 Sq. Ft. added 49PW R J1r4Q.+d-a 4-.44~••AeaS?e..fic, COMMENTS: Approval: Zoning: COMMENTS: ~ Approval: W ORKS COMMENTS: P.pproval: Walls: Electrical License No: Company: USE ONLY Roof: Stories: Plumbing License No: Company: / q1jG, Residential Units: r ~ ~~4 ~7'_n Mechanical license No: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approvai: Approval: (1) This pemit was issuetl in acwrEance with tlre provisions set foAh in your appiiption and is subjec[ to the iaws of the State of - Colorado and to the Zoning Regutations and Building Codes of W heat ftidge, Cobrado w any other applicaDle ordinances of the Ciry. (2) This pemit shali expire if (A) the work authorized is not commenced v+ithin sizty (60) days from issue date or (B) the building authorized i5 suspende0 or abandoned for a period of 120 days. (3) If Mis pemit expires, a new pemit may 4e acquired for a fee of one-half the amount normally required, provided no changes have been orwlll be made in the original plans and specifiptions arM any suspension a abandonment has not exceedetl one (1) year. lf changes have been or if suspension or abandonment exceeds one (1) year, full tees shall be paid for a new permiL (4) No work of any manner shall be done that will change ihe natu2l flow oi xaler causing a drainage Droblem. (5) Contractor shall noUfy Me Building Inspectw iwenty-four (24) hours in advance for all inspecUons antl shail receive wriflen approval on inspection prd before proceeding with successive phases of the job. (6) The issuance of a pemit or the approval of drawings and spedfications shall not be consWed lo be a permit for, nor an approval ot, any violation of the provisions of ihe building codes or any other ordinance, law, rule or regulafion. uilding Official Job TrussTrussType Qty Ply I.C.A.GREGTINNEY R13078308 I ~ 41~AQ558 TOt FINK 2 1 Job Reference (opiional) _ F rinn c.lun 9 2003 MiTek Industries, Ina Tue Jul 27 090413 2004 Page~l~r nign ria,eau o-0-0 6 12-0-0 + 17E-14 24-0-0 I 26-0-0 ,2-0--06-5-2 F - --f-- 5-6-14 5-6-14 65-2 2-0'0 24.0 6-5-2 Scale=l:a5.8 4x8 MII20 - < 1-0-0 DAMAGED 0-0-0 0-0-0 B-3_7 15A-9 I- 8 3 7 . 7'5"2 GENERAL REPAIR NOTES: 1.THIS REPAIR IS FOR 1'-0" OF TRUSS DAMAGED RIGHT END UMBER A DTHE SAME SIZE PLATES AS THE A MAIN~ RUSS, UNLESS O ) HERWISE NOTED, WITH TWO ROWS P OF 10D NAILS (0.148" X 3.0" ) SPACED 6" O.C. 2 ROWS FOR ALL OVERLAPING CHORDS AND WEBS Plate Offsets (X,Y): [8:03-0,03-0] LOADING (psf) SPACING 2-0-0 CSI I/defl DEFL in (loc) 9 >999 PLATES GRIP M1120 169/123 30.0 TCLL Plateslncrease 1.15 TC 0.75 79 0 Vert(LL) A.16 35 8-9 >806 Vert(TL) -0 TCDL 10.0 Lumber lncrease 1.15 . BC 62 WB 0 . 6 n/a 0.08 BCLL 0.0 Rep Stress Incr YES . = 240 Hst LC LL Min Weight: 771b BCDL 10.0 Code IRC2000 BRACING LUMBER . TOP CHORD Sheathed or 3-2-4 oc purlins. TOP CHORD 2 X 4 SPF 1650F 7.5E BOT CHORD Rigid ceiling directly applied or 8-3-8 oc bracing. BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2X4WWStud 3n4 MII20 = 5x6 MII24 = REACTIONS (Ib/size) 2=7357/03-8, 6=1357/43-8 Max Horz 2=-122(load case 8) Max Uplift 2=-477(load case 5), 6=-477(load case 6) Maz Grav 2=7621(load case 2), 6=1627(load case 3)