The URL can be used to link to this page

Home My WebLink About3185-3195 Kendall Streeti CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: y �- ��• l y�ecf�a I , Ic, Job Address: Permit Number: 0 1 nS 0 a-,7) 1 -,-;L ❑ No one available for inspection: Time '?:- c4 6 ®PM Re -Inspection required: Yeses When corrections have been made, call for re -inspection at 303-234-5933 Date:3/3/ / Inspector: -7-L DO NOT REMOVE THIS NOTICE City of Wheat Ridge E -Res. Furnace Replacement PERMIT - 201802212 PERMIT NO: 201802212 ISSUED: 08/08/2018 JOB ADDRESS: 3185 Kendall St EXPIRES: 08/08/2019 JOB DESCRIPTION: Remove and install 80percent/80K BTU Gas Furnace. Remove and install 2.5 Ton/15 SEER AC unit. *** CONTACTS *** OWNER (720)940-4555 RICHARDS KRISTA M SUB (303)340-3400 Stephen Jusseaume 120169 Doctor Fix -It *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,439.50 FEES A/C Replacement 60.00 Furnace Replacement 40.00 Total Valuation 0.00 Use Tax 93.23 ** TOTAL ** 193.23 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2012 IRC & 2017 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. , City of Wheat Ridge E -Res. Furnace Replacement PERMIT - 201802212 PERMIT NO: 201802212 ISSUED: 08/08/2018 JOB ADDRESS: 3185 Kendall St EXPIRES: 08/08/2019 JOB DESCRIPTION: Remove and install 80percent/80K BTU Gas Furnace. Remove and install 2.5 Ton/15 SEER AC unit. I by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized tI obtain this permit and perform the work described and approved in conjunction with this ermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of Official Chief Building Ocial and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The iss or granting �f_ a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applic ow any o ance 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. u� City of Wheat idgc COMMUNITy DEVELOPMENT Building & Inspection Services Division 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Permits(aki.wheatridge.co.us FOR OFFICY USE ONLY Date: / I/ Plan/Permit Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 1O5 Property Owner (please print): —ry c`�- � �,\("i yQ s Phone: �— � 1 Q • a 214 Property Owner Email: Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: t�>rs,t- City, State, Zip: Architect/Engineer: Architect/Engineer E-mail: Contractor: - X L�— Phone: City of Wheat Ridge License #: 120 1 LPA Phone: 5-30--agoo Contractor E-mail Address�f rl`oI s 6 For Plan Review Questions & Comments (please print): CONTACT NAME (please print): CONTACT EMAIL(p/ease print): Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: City License # Other City Licensed Sub: City License # [—]COMMERCIAL E Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Commercial Projects Only: Occupancy Type: Sq. FULF Amps BTUs Squares 1 lki l lR ( �_ � Z . Construction Type: Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) 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 arc accurate: that I have read and agree to abide by all conditions printed on this application and that 1 assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any pertnit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the tntthhdness of the information provided on the application. C/RCLEONE. (O{V';VER) (CONTRACTOR) (AUTliQRIZEAICPR6SE;)_T.4_T/VEJ of (06i.VER) (C0:1'TRACTOR) Signature (first and last nam DATE: —� i DATE: Printed Name: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer. DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: *** 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 tc :_n,. approval. Installation of roof sheathing (new or overlay) requires an approved inspe,--..::, prior to installation of ANY roof coverings and is require on the entire roof when or board sheathing with ANY gap exceeding Al --inch exists. Asphalt shingles are require be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shiei-i .s 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 manufactureraE's 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's technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201702791 PERMIT NO: 201702791 ISSUED: 06/28/2017 JOB ADDRESS: 3195 Kendall ST EXPIRES: 06/28/2018 JOB DESCRIPTION: Remove and replace comp shingle with GAF Armorshield II 32 squares house roof pitch 6/12 *** CONTACTS *** OWNER (303)232-0679 BELLIO FRANCES SUB (303)757-5555 Brian Cung 100121 Rocky Mountain Roofing & Rest. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,224.00 FEES Total Valuation 0.00 Use Tax 172.70 Permit Fee 188.45 Misc. Fee 25.00 ** TOTAL ** 386.15 *** 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 tc :_n,. approval. Installation of roof sheathing (new or overlay) requires an approved inspe,--..::, prior to installation of ANY roof coverings and is require on the entire roof when or board sheathing with ANY gap exceeding Al --inch exists. Asphalt shingles are require be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shiei-i .s 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 manufactureraE's 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's 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. INSPECTION �ECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Occu anc /T e — W/ I Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Pier Concrete Encased Ground (CEG) "j I'Min Foundation / P.E. Letter Lath / Wall Tie Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof "j I'Min Aim.r 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 Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. "For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Occupancy/Type YA_ 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 Concrete Encased Ground (CEG) Foundation / P.E. Letter Plumbing Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Initials Comments Electrical Wall Sheathing Sewer Service Mid -Roof Plumbing Do Not Cover Underaround or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof 2S 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 Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. `For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge *** CONTACTS *** OWNER (720)940-4555 RICHARDS KRISTA M SUB (303)757-5555 Brian Cung 100121 Rocky Mountain Roofing & Rest. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,682.00 FEES Total Valuation. 0.00 Use Tax 140.32 Permit Fee 156.75 Misc. Fee 25.00 ** TOTAL ** 322.07 *** 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. Residential Roofing PERMIT - 201703625 PERMIT NO: 201703625 ISSUED: 07/10/2017 JOB ADDRESS: 3185 Kendall ST EXPIRES: 07/10/2018 JOB DESCRIPTION: Residential Re -roof to install GAF Armorshield II asphalt shingles - 26 sq. *** CONTACTS *** OWNER (720)940-4555 RICHARDS KRISTA M SUB (303)757-5555 Brian Cung 100121 Rocky Mountain Roofing & Rest. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,682.00 FEES Total Valuation. 0.00 Use Tax 140.32 Permit Fee 156.75 Misc. Fee 25.00 ** TOTAL ** 322.07 *** 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. 51 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: -3 Permit Number: U 1 -7 y !a ❑ No one available for inspection: Time) � AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: a �' �� Inspector: DO NOT REMOV THIS NOTICE CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: M I n Job Address: to 6) A i I 9 Permit Number: a 9 I ') 6 d ie u -1 -y XV ❑ No one available for inspection: Time/ AM/PM Re -Inspection required: Yes No When corrections have been made, call for re-mjs ection at 303-234-5933 -.-- Date: "7` 3 Inspector: DO NOT REMOVE THIS NOTICE 4 ` City of Wheat Ridge w Residential Roofing PERMIT - 201703625 PERMIT NO: 201703625 ISSUED: 07/10/2017 JOB ADDRESS: 3185 Kendall ST EXPIRES: 07/10/2018 JOB DESCRIPTION: Residential Re -roof to install GAF Armorshield II asphalt shingles - 26 sq. *** CONTACTS *** OWNER (720)940-4555 RICHARDS KRISTA M SUB (303)757-5555 Brian Cung 100121 Rocky Mountain Roofing & Rest. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,682.00 FEES Total Valuation 0.00 �. Use Tax 140.32 s_ r Permit Fee 156.75 Misc. Fee 25.00 ** TOTAL ** 322.07 *** 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, 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 le ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of O ER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the 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 changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The 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 e . applicable codny 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. City of Wheat Ridge Residential Roofing PERMIT - 201703625 PERMIT NO: 201703625 ISSUED: 07/10/2017 JOB ADDRESS: 3185 Kendall ST EXPIRES: 07/10/2018 JOB DESCRIPTION: Residential Re -roof to install GAF Armorshield II asphalt shingles - 26 sq. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of O ER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the 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 changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The 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 e . applicable codny 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. City of Wheat Ridge Residential Roofing PERMIT - 201702791 PERMIT NO: 201702791 ISSUED: 06/28/2017 JOB ADDRESS: 3195 Kendall ST EXPIRES: 06/28/2018 JOB DESCRIPTION: Remove and replace comp shingle with GAF Armorshield II 32 squares house roof pitch 6/12 *** CONTACTS *** OWNER (303)232-0679 BELLIO FRANCES SUB (303)757-5555 Brian Cung 100121 Rocky Mountain Roofing & Rest. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,224.00 FEES Total Valuation 0.00 Use Tax 172.70 Permit Fee 188.45 Misc. Fee 25.00 ** TOTAL ** 386.15 *** 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 A=t -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 manufacturera€—s 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's technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential hoofing PERMIT - 201702791 PERMIT NO: 201702791 ISSUED: 06/28/2017 JOB ADDRESS: 3195 Kendall ST EXPIRES: 06/28/2018 JOB DESCRIPTION: Remove and replace comp shingle with GAF Armorshield II 32 squares house roof pitch 6/12 *** CONTACTS *** OWNER (303)232-0679 BELLIO FRANCES SUB (303)757-5555 Brian Cung 100121 Rocky Mountain Roofing & Rest. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,224.00 FEES Total Valuation 0.00 Use Tax 172.70 Permit Fee 188.45 ** TOTAL ** 361.15 *** COMMENTS *** 1c *** 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 k/2 -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&4Frms 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's 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 fina": inspection. City of Wheat Ridge Residential Roofing PERMIT - 201702791 PERMIT NO: 201702791 ISSUED: 06/28/2017 JOE ADDRESS: 3195 Kendall ST EXPIRES: 06/28/2018 JOB DESCRIPTION: Remove and replace comp shingle with GAF Armorshield II 32 squares house roof pitch 6/12 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications. appltca lse building codes, and all applicable municipal codes, policies and procedures, and that [ am the legal owner or have been authorizcd by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be pertbirmed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of WNEIf or ( NTkACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an val of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval 'ofwork is s ject to fyeld 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. How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number 3195 Kendall St. Frances Bellio 303-232-0679 Property Owner Email Field not completed. Address Antoinette Kulick From: no-reply@ci.wheatridge.co.us Sent: Friday, June 16, 2017 1:S7 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed G contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your r contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. Permits are currently being processed within 3-5 business days, subject to change based on volume. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number 3195 Kendall St. Frances Bellio 303-232-0679 Property Owner Email Field not completed. Address Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number Rocky Mountain Roofing & Restoration 100121 720-490-5747 Contractor Email Address edith@rkymtnroofing.com (permit pick-up instructions will be sent to this email) Retype Contractor Email edith@rkymtnroofing.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing remove & replace comp. shingle with GAF Armorshield ii Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 32 material selected above? Does any portion of the property include a flat roof? If yes, how many squares on the flat roof? M Field not completed. TOTAL SQUARES of all 32 roofing material for this project Provide additional detail House roof pitch 6/12 here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 00 value or cost of ALL'Z�iZ— materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Brian Cung Email not displaying correctly? View it in your browser. 3 ROCKY MQ :sajou apls (liom jo uoilduasap pue ssaappy) sasnuoq �aom apls (s)ssa.ippy paNaom sinoq Aepsanl (s) ssaappy pa)aom sanoy AepuoN — (s) ssaappy pay jom sanoy Aepinjes — (s)ssa.ippy paNaom s,inoy Aepla3 s)ssaappy pa�aom sanoy Aeps.inyl nays 10 10a/N 6£Z08 0D `aanuaa AeM Aeld ie3 £6Sb :ssaappy eaifow JDZDI13 :aolaealuoD juapuadapul ale(] a:)lonul --�) " 4 i CITY OF WHEAT RIDGE k-- Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �1 Job Address: K dl q Permit Number: ? 017 113 (,, ' S' ..l r ❑ No one available for inspection: Time AM/* e -Inspection required: (Ye No .When corrections have been made, call for re -inspection at 303-234-5933 Date:7f �uJ/7 Inspector: DO NOT REMOVE THIS NOTICE 51 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: -3 Permit Number: U 1 -7 y !a ❑ No one available for inspection: Time) � AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: a �' �� Inspector: DO NOT REMOV THIS NOTICE CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: M I n Job Address: to 6) A i I 9 Permit Number: a 9 I ') 6 d ie u -1 -y XV ❑ No one available for inspection: Time/ AM/PM Re -Inspection required: Yes No When corrections have been made, call for re-mjs ection at 303-234-5933 -.-- Date: "7` 3 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: Job Address: �T 1 �L(,,.J0A (,( (-i Permit Number: �y�"� :?G � J'Oq I^A119 onj P2 o w Djor ❑ No one available for inspection: Time '. M M Re -Inspection required: Yes o _y.: _ C4 * When corrections have been made, call for re -inspection at 303-234-5933 Date: -121 z r) Inspector: P42�A DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE f Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION/ NOTICE Inspection Type: o Job Address: 1 C Permit Number: 70)'-) O2__)!1/ ❑ No one available for inspection: Time--/ . ;Q A YPM Re -Inspection required: YesNo � S" CD& When corrections have been made, call fywr re -inspection at 303-234-5933 Date: Inspector: (dW71/ DO NOT REMOVE THIS NOTICE 1z I 4 City of Wheat Ridge Residential Roofing PERMIT - 201703625 PERMIT NO: 201703625 ISSUED: 07/10/2017 JOB ADDRESS: 3185 Kendall ST EXPIRES: 07/10/2018 JOB DESCRIPTION: Residential Re -roof to install GAF Armorshield II asphalt shingles - 26 sq. *** CONTACTS *** OWNER (720)940-4555 RICHARDS KRISTA M SUB (303)757-5555 Brian Cung 100121 Rocky Mountain Roofing & Rest. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,682.00 FEES Total Valuation 0.00 Use Tax 140.32 Permit Fee 156.75----- ** TOTAL ** 297.07 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge Residential Roofing PERMIT - 201703625 PERMIT NO: 201703625 ISSUED: 07/10/2017 JOB ADDRESS: 3185 Kendall ST EXPIRES: 07/10/2018 JOB DESCRIPTION: Residential Re -roof to install GAF Armorshield II asphalt shingles - 26 sq. I, by m signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I dm legally authorized to include all entities named within this document as parties to the work to be perfbm- ed` d that all work to performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOK (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regarg, and dless of activity. Requests for extension must be made in writin received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Bwlding 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 Budding Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicable code 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 From: no-reply@ci.wheatridge.co.us Sent: Tuesday, June 27, 2017 3:07 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 `/("xP�� 71/1/17 � �� residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number 3185 Kendall St. Krista Richards 720-940-4555 Cnb S C Property Owner Email Field not completed. Address Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number Rocky Mountain Roofing & Restoration 100121 720-490-5747 Contractor Email Address edith@rkymtnroofing.com Retype Contractor Email edith@rkymtnroofing.com Address DESCRIPTION OF WORK Are you re -decking the No / roof? Description of Roofing remove & replace comp. shingle with GAF Armorshield ii Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 26 material selected above? Does any portion of the property include a flat roof? If yes, how many squares on the flat roof? No / Field not completed. 2 TOTAL SQUARES of all 26 roofing material for this project Provide additional detail House roof pitch 6/12 here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract -,6gQB-@6 value or cost of ALL materials and labor)% SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Brian Cung Email not displaying correctly? View it in your browser. 3 07/08/2013 08:37 SM I PAGE 01 0611112012 07;00 #231 P.0 C C payment� UsO credit card listed 61) file.: Print name' Si M i , I ~ t [ I l r COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: ::~ 18'5 Vl2.N[}ALL-.sr. , , , .' I I , , , l t I l t f I , [ \ f i f I i PRO\.i;D~ t.VIbf.JJt{.. of APPR"'VAL~ FoR- (l\i-s-,crJS AtJb RoU(,tl FR.AME. r i>hPU TIO,j. t-\o 6'6-.\I\)'",R",-'i 0'.] LA(l.D- (APb INLIc.Aif.~ NO l/-J<'P",C TloN') L:>orJE;. f'NAl.- T...ISPi.O,o,.J Ai.,Pt~Ah 10 f?6 ol{.d 'bU.1 NfL) \JE.J~: flu", 0,..) F"K i1 fjo'lE... PR,or>- 10 F, I-.If\ L. A r,p((vVAL-, :?o) b'3o 2-'?u" c..HER'IL 'AU Cho<' r-YJ ? 8 When corrections have been made, call for re-inspection at 303-234-5933. Date: 1.1:'-7 \O\~ I tAJ ;~~ iVf v Inspector DO NOT REMOVE THIS NOTICE I I 1 __, _Cn" J ",' _..~_m~_"""""__ __ ..___._ .--..-'..--.-..'.-.-..- -'. -.-.-.--"-......,---.....-.-. --'-., _._~ _... .~.~_.---._.......- Certificate of Completion AND / OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORADO 80033 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUILDING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEA TRIDGE FOR THE FOLLOWING PURPOSE. PERMIT # 16705 Patio Cover OWNER: Sheri Gallegos ADDRESS: 3185 Kendall Street PROPERTY ADDRESS: 3185 Kendall Street. Wheat Ridge. CO 80033 CONTRACTOR: Colorado Home Improvement Co. ZONING ADMINISTRATOR DATE 2/2712004 CHIEF BUILDING OFFICIAL Description: INSTALL A 10X22 WOOD PATIO COVER. (4) POSTS ON SLAB WI 8" X 36" PIERS UNDER SLAB. 3/8 AC PLYWOOD CEILING. , \\#f 7 0}f..d'ot ~~. b~ \I' CO\o u Building Permit Number: 16705 Address: 3185 KENDALL ST Inspection List Number I Type II Date II Approval I Remarks 42932 RF (GATE OPEN-NO DOGS) 2/24/2004 ok/eei 42963 CAISSONS is.GATE I NO DOG: 2/26/2004 okleei 4 each 42970 FB 2/27/2004 ok/eei fb iliIt!Io 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: 16705 Date: 2/3/2004 Property Owner: SHERI GALLAGOS Property Address: 3185 KENDALL ST Contractor License No. : 21777 Company: Colorado Home Imp. Co. Phone: 650-2926 Phone: 465-4845 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 responsibil' y for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Whe RiQge ordinan ,for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATEc>J/tJ/t11 Total: $4,000.00 $126.50 $0.00 $48.00 $174.50 Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: Description: INSTALL A 10X22 WOOD PATIO COVER. (4) POSTS ON SLAB WI 8" X 36" PIERS UNDER SLAB. 3/8 AC PLYWOOD CEILING. BUILDING DEPARTMENT USE ONLY z<lllllr9 ~eIJW Approval: TRC Zoning: R-2 .Ii!in_mmlll: Approval: OM p. lII!acoJl1lllilltsJi Approval: Occupancy: SIC: Sq. Ft.: 30 JAN 04. OK. Walls: Roof: ""ote~ \ l'to-pett'i y\ealle "\,\e foT \oeat n;'fI\1, to \\1< ot \s fes~o1\S\ cn1entS accor "~anda1"ds. 1/30/04. eT I cOnuact 'ng ifl\\'to' . "\ol',,,enb [ "",',\or ~ o",\fIle\' ite<l <Ie' 0 ate IT' 0 . \\neS and ~ n\at\ and '{C~~)\-: lut: ~,naccur . co,~:~-.n\'.':" ,.,_1n nt'l'rOve r e",~)ons\'- '. _,' ,',_nO :\n). '.. _,' \_ i ar~ 'sf\otr -I, ".) ,...' - ",,'" ..rnt C\t'Y \.1 ,;'\"'>\\1. ',~\C '~)''''''' ", '~.' . I "leU ';0.,'.' (. ,-'-)1 \:',- ,.-\-."!1"\l,L \\'\'1,1 ,\I . - - ,~_ ,..:5.U ,c,; Stories: .." Residential Units: OK PER REOLlNES. Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City (2) This permit shall expire if (A) the work authorized is not commenced within sixty (50) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days (3) If this pennit expires, a new permit may be acquired for a fee of one.half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit (4) No work of any manner shaH be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The. uance of a rmit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any vioiation of the isi n~ Iding codes or any other ordinance, law, rule or regulation. Inspector Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) . APPLlCtTION SHu.:z= & /l-U-A<;aS .3 /~.s K"WON.I- st- < 01/77'1 t!.atoPJfIJt1.. 'c; Building Permit Number: Date: Property Owner: Property Address: Contractor License No.: Company: Phone: .303-1.t?50-02?~ ~ 7M~-lb Phone: 3os-'9b5-1-~ OWNER/CONTRACTOR SIGNATIIRE OF UNDERSTANDING AND AGREEl\1ENT ..a~ a:J Construction Value:$ /"'''-- Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, roles or regulations of the City of Wheat Ridge or covenants, easements orrestrictions of record; thatall 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 fulI responsibility for compliance with the Wheat Ridge Building Code (V.B.C) and all other applica Ie Wheat Ridge Ordinances, for work under this l:'enni t (OWNER){CoNlRACTOR) SIGNED DESCRIPTION:L. . . rpsf7'IC-L k tuiHl ~ 'YoSt," Plees, /O.JC 2..2 0~ t:-{/J~ St-H/$_ ;#0 t!cvee_ ("~~[rs ~ ~t+I3. ~,IIe /1~u..!JtJdJ ~(,Li.l:t. . BUILDING DEPARTMENT USE ONLY ZONING COMMENTS: 30 ~ ot Approval: @~ Zoning: \2; z... . SIC: Sq.Ft. : BUILDING COMMENTS: O~ t/)c.r' (2-e..e.I;~ Approval: r . J.. '?5 .(tcJ..~<tk ,\rt,.;>\ 1(36(01- ~ PUBLIC WORKS COMMENTS: Approval: Occupancy: WaIls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This pcnnit was issued in accordance with the provisions set forth in your application and is subject to the laws oithe State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances oftbe City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this pemrit expires. a new pem1it may be acquired for a fee of one.hal!the amount nonnally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandOIJJD.cnt has Dot exceeded one (1) year. If changes have been orif suspension onb.andomnent exceeds one (1) year,:full fees shall be paid for a new permit (4) No worlc. of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contra.ctorshallnotify the Building Inspectortwenty-four(24)hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases ofllie job. (6) The issuance of a permit or the approval of drawings and specifications shall Dotbe construed to be apennit for, nor an approval of, any violation oillie provisions oithe building codes or any other ordinance, law, role or regulation. CillefZ;Z~ Colorado's Home Improvement Co. r----------- I i I I I I I I i , I I ! , ""t II Jf,f,t.L r 31'15 ~d ' .i.-.~ iP1~~ '---T --..-- J I , II ~ 111L911 ; I i I vi ~i \1 I i 1- ?I'SO ~ ~~C'o.Iib~'" 303-465-4845 . Fay: 303-404-0371 3/g5 ~,..,t1tt'-L. 231 ---_.~-,-" - ...,.- -._-. '.. . - - ~--"-----.,,--- <;\ M::> .~\-'f\ ~~J ~~D~ ~#'~~~ " \r;- ~ I -f E\ec.+ S:.ry !c."'" .p~ C,osses. ~~ ^ -, 52./ )I ,...,-cG<-- Prou;&>- G>-O m ,0-), c k vrCJY\ D- ~ ~o--P ~. I I I I l I I I .. .,1 t: I "tsl w I j 'OJ ~! " I Provement Co. d 's Home m Colora 0 1="___.. 9/,po rwuun- ~ ~~ (b- iOZ"c> 303-428-4954 . Fax: 303-404-0371 ~~ ~~ ~x ~ f ~.p ~'t-l ~~ =< ~.J- -.J....... \P -.: "" if,) ~ ~ U\r\ ~~(\IJ \.i 0~~ <l ~" I-+-:.t:. 'J\ '1')1-'> _. ~ , ~ ..;; ~- ~ ~ ~ Il-l~ ~ '':/===t'f ~ \. ~ i ij'! J '0\ :j I / \,/ " \ ~<- ! " 'i. ./ ~.-............- i _ \>0_ ,)"'-~* ~, 0- '~;;.. 2.~ -<-- \ . \1\ '~ .......,.. J\ '>'", <::l ~<::.. -,..:\ \' ~ - 't\ --:::. ~ "-:::l .f} ~ ".l W'" - <TV- '<. -, 'T~ \ 'T- -~~--}-:_::- ....- 8~. ><. :. If::> \ ~I I i I I i ~ " ! , I ! I i I I I , i~l I V1i I ~ ":1. ~. .Ii} ~j i ~ 5::: I ~ ,. .....< / o""-C Q. 1 I,A. Vi J ~::. ~ i <;;::,_ -J!::i~'-.. _ ,"I'~'"""I' ri""<'Q., I ~J \\, ':::." / I !/ \JI .1: \) / :!~! ;1 i if I /:' ,'i J} if // ~ Ii 1/ ~ f !" ,1 1 I, ,. I i/' f! '/ , I l/L . j -I: 2 't , ; 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: 15644 Date: 6/4/2003 Property Owner: ROBERT & SUE DAGG Property Address: 3195 KENDALL ST Contractor License No. : Company: Phone: 445-1913 Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT (OWNER)(CONTRACTOR) SIGNED DATE Total: $2,754.00 $108.30 $0.00 $55.08 $163.38 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; t t all measurements shown, and allegations made are accurate; that I have read and a ree to ide by all conditions printed on this application, and that I assume full rasponsi mpliance with the Wheat Ridge Buil Code (U.B.C.) and all other applicable Wh rdinances, for work under this p m'. '!I 3 Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: Description: 16'6" X 30' DECK WITH 1 X 30' COVERED ROOF. BUILDING DEPARTMENT USE ONLY ZoningCommltlll,,~ Approval: MP Zoning: R-2 Building comt!iAnts; Approval: BG Public Wq~~~l~9mme(lt~:! Approval: Occupancy: Walls: SIC: Sq. Ft.: OK. 5/28/03 Pkns.:: ~;G~i,:: Owner/contractor is rt:<;;:;;"'.1-,I'rjlC "I'r' -, ,~_~ r ',- , ",. ."" nrepert. tnes and constructing improvunems ;~C..>), ~;';:lg to lh~ =;;:Ved plan and required development standard's - rI1balty is ~t ~sponsible for inaccurate infonnatio~ -:~~~~~.any CODStruction -Infonnalion. 6/2/03. OK. Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and 10 the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shaH notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The. su ~ce 0' a R iI or the approval of drawings and spedfications shall nol be constroed to be a permil for, nor an approval 0', any violation of the Isi s . ing codes or any other ordinance, law, rule or regulation. , ~". (1) (2) (3) Inspector ~'''H['r", " , ~ '" - 'Q '-' ~ C'O.l.OR,.,P COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) A.PPLICATION K'P€><X"f 8..- 5L,;;- J)A G4' 31q 5 k'~...j)IlL-L 5. WHCITT R'DX-i ('0 8<1>214 Property Owner: Property Address: Contractor License No.: Company: Building Pennit Number: Date: Phone: 31$ '$ t./lJ.S jql3 Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that j assume full responsibility fOT compliance with the Wheat Ridge Building Code (U.B.C) and all other a licable eat Ridge Ordinances, fOf work under this pennit (OWNERXC0?fffiA.CfoR): SIGNED DATE <;~7/r)3 DESCRIPTION: I~' 6 ~ <3cfl frck !r.j If( /2J< 301 {'oooJ .ocl BUILDING DEPARTMENT USE ONLY ZONING COMMENTS: ..0 51.<< ~ Approval:t?~ tfT Ii- "j' Zoning: R-.1 BUILDING COMMENTS: I~ ,,!,~""t. 6 ;- Approval: (7-1:.. ,,1,,/tJ./ f>-. PUBUC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Electrical License No: Company: Plumbing License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: Construction Value:$ 2154.<:bW Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ SIC: Residential Units: Mechanical License No: Company: (1) ThiS permit was issued in aa:ordaDcc: with !be pnwisioDs Kl forth in )'OW' app1icatiOll. aDd is subject 10 the laws of the State of Colorado aDd 10 the Zoning Regulations and BuiJdiD& Codes of Wheat Ridge. ColoRdo or any other Ipplicable ontinaDces of the City. (2) This permit shall expire if(A) the work authorized is not commeoced v..o:ithio sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If1bis permit api:res, a new pennit may be acquimt for I fee of one-half the amount normaIly ~ provided DO changes have heeD or will be made in theoripw plans andspccifications and Ill)' suspension orabaDdonmentbas nol excccdedone (1) year. If changes have been orifsuspensioIl or abandonment exceeds ODe (I) year. fun fees shall be paid for. new permit (4) No won 0( allY nwmer shaD be daDe 1bat will cbaDge dtc natural flow of WltI::r causing . draina&e problem. (5) Contractor shall DOtify the Bwlcfuaa Inspectcr twulty- four (24) hours in advance for all inspections and shaD receive writteJ:l approval on insp<<tiOD earo bef~ proccedin& wid!. successive pba$es of the job. (6) The issuance of. permit or the approval of drawings and specifications shall DOt be construed to be I permit for, OOT &II approval oc. any violation oftbe 4:~:=~--~-'- 6/97 Building Guide Colorado Chapter of the International Conference of Building Officials How to Use this Guide At least three completed documents must be provided to apply for a building permit: 1 Complete this Building Guide by filling in the blanks on page two, and indicating which construction details will be used. 2 Provide a Aoor Plan (site plan) showing dimensions of your project or addition and its relationship to existing buildings or structures on the property and the distance to existing property lines. 3 All out a building permit application. The majority of permit applications are processed with little delay. The submitted documents will help determine if the project is in compliance with building safety codes, zoning ordinances and other applicable laws. The Colorado Chapter of the International Conference of Building Offidais is a professional organization seeking to promote the public health, safety and welfare relative to building construction. We appredate your feedback and suggestions. To obtain a master copy of this Building Guide, please write to Colorado Chapter of the International Conference of Building Offidals, P.O. Box 961, Arvada, CO 80001. This handout was davaloped by the Colorado Chapter of the International Conference of Building Officials as a basic plan submittal under the 1994 Uniform Codes. It is not intended to cover all circumstances. Check with your Building Department for additional requirements. .'~-.. / ,#:; , j~~ ~ ~ \;.7 ~ ;;.-~' City of Wheat Ridge Building Division 7500 W. 29th Avenue Wheat Ridge, CO 80215 (303)-235-2855 1 6/97 , Single Family Residential Patio Covers & Carports ~.. 1, Fill in the blanks with dimensions and materials which 3,Q5 Ke I"j2l!t.L ;S,.- will be used to build the structure. Please print legibly. - T f? IDGC Cv 9nS?/4 2. Indicate in the check boxes which details from page 3 will be used. Please note if any of the sides of your carport addition are closer than 3'-0" to the property line, that side of the carport must be enclosed with a solid 1 hour fire rated wall as shown in Alternate Details Band C. You must however, keep at least two sides of the carport open to conform to the building code requirements. A zoning variance may be required_ DIrections 12 pitch I ~ Underlayment ?(zS Fu.r (example: 2/ayers 15# felt) Roof coveringkhiledll(QI :$j'1( (example: Class A 3 tab shingles) Sheathing ~iI os[, (e ample: 1~' exterior plywood) Patio Section 2xjLrafters spacedA" O.c. (example: 2 x 8 rafters spaced 24' D.C.) , . . .... : Overhang I I . ~ ........ ..... I .....1 (2L2_"x~"beam (example: (2) 2'xlO") ................ .. .... Delell B o Alternate B (see pege 3) . o ... .0 .. ......... Existing building Span---1.L..- (example: 10'.3') Slope Siding Maximum rise 8' at door ! J (for Alternate B only) Concrete Slab ~"x~"posts (_:4"x4') spaced /0 apart (example: 6) Minimum Diameter Pier 8' .. 3'~O" : minimum _ f----.L Footing _"x_" (tor Alternate C only) This handout was developed by the Colorado Chapter of the Intemational Conference of Building Officials as a basic plan submittal under the 1994 Uniform Codes. It is nol intended to cover all circumstances. Check with your Building Department tor additional requirements. 2 6/97 Single Family Residential Patio Covers &: Carports Alternate Detail A / Existing roof rafters or trusses . ..~...G..a...lv.. a nized metal joist or rafter hangers , Extend underlaymen, from ,.' new roof a minimum of 1 e" . ..... .. ... I.~ onto existing roof I Lap underlayment a minimum of 18" under existing roofing fe~s r Solid 2x I blocking \ \ \ , Cont. 2x ledger Remove existing fascia / Secure to wall wllh 4'11" x 318" bolts @ 16' O.C. Locate bolls to penetrate top plate or studs Note: Remove brick veneer or siding at top of wall before installing continuous 2x ledger :, " ~ . I \ , ~ Existing Roof Cont. 2x6 secured to existing roof w/4'I1'x318'lag bo~s at each rafter or truss Solid 2x blocking Alternate Detail B - One Hour Wall Exterior siding Solid 2x blocking) 2x cedar or redwood facia I I ~ ~ L 5/B" exterior gypsum board soffit Galvanized metal posllbeam connector 5/B" type "X' exterior gypsum sheathing Galvanized metal posllbeam connector I nfill between posts wi 2x4's @ 16" O.C. Alternate Detail C - One lIour Wall S" minimum diameter concrete caisson ~ Galvanized column base wi 1" spacer to concrete Bottom plate shall be treated wood or Foundation redwood Infill between posts w/2x4's@16"O.C. Minimum31/2") I." concrete slab ~ Minimum 31/2") 11" concrete slab -'- Galvanized column base w/1" spacer to concrete 3'.0. minimum ~ Tie slab to foundation wi 2'-0. x 2'-0" #4 bent rebar I_ 8- II Check local building department for swelling soils. caissons may be required. I 3'-0. minimum -.L l!ooting II I- This handout was dewIoped by the CoI01a<Io Chap!.. "'the 1_ Conference of Building Officials as a basic plan submtttal under the 1994 Uniform Codes. It is not intended to cover all circumstances. Check with your Building Department for additional requirements. 3 /-\F~\; /\[}i\ CCJ !VHlfl;J i ~J}i! : UICJlCCt will cost S~nr:14 ,j'} :'(;b;,~r-;('; ")i~_Ch nc< i\(): 'f:C):'A)(\ I 1'-' :"---~ F:--~~- " ... ._.__._._ow.___.'__._. -' , -1~ 0111 ';\'j\i'c..:V', elf\ 1"' :':~!\/ AF';;V/\[J/.\ C;C) HOOft? /Y:) dSn ,H}ih1 \ U'! 1 C; ?('IO> It' l!liJtehJis 10: nOli:, will (:Ob!. S;.:l~)4 4:\ \~()eF:F\T [)f\()(~ C)FCK U:)~:()U ,snr)(}!: i_d',"" -, I , , I , ! I I I I I I I I I I I , I , , , I i I i I I I I I I I I I a I I I n_ I -,---- I I I I ~ Hi '-ie) .\HV/\[)t\.. (;() dCl(l()t:: i)\:C\ 'Nlil et>:::t $:2/:;4.1-3 ;<()BE~,:T)/\( . '~)i:C!( iJ5>'iy'; 1 P(\::'\iJd [):inC:i ,; \(I~:.!C)' i i I ! ! I ! ! I I ! I I : , i i I , I i i I I i I , I I I I I i I I , I I I , I I I I I I I I., I I I ~ I ~ ,., I The' Home Depot # 1502 5215 WADSWORTH BLVD, ARVADA, CO 80002 (303) 456-4000 Mon May 26 09:54:19 2003 The materials for this project will cost $2754.43 ROBERT DAGG DECK 052603 180508 Post Layout for Deck 1 o M 16' (in 16' 6" 8' 1" . . . . . .s I 111 , ~ '" <i" IX> . . . 4" . . - - - BasePoint "' N '" M r- ~ N N The Home Depot # 1502 5215 WADSWORTH BLVD, ARVADA, CO 80002 (303) 456-4000 Mon May 26 09:54:36 2003 ROBERT DAGG DECK 052603 180508 Construction Specifications deck 1: Construction Method = Beam Flush With Joist Footing Type = Pier In-Ground Live Load = 60 Dead Load = 10 Decking Spacing = 0 1/8" Joist Spacing = 16" Beam Spacing = 99" Post Spacing = 88 5/8" Decking = 5/4X6 Fiberon Slate Composite Decking Beams = 2X8 040 Treated Southern Pine NO.1 Joists = 2X6 040 Treated Southern Pine NO.1 Posts = 4X4 040 Treated Southern Pine NO.2 Deck Height = 20" Diagonal Bracing = No Deck Skirt = No Joist Overhang = 0" Beam Overhang = 0" Decking Deflection Factor = 360 Joist Deflection Factor = 360 Beam Deflection Factor = 360 Pref Decking Size = Pref Joist Size = NONE Pref Beam Size = NONE Pref Post Size = NONE Railing 1: Railing Height = 36" Baluster Spacing = 3 3/4" Stair 1: Step Width = 48" Step Height = 20" Step Rise = 6 1/4" Step Run = 11" Stringers = 2X12 Treated Hem-Fir NO.2 Risers = 5/4X6 Treated Premium Southern Pine Standard Treads = 5/4X6 Treated Premium Southern Pine Standard Railing 4: Railing Height = 36" Baluster Spacing = 3 3/4" Railing 5: Railing Height = 36" Baiuster Spacing = 3 3/4" Railing 3: Railing Height = 36" Baluster Spacing = 3 3/4" Railing 2: )> 0.. ~. o ::J ::J CO o C -0 CD >< Existing Structure - Duplex Proposed Deck Site Plan for: Sue and Robert Dagg 3195 Kendall Street Wheat Ridge, CO 80214 ph: 303445 1913 (f) c: CD "T1 CD ::J o CD ---J f I I I I I I I I I I I I I V I I I I I I V ^ I I ------------------------~--:>I<:---------- I I ^ ^ I I I I I I I (0 (0 ..- b, 2' x ~ ie: width of the deck and 12' extended from house (]) ::J C (]) ~ -0 C N (") I (]) U C (]) LL (]) -0 (f) 30' o ..- I I I I V 32' .. ~ <: -:> 64' Back Fence <: DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: 10600 Date: 6/1/2000 Property Owner : Property Address: 3185 KENDALL STREET Contractor License No. : 19804 Company: Elcar Fence & Supply Co. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 589-1613 Phone: 755-5211 I hereby certify that the setback distances proposed by this pannit 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 ee to abide by all conditions printed on this application, and that I assume full res 51 lity for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicabl at Ridge or~"ances Ifor~~ under this perm~. (OWNER)(CONTRACTOR) SIGNE {/, ~ATE &- ( 'f- <:\::l Total: $3,137.00 $97.25 $0.00 $47.06 $144.30 Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: Description : Install 112' of 6' solid cedar fence and gate BUILDING DEPARTMENT USE ONLY SIC: Sq. Fl. : Approval: Occupancy: Walls: Complies with fence regulations Own Please Note' er I contractor is respo 'bl . lines and conslructin' nSI e for locating property approved plan and r~d~~:~~cme,nts according to the The City is not responsible II ~ve opmen! standards, submitted within 'h I or .nacCurate Information l e p.an set and a ,. . :":"ors rc'su!t,'ng fir '. n} constructW!1 ~ om mai"'ur"tn ~ ~. .. ~... ~"- m~ormJUon Stories: Residential Units: Roof: 5/31100 Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date : Approval : !~l (6) This permit was issued in accordance with the provisions set forth in yopur application and is SUbject to the laws of the State of Colorado and to the Zoning Regulations and Buildinj;l Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire If (A) the work authonzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. - Contractor shall notify the Building Insfector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases 0 the/"Ob. The issuance of r:;~Proval 0 draW.in9s and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building e /llA oroinance, law, rule or regUlation. Chief BUI Cling Inspe (1) (2) (3) DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 APPL\C"TJO N Property Owner: 1301.5 i!:-A-(l1b.~6{) flg~ (<,~~l'IL'-5"r_ I Cf<6tJt.j Company: E Le/'ld.. F~w CO. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Property Address: Contractor License No. : Phone: ~?i-1- I (;,/3 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 applicatlon. and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable idge ordinan 5, for work under this permit. Phone: 7<;,--;-- '>2-1/ Construction Vaiue: 3/ "3 7 ::::= Permit Fee: Use Tax: Description: JNSJ1'r,-<- I {'2.' ~ 9ou'v (fe;p~ ~Cc:r r r;.4TlI: Total: (OWNER)(CONTRACTOR) SIGNED DATE >-3'0- CC! Use: ~On!l19,o\.Opmments:i Approval: 11\t ~ Zoning: R.~ ~!i.i!gll.!~O.!J.l!IJ-e'A2 Approval: . t BUILDING DEPARTMENT USE ONLY Qcfl\~ Uj! ~fDL GSl~'S. SIC: 'i:t q. Ft.: J;.. Rt.Ct.Nt.D ~p..'( "3 0 ?l\N\ Approval: Occupancy: ...... N... Owner I contraclor Is respcmsiblo.fbrlc .'''.. ~l) Ones and constructing Improvements aceonJing 10 Il1o approved plan and reqUired development standards. The City is not responsible for inaccurate infonnatlon submitted within the plan set and any construction errors resullilllbt~m inaccurateSMllI8".'ion. t:,UD~I9;itlPJ..~~~~'I~~!'~ Walls: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date : Approval: Expiration Date: Approval: (1) (2) (3) TIus permit was iSsued in accordance with tr'le pmviaicns set forth in yopur application and is subject to the laws of tne State of ColOra~o and to the A:oning Regulations and Butlding Code of YJheat Rklge. Colorado or any other applicable ominllnces of tI'le City. This permit shall expire if (A) the wol1l; ilutl'Ionzed IS not commenced within sIXty (80) days from issue date or (8) the building authorized is suspended or abandoned for a penod of 120 days. If tnlS permit expIres, a ,new pennt may be acquired for a fee of one-half tne amount normally reQuired, provided no changes have been or will be made in the angInal plans and specifications ana any suspension or lbandonment has not exceeded one (1) year. If Changes are made or if suspension or abandonment exceeds one (1) year. flJll tees Shall be paid for a new pennit. No WOr1( of any manner shall be done that will ct'lange tt'le natural now of 'MIter causing a drainage problem. Contractor shill notify the Building Inspector twenty.rour (24) hours in advance for 811 inspections and shall receive written approval on inspeetiOn cant before proeeediing wiU'l successive phases ot the job. i The issuance of II it or the approval of drawings and specifi.cations shall not be construed to be a permit for, nor an approval of, any violation or Ihe prtlv!SiQnS of the building any other ordinance, law, Me or regulation. (4) (5) (6) Chief Building In ector .-- COLORADO EHGINEERI~G & SURVEYING INC. 2000-1530 la. ( ZARLENGO) SCAlE '". -ZO' 3411 So. Sharman It, 9ulla I . Englawood, Colorado SlllI . 761,8055 Surveying Colorado Since 1972 . FAX: 767-0841 ..-r-/-'O{/^'/~ ~ p.~/c,"",' Post.iF Fax Note 7611 ~~/1>'A-A...N'4.)' Col[)"PI.fI/~r~ PhG~e'J .3oJ: J 71>- .f)./J rB'" ;!o).~ 7rr-~>/~ 0",.. ,"-IO~o{) :ag~.. I ~_Bob_tarleugO Co 'nes CoftdoG&Zar1eD&O I'h<>n('~(l3) 421-4115 Fa. n U..l}..4.~Q.'3621 p:-'v€ , 1 ~ "l :\ ~ I , ~ ,~ G ' , ," , ~I~ 0' ., J ", " ~ -' , I ~ :'1 ~ 'I I ,.cA72r 0'" ~r /7 ~ <l ~-&' ~ L u"'>", .;',7~~'i- -, - - -'1 ,\ .,;?",,! --t:::-=-::- _ _ __ "'2 " .4 3r<75 " o ~ 'i fl S . '1 ~,Alt.r ~ ~/' ~! t",.. n ~ 4?'Q.- :t :~ I 1____ ?..:>.,-z>a-y ...::>.7....::"'6 "*';18:;- t'/,;JP~7'" ~~.s'rA.-Vc...noJ 6...,.".A-t!fF " ~ C1AJ~n~ 12 4. fl ~ .>6' F '" --==- ..;. E/I-"SE,utf1Vr- ,N7l. " , ... ,RA"JIt r ~ u.>T" /r.., ~ t:'.......H...-_<f'.;Jr "p.A72.r 0'-- C,,)r/~ .J~ , , ~~ .#$/75' , . (, ~11L.1 P Ctr9 It n.. / 7..07 'fhoot; t>.r~ of L9U 1C anA 11. "..1....... SlIbcl1viai...., .1tull,""" ultlil1f1 ~b.. 11111' ot n..;i"n ;5. ~3a, II."W'oC tbo ",h r.:1., .uet Ol:t.r=e.1 flat:!.c.r :l.Ot<;lI:1t:co ... (:;11~":; : 1I"llIinning ..~ .. point "n t~.. K..~ ~llu ,,( t.<lt U. .:,.1._. SIIWivl,t9n. '.00 t~,H "'""tlltrly <If ~h. Nortllorly Jin. "r add Lo~ 16. tcom 1.'hen.,& tll! ~"nt"r 1" "r ",..id $Ntl"" ~5, TH:. .nw he....~ ".,'10'15'1: II ::lht..nc. of lOO4:.n r....t, chelle"" NOO.OO'OO'W, al"nJ .. Un" 6.00 {II..t SO\ln".~ly IIf and 1'lu;;aU"l ~~~: ~~t 1=~~t~:~lr,;l~:a::e .:~~.~;~ l;~N :l=~:":::O .::" l.~r~~~ ::t~,,~~ ~be .~:.t, Please Note: 11. alcc.tlce of ".01 fllot t" th... int"',,"nction "ith t.bllll_n b....Ci~/contractorisresponsibleforl_t1R_ bct1.'...n l\lt~ and 3195 r:"nd...U utan4..d wenecly ~II ell. lint linll ot e..'~_t.~t ................ 17, tMnu !:U-S"20'E 1I111M ...iot ~O....,n bu.rino lh..' ..not 1u o:un...,,~s and constructing improvements accordin distllGC. of 111.07 feet to tbto EA"t..t.~y 11ft. el :t..~d L..t 11, rb..n". d I . 'ol)'O~'ll'E 110nll the E..'C 1111. o~ LoU 16 and 17. .. duune... oC &f..OJ ~provc p an and requrred developments to ~ft. POln'!: ..f Ilflll'I1l1t1nlJ'. Th C'ty' t 'bI' C"un~Y ..( J..~hr"<)n. e liS no responsl e for anaccurate info ion sU.t.. of COlonll". submitted within the plan set and any constru tl.~n ALSO KNOWN AS 3185 KENDALL ST ~ errors resulting from inaccurate informatio . CflIlSU, "'.CT II 7.. Q I ~~e.~"~"''''.ll.wf_'''''''''''''Pmgo-_..:2Jt TI\Oo"""""U<IlIy._UlllI,......",........."."""..'_r.....--f""llI'..._ . ~...........llNpr_.,.lIII...-'--' /s ....1.' r """'__.._......_""'"''''Y.(I__c;;:;:._l._...__r___1n......-....'''''4'(~'AIoIII,Il'M_ ..,_F_-' "........_U_'IIIOtfleT If"E''1II1 Floodn.._...""....*'-. 2. d. 8/r c-......,;tw'~__.e8 S-o 79 -- 0005 - c ~..=:::.:.~-=-~_.."'...__r.. CENDANT MORTGAGE / ZARLENGO .....~'........_.......,.......-..-I....'""~._"'.r.II..,',..._..,-r.,,_".IIIb_..r_............ (>/'._........~l/.... 1h6lhw....../r...,_...._......1I........_.........-............_.....1: z z: - -Z cJJc..:> ....,."""'I'_-......IfI4l......................II..~...".lM ..._.In.,....._....~~''''''',,,._(>/'.......'''__..._~pr...r....."'''''f'l..I.oJie._._...r_'.....~...-.....or:......."..._ .......""...--......~...".........,..,-............-- ,':0':;;.'.:;;' :.:. " ,.- .. ; 1_""""'...r..._'''''''''''''I''''''.'''._._n__...~_.."......_"....OlJ!'\Ql\\jfl\_1nv.._,_.,..,IhI.__._..........'''...~..;-.,.,ll-lii._II~' bllll'_llN......-"'lIIllfl>V'IfI\lllr.5""'8J~.,_\IIWOD.TlII........,...."'...,""'''_I)'IIt/'l.....,.;.,r,;logn_........"'''''....1rfM1/eoI'I't-.o."............._...... ~1- ,....,,~>':.\ ,. t::::"":,~=;''';....'''=~:''IIIOftl6MlllI_louIIcIeI",.~~,''''''''''''~I,"" ~r#; ...,"f'O".,,_ptIc8ICIIII'Ml.05CIl\~_p.lblUnl.....lIIlllllnlplo<ratnantl"""*'pll"~I.IIIfIII""'l--ClI...1Ilnu.*. A"~5tJl\ooIr Pl.....'p;.ld.......11Hd1l a--.", ",""",,_l-..oln-..-.w-. YNIW_...__"'CO<>r_IO~.!I""'.,....:......,._....,.,-IJyCl!"lII AlI_"""'~.......\inao_.U___.od.......___pl",_.I_........._S\.IeII. no.-.....i.pn;lIoded..-........ar_r_IlC"""""'-.a,r,.,clI.......__.....-""_doetllOl......_ ...."...^H~,...,....._......_..""..<Ir..........-"" TIoO~...REO.I......,'"'_.M......-_ ..,.."""-'-.-........~......._"'-...-".,..,.,.-..,., 98-7650 " " c...r- "ll () 0 a; ;. 0 "'m :Il 0 ::E '" :Il ~G> 0 z c ~ Z <D 0 -i '" )> "ll -i m a. 3 :I: 3r- m :Il :Il ;1; :l: m "'0 :Il )> " -sm ::;! () ::E ::E"!l -i :;: en -i c... 0 (/)(} )> 0 ::T:::TCZl:!: 0 r- e:.!! 0 :Il 0 CIlCD3f.O =. r- ::r 0 [:lj 0 '" !.!.cn~ " ;1; :Il ;;!:IJ~;:l <D """0 m c... <D en ^ a.a:~ ::;; ~ Z Z <z en ro COCOcn 0 G> -'. .. 0 '" ~CD::JQ) n 0 "ll '" '" GJo:JQ.CD' =r e ~. :c ro ::I c:: ~ tr:j 1> 0> :Il 0 W 0- 0.=_(6 0> " "ll '" ...... 0 '< 39:::r~ -'" 0 co ll):::IC!):= ~ <D <D ~~ en <n ,<ClDCD m n C"()O"th ~ 0 ~ ^ 0 68.~S: 0 ro '" - 0 '" '" (')ala.!. c 0- 0- ." ~ ." <D 0- M- e: NC1I::r 0> 3 ...... '" -s 'OO"'Cll " -- ~ e Ci'::I30" - 0 0> N n n "< a. ::5";;:;~ " N () - <D M- e Cl ::J - (") Q 0 =r " ;;- 0 (/) ~. -'OJc9: ::E > " ~ 3 .." M- 0 -::J3:1 =r ~ ;: ~. :;: -S '" ;- C. o-CO <D - ~ .... ~ 0> '" <II =r <D 0 ro c: 0 CD (') "'0 "< )> :. <D c e ro r -~o :Il Q fA :::rQ)::J 8.... tr:j a. 0: Q '" "0 M- all%l::J en 0: ~. <D ~ r ~~ ~. -< Q. ro .g::a.:: '" " '" Q. X n (D CD 0 c: g> 0 [ ;;- :;: ~~::J~ () ill:!: iil '" ::E a; -CD"O CZl 2,.:Tm ~ ." =r al a..... Co 0)>> 0- <D <D 0- W a. 00> 0 ~ :. ...... . Qi""O::J 0; ~ -I Q ,,<Da. a." :zI 0 :De; ...... 0.:::'0 o c _ 0: :::I ..... c"< - "'<D C ",,,, )> ",a.- 8 Q n !" ;;. :c " <D<D=r :E: " ",<D ~ m n :;: -< :Il 0> 0 C ::J::::"tn 0 m Cog-CD c::: =. .". en 0> en a. a.'" <D _ "'C "!l w < 0- 0 Q" ...... !.CD"C OJ 0-0 > ."0,,, " ~ <n 3~ & Q. '" Z <i' n "" ~ c. 0 ^ _0_ 0 <D ::r w _<D :;: 0> n 0> 0>'" iD " '" ...... " 0 <D a. 0;: "'0 0- ~ 0> ^ <n o3=. - " -." - <D ^ _-a. " n ro :::r'< :;- 0 '" <D"", 0- (');::;!>> '" ;:;:::r::J CO "<_a. 0 ~ o::ro .". _<D_ \ 0 (/) -\) W M- -S --S) ro ro M- Date: I;} ~ ~jlq . , A Certificate of Occupancy or Completion has been requested for: ADDRESS: ,,1 g5 I{fh/'>{t1LII.:r1..h.J-t.:k Pu'pos. of S.",..u,.: .:<ad b~u~ (st h~ .. . hfU) C, (), Building Department Approval: ~dP Remarks: Zoning Approval: c)l~ r9bJJ Remarks: Public Works Approval: &Ua. Remarks: Fire Marshall Approval: (If Applicable) Remarks: Sanitation District Approval; (If Applicable) Remarks: Water District Approval; (If Applicable) Remarks: BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at 3)%.5 ~ndcJll I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: ~) /~/~ ~~rc. J' f-UJ/s;J ./,1r~_ .:%. 4Jj~~ / .!) Clk-Ie elf';"'" I/7/'An-o. VAJ J1'Z-C; f>~r~ - I You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. .... Izluj1Cf ~ ---- I ' Inspector lor Building Dept, DO NOT REMOVE T IS TAG FORM WR6-22 ~4.'~~" ~~~... .. ~, -,,!,-,:~ - - -,...' ,~." .. ,..... .- ,-.,<" ;-.:..-... "''L.~",'''''.\l! .-.~. .-.....J'.it::?.. ~~. ~~:,i4~- ~..- ~~"~_._ _ :~jt- .~~ I'NSPECTlONS WILL NOT ;,e: MADE UNLESS THIS CARo','IS POST::;O ON THE BUILDING SITE 24 HOURS NOTlCE REQUIRED FOR INSPECTIONS - ,-~- ~~..::~~~~~?~;~~ >.;.~~)I'f:~?::~':'- --", ,J. ~ " .' ,'.', ~ WHEATJ!I'IDGE, COLORADO 7500 WEST 29th AVE~E (303) 234-5933 INSPECTION RECORD JOB ADDRESS 3L85/3195 Kendall BUILDING PERMIT NO. 7650 OWNER JOHn Construction CONTRACTOR Same SETBACKS FROM PROPERTY LINES: NORTH DATE ISSUED <.> .' I k . '; b I TYPE I OCCUPANCY I SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACE<: PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Footings Caissons Reinforcing or Monolithic Weatherproofing POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete <:Iab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation Framing Insulation (above must be signed prior to framing inspection) I Drywall nailing Roofing Refrigeration Electrical underground Electrical Plumbin Heatin & Ventilation Frame ofe. R.OW, & Drainage Fire Department Parking & Landscaping OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date: 9468 9/9/99 Property Owner: Property Address: 3195 KENDALL ST Contractor License No. : 20016 Company: J.D.H.D. Construction L.L.C. Phone: ~ Q41-Cf5/'i Phone: 909-4296 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: Total: $2,000.00 $69.25 $0.00 $30.00 $99.25 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Use: Description: 6' wood privacy fence, 115 lin. It ~ -i-v- BUILDING DEPARTMENT USE ONLY ...- Approval: MLC Zoning: R-2 SIC: Sq. Ft.: Complies w/fence regulations -- Approval: BG Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the BUilding Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing . h successive phases of the job. The issua f71!P rm~he approval of drawings and specifications shaU not be cons'rued '0 be a permit for, nor an approval 0', any violation 0' the provisions of th In I ;other ordinance, law, rule or regulation. , ~ < f'\ A I >'\11 I. f Chief Building In9/Sector ~ ~ r V'-'" =::!I:- q u Lt z... Ul OU: 10' ~ Jv. ().t ,.;. (1) (2) (3) DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 A PPl \ C"-T ION Property Owner: I Property Address: 31 q S" 14 ~ 'Id a ( Contractor License No : ~ oc6 ,6 Company: J" .[) r+ ['J C OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: Phone: Construction Value: Permit Fee: Use Tax: trC- .;:j,006 Total: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wh t Ridge 0 nances, for rk under this permit. (OWNER)(CONTRACTOR) SIGNED DATE r. 30 7J (; I Cvoo of Description: 115: L in F-r Use: ~g&!:!:'l!-~(I, Approval: .1.::.. Zoning: ~ - 7--- BUILDING DEPARTMENT USE ONLY (~!A\,)l\..\:...) Ij:/,VWS.. ;::,\S:~~"S , SIC: .4 RECE/Vto AUG J 01999 : n . 4'~U:Ui~ Approval: 6t: . .. ""' r I ~ Approval: Occupancy: Walls: Roof: Stories: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) (2) (3) This pennit was issued in accordance with the provisions set forth in yapur application and is SUbject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge. Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced witt'lin sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires. a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspenSion or abandonment exceeds one (1) year, full fees shall be paid far a new permit No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-faur (24) hours In advance far all Inspections and shall receive written approval on inspection card befare prOCeediing with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a pel'Tnit for, nor an approval of, any violation of the proviSiOns of the building codes or any other ordinance, law, rule or regulation. ChiefBU~~ (4) (5) (6) LOT 1 6 Be 1 7 JALAMAR SUBDIVISION ~ DIM TIXIE CDTY( (Q)lF \YAYIIXIE& TIRDfO)({iE C(Q)lUJIMTY( (Q)lF JJElFlFEIRI(Q)[M, IT & TE (Q)lF C(Q)(b(Q)IR&fO)(Q) GENERAL NOTES: CURRENT ZONING: R- 2 MIN. LOT SIZE = 12,500 SF LOT 16 = 12,806 SF LOT 17 = 12,745 SF MAX. BUILDING COVERAGE = 40% LOT 16 % COVERAGE = 31.2% LOT 17 % COVERAGE = 31.3% MAX. BUILDING HEIGHT = 35' 1. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY OR EASEMENT SHALL CONFORM TO THE CITY OF WHEAT RIDGE ENGINEERING REGULATIONS AND DESIGN STANDARDS. 2. AN APPROVED RIGHT-OF-WAY CONSTRUCTION PERMIT AND A MUNICIPAL CONTRACTOR'S LICENSE IS REQUIRED PRIOR TO ANY WORK COMMENCING WITHIN THE PUBLIC RIGHT-OF-WAY. ANY WORK PERFORMED WITHIN STATE RIGHT-OF-WAY SHALL REQUIRE AN APPROVED STATE CONSTRUCTION PERMIT PRIOR TO ANY WORK COMMENCING. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER/DEVELOPER OF ANY PROBLEM IN CONFORMING TO THE APPROVED CONSTRUCTION PLANS FOR ANY ELEMENT OF THE PROPOSED IMPROVEMENTS PRIOR TO ITS CONSTRUCTION. 4. IT SHALL BE THE RESPONSIBIUTY OF THE DEVELOPER DURING CONSTRUCTION ACTIVITIES TO RESOLVE CONSTRUCTION PROBLEMS DUE TO CHANGED CONDITIONS OR DESIGN ERRORS ENCOUNTERED BY THE CONTRACTOR DURING THE PROGRESS OF ANY PORTION OF THE PROPOSED WORK. IF, IN THE OPINION OF THE CITY'S INSPECTOR, THE MODIFICATIONS PROPOSED BY THE DEVELOPER TO THE APPROVED PLANS INVOLVE SIGNIFICANT CHANGES TO THE CHARACTER OF THE WORK OR TO FUTURE CONTIGUOUS PUBLIC OR PRIVATE IMPROVEMENTS, THE DEVELOPER SHALL BE RESPONSIBLE FOR SUBMITTING REVISED PLANS TO THE CITY OF WHEAT RIDGE FOR APPROVAL PRIOR TO ANY FURTHER CONSTRUCTION RELATED TO THAT PORTION OF WORK. ANY IMPROVEMENTS CONSTRUCTED NOT IN ACCORDANCE WITH THE APPROVED PLANS, OR THE APPROVED REVISED PLANS, SHALL BE REMOVED AND THE IMPROVEMENTS SHALL BE RECONSTRUCTED TO THE APPROVED PLANS. 5. BLUE STAKES- THE CONTRACTOR SHALL CONTACT BLUE STAKES FOR LOCA TION ON UNDERGROUND GAS, ELECTRIC AND TELEPHONE UTILITIES AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. PHONE 534-6700. 6. ALL UTILITY POLES SHALL BE RELOCATED PRIOR TO THE PLACEMENTOFCONCRETE. 7. WITH NOTIFICATION OF THE RESPECTIVE OWNER, ADJUST RIMS OF ALL CLEAN OUTS, MANHOLES, VALVE COVERS AND SURVEY MONUMENTS PRIOR TO THE PLACEMENT OF CONCRETE. 8. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG MEN OR OTHER DEVICES NECESSARY TO PROVIDE FOR THE PUBLIC SAFETY IN ACCORDANCE WITH THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 9. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN INGRESS AND EGRESS TO PRIVATE PROPERTY ADJACENT TO THE WORK THROUGHOUT THE PERIOD OF CONSTRUCTION. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL OBTAIN A WRITTEN AGREEMENT FROM THE AFFECTED PROPERTY OWNER(S) IMPACTED BY THIS ACCESS. 10. PRIOR TO THE FINAL LIFT OF SURFACE PAVEMENT. ALL UNDERGROUND UTILITY MAINS SHALL BE INSTALLED AND SERVICE CONNECTIONS STUBBED OUT BEYOND THE BACK OF CURB/SIDEWALK LINE WHEN ALLOWED BY THE UTILITY. SERVICE FROM PUBLIC UTILITIES AND FROM SANITARY SEWERS SHALL BE MADE AVAILABLE FOR EACH LOT IN SUCH A MANNER THAT WILL NOT BE NECESSARY TO DISTURB THE STREET PAVEMENT, CURB, GUrr::R AND SIDEWALK 'NHEN CONNECTIONS ARE MADE. 11. A MYLAR COPY OF n AS BUlL Tn PLANS SHALL BE SUBMITTED TO THE CITY OF WHEAT RIDGE PRIOR TO FINAL ACCEPTANCE OF THE WORK. 12. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR AT LEAST 24 HOURS PRIOR TO THE DESIRED INSPECTION. 13. NO PORTION OF THE STREET MAY BE FINAL PAVED UNTIL ALL STREET LIGHTING IMPROVEMENTS, DESIGNED TO SERVE THE STREET AND/OR DEVELOPMENT, HAVE BEEN COMPLETED. 14. SURVEY MONUMENTS MUST BE SET WITHIN 60 DAYS OF COMPLETION OF THE PROJECT. 32ND AVE. 31 ST. AVE. r- ~ (f) (f) ....J ....J 0:: <( (f) <( 0 L Z >- <( w <( ..-J y: J J.D.H.D. IS PROPOSING TO DEVELOP LOTS 16 AND 17 IN THE JALAMAR SUBDIVISION ON 32ND AVENUE AND KENDALL STREET. ON THESE LOTS TWO DUPLEXS WILL BE BUILT. WITH THE DEVELOPMENT OF THESE TWO LOTS, PUBLIC IMPROVEMENTS TO WEST SIDE OF KENDALL STREET FROM NORTH FRONTAGE OF LOT 17 TO THE SOUTH SIDE OF LOT 14 WILL BE CONSTRUCTED. FRONT = 30' FROM PROPERTY LINE SIDE = 5' FROM PROPERTY LINE SIDE = 30' FROM PUBLIC ROW REAR = 10' 30TH AVE. . r- (f) o z <( ..-J S W z 29TH AVE. THE DEVELOPMENT OF LOTS 16 & 17 IS SCHEDULED TO BEGIN IMMEDIATELY UPON APPROVAL OF CONSTRUCTION DRAWINGS WITH A AUGUST, 1998 INITIAL SUBMITTAL OF THESE DOCUMENTS TO THE PLANNING AND ENGINEERING DEPARTMENTS, THE PRO,JECTS SHOULD BE COMPLETED IN THE SPRING OF 1999. SIG~AGE SIGNAGE WILL MEET ALL CURRENT CITY OF WHEA TRIDGE REQUIREMENTS. wnCGOrMOirW lMtl~(p) NO SCALE ~..s ACCESS WILL BE PROVIDED B'( DRIVEWAYS ON KENDALL STRE.~T. !J.IlU.IlE.S. PHONE: U.S. WEST COMMUNICATIONS DEVELOPER CONNECT GROUP P.O. BOX 1720 DENVER, CO. 80201 303-451-2703 GAS AND ELECTRIC: PUBLIC SERVICE CO. OF COLORADO 1123 W. 3rd AVE. DENVER, CO. 80223 303-534-6700 WA TER: WHEA TRIDGE WATER DISTRICT 6827 W. 38th AVE. WHEA TRIDGE, CO. 80033 303-424- 2844 SANITARY: WHEA TRIDGE SANITATION DISTRICT 4900 MARSHALL ST. WHEA TRIDGE, CO 80033 303-424- 7252 FIRE PROTECTION: WHEA TRIDGE FIRE PROT. DISTRICT 3880 UPHAM ST. WHEA TRIDGE, CO 80033 303-424-7323 LEGEND SHEET INDEX EXIST. POWER POLE en, EXIST. STORM MH 1. COVER SHEET 2. SITE/UTILITY PLAN 3. GRADING/DRAINAGE PLAN 4. KENDALL ST. ROAD IMPROVEMENT PLAN 5. KENDALL ST. CROSS SECTIONS 6. EROSION CONTROL PLAN 7. LANDSCAPE PLAN 8. DETAILS 9. BUILDING ELEVATIONS 4. ALL NECESSARY PERMITS SHALL BE OBTAINED BY THE GENERAL CONTRACTOR FROM THE CITY AND ANY OTHER GOVERNING AGENCY AS REQUIRED TO CONSTRUCT THIS PROJECT. UTILITY NOTES: z~ EXIST. WATER VALVE 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, WHEA TRIDGE WATER DISTRICT, WHEAT RIDGE SANITATION DISTRICT, AND THE DENVER. WATER DEPARTMENT. ALL WORK SHALL BE INSPECTED AND APPROVED BY PERSONNEL OF THE WHEAT RIDGE WATER DISTRICT AND THE WHEAT RIDGE SANITATION DISTRICT OR AUTHORIZED REPRESENTATIVE. EXIST. SANITARY MH @ J.D.H.D. 3117 HWY 46 BLACKHAWK, CO 80403 PHONE: (303) 582-0305 ATTN: JOHN KENNEDY EXIST. STORM INLET D 2. THE CONTRACTOR SHALL NOTIFY THE WHEAT RIDGE WATER AND SANITATION DISTRICT A MINIMUM OF 48 HOURS AND A MAXIMUM OF 96 HOURS PRIOR TO STARTING CONSTRUCTION. (303-424-2844) EXIST. TELE PED ~Tj 3. THE GENERAL CONTRACTOR SHALL HAVE IN HIS POSSESSION AT ALL TIMES ONE (1) SIGNED COPY OF THE PLANS WHICH HAVE BEEN APPROVED BY THE GOVERNING AUTHORITIES. JEHN &: ASSOCIATES. INC. 5855 WADSWORTH BYPASS BUILDING A, SUITE 100 ARVADA, COLORADO 80003 PHONE: (303) 423-2406 fl,TTN: BRYAN SMITH EXIST. FENCE EXIST. WATER MAIN ---WL---- x o OJ c.n EXIST. SAN SEWER MAIN 5. ALL EXISTING AND PROPOSED UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE GENERAL CONTRACTOR SHALL NOTIFY THE PUBLIC UTILITY COMPANIES AND DETERMINE THE LOCATION OF EXISTING UTILITIES PRIOR TO PROCEEDING WITH THE EXCAVATION. ALL WORK PERFORMED IN THE AREA OF THE PUBLIC UTILITIES SHALL BE PERFORMED ACCORDING TO THE RESPONSIBILITY FOR THE CORRECTNESS OR COMPLETENESS OF EXISTING UTILITIES SHOWN OR NOT SHOWN. ~ ::r: :::E ::x:::: CD OJ OJ ~ EXIST. STORM SEWER MAIN CD LD lri C\.J r-- o EXIST.BURRIED ELECTRIC - --ELEC- - EXIST. BURIED TELEPHONE ~ ~ 6. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LINES, MATERIALS, TIE-INS AND PERTINENT FIELD INFORMATION, AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 01 ::J <( OJ ::J r- EXIST. LIGHT POLE * EXIST. CURB AND GUTTER 7. ALL PIPE LENGTHS ARE APPROXIMATE. en 3: "'CJ 8. PROVIDE A MINIMUM OF 5' OF COVER OVER THE PROPOSED 1" WATER SERVICE AT ALL TIMES. PROPOSED CURB AND GUTTER o <.n lJ OJ (\J ~ OJ ~ Q) 3: TI ~ OJ C\J ~ co m lC ....,....-1 ~ ~ cS IT CL- ,.-/ ::x:::: en o en ,.-/ u BRYAN SMITH, P.E. 8. A MINIMUM OF 36n HORIZONTAL SEPARATION IS REQUIRED FOR WATER SERVICES FROM TAP TO TAP. PROPOSED WATER SER~CE PROPOSED SANITARY SERVICE REGISTERED PROFESSIONAL ENGINEER STATE OF COLORADO NO. (AFFIX SEAL) 9. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING EXISTING SIGNS, STRUCTURES, FENCES, ETC. ENCOUNTERED ON THE JOB SITE AND RESTORING THEM TO THEIR ORIGINAL CONDITION. PROPOSED CONCRETE I . '. . '] .. . :... .... . . '.:; ..: '., " : .'. 10. ALL PIPE MATERIALS SHALL CONFORM TO WHEAT RIDGE WATER AND SANITATION DISTRICT STANDARDS. c." z 3t ...... Z <( W)- Q.:: W....J 0 0 Ic." ...... -J (/)z <( u>o <( z -~ .. ~~ U c;,::) ii: (J lL.. zU 0 0<( n:: z :I: en W 0 OW > :I: z-J .......<( U lJJu W ?f z(/) .....J w 0...... <( (/) z ......::> () 0 OJ (f) ~ ZO <( Q.:: ~ <( m ~~ 0.. s(9) ~ =13 ~ -o~ 8~ ~(.I 58 .= ~ > ~ .2'5 0 !:( -0 ~n 0 CD :J.E ~~ .;~ ~o ~ eX- +I 0.- 4) 5. ~o.. .... 0 ~o () c 42 E ~(,J 4i ~ ! '- 0 ~+' -Q) om (I)+I~. .- 0 ;..5 ~ ~UJ o '- (9)'... Q) CD ..c. Q) C) W =0 IX) ~, or g .~ @Q) 8~ ........... 0 0 " 0.. B~ )0- m ~ < o en z o en 5 w a::: z o J= a.. i2 o (/) LaJ o d z (/)Z -0 c:dt= LL <( o .N u- ......zQ.:: z-O WufC ~~::J 0:::<(<( t-(3z (/) O,'~ ~(/)I= z(/)- <(<(~ (/)c:d......u I-- <( z ::> z Z ..:::r: 0 -- W ZW~cn ::EOJr- :J~LL~~ U W 0 ...... =:s o :J:)-ug o 0 ~ !:!:l (/) wLL...O(/) lL. ~ ~ Q.:: <( O~Oa... o~a::~ W a... a.. w z en 0:: w ~ :I: ~ 8~0~ a::: ?f en )- lL.. z-ZO " .. < ...W (/)ua:: W50 Oa::lL.. ~wo (/)w (/).-J(/) <<(:::> wzw 9Qm w~o F!=~""" ot- ~o a..z 00 tt') "lit Ol I ,...... to ........ ........... tt') 0 tt') .......... (J) x - <( c.=- O::: u.. 0 c: >- z - w > J: Ct: W ~ -, en :::> 0 I (f) 0 ,..... CD ...... "lit 0 to ...... Z ~ I ca <( 0 5 0 -- (f) (/) co c.=- I Ct: -t") ...... 0 W (/)0 W (/)0 cD en z <0 tt') en (5 ~OJ 0 Z IDo (0 cC I w i!:Ott) ....J <( N a:::a:::~ catS <( ~g" Z 0 (/)on c: (j) oog (J) <( ............ ..c: w ~~LLJ CD lJ... L() < Z 0 L() > 0 --:>> e::: co Q:: J: c.. L() <( Q.. ~ a ~ lI) ~~ ~~ q ~~ COli) ~~ a~ ~~ ~ ~ ~ z <( . .....0 ---1 . .2 . 0... "!I 0 . w f"O r- 0.. . -.:> (f) <or- ):. ~:r: ~:r: dO 0) za... ~ 0)2 82 C)(f) i~ ~~ zo> 0 ~N a:: <C ii) <~ 0.. a:: lLJ ~oo a.. 0 0 -< JOB NUMBER: 1159_98_129 DATE: 07/04/98 SCALE: ,. l' = 1 0' SHEET NO: \. '\ "- ....... ....... " x o m : .... : ' . . . ... . . c.n ~ :r: 2: ~ CD m m ~ m "'f "'f ~ r-: o ~ ~ 01 :::J <:( OJ :::J .- 01 3: D ~ o 0.... (f) m (\j ~ co ----- 01 3: -0 ----- m (\J ~ co en UJ "<:""""I ~ ----- """") o G~. CL ----- ~ (f) C) c.n ----- u LOT 20 -- -- -- --- -----..---.- ST _---~----------------1-------- - """,- <- -...... ..................... -...... """......- -....................... -- --- -..... -- --. --- LOT 15 ---- INSTACl-~RTICAL CURB &: GUTTER PER CITY Ot"'Wt:lEA TRIOGE STNOS. UJ ~ ~ ....1: 1\.)1 ~I 01 'lll ~" """" I f ..../ 1\.)1 '-I :..., ~i " ;. il :. LJ r""", . "'- . I 1 5.2' ~-----'--, " \ " \ ...... \ " \ LOT 19 '--...... \ --- \ -~ r-- / I I I / / / I I / / I I "" :" ....... { t J I I , , I I I f I I \ ,1 ",,,,"" / // i // I ,/ /' I' ( \ \ \ , <.Jl ~ <.Jl o , \ ; I \ I \ /UNIr A \'1 S10RY 1,997 S.F. LOT 16 --...... \ \ '\ \ \ \ \ '\ \\ , I , I I , , I ) I I / / / / I I / I I I UNIT g' C/ 1 STORY 1,997 S.F. ........ 9 q " ...... ....... ...... ... . . , ;.: I ',.' .:":'.: .1 ;;~:> t- ...... :'1 ;: .'. I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ U\ .... ~ IJ) \ \ \ \ \ \ \ \ " '\ '\ , '\ " , '. ", " '" I I I I I I I / / I I / / I I \ \ \ . , \ (j\ ~ ~ CD \ \ \ \ \ \ \ \ \ \ \ \ \ '\ '\ " '\ , '\ '\ '\ '\ '\ \. \. '\ " " I I / / / / "- ..... ..... ...... '" '. .. .. .. .. ,. .. , ' . eo... . . .. . s. .. .0 . . I . · . ... ,. I ' . . e. . ..- .. i ~ .: ' ,~.....:.. .. I ..' I ',' '- , .. ..... ' , """, :.':~ ~,~ ' ' : ::,=- . '. ': .:'. ~': .; .~-~,:-.~~~~.~~:~:: '. .'.:" .' ,SIDEWALK" . ,,: ..', , EASEMENT, ' ' :, ,,'.' ~~.~,-... , ' / / " ..... ..... .........- . ..J. . ",_. . . . o. , ... ... . io ...... .:. . .. . . .. ..... "'- ........ " "- " . .'''.. ,,'I' .. . "..: . . . .. . . ..:.. . " ."." ..- . ". .- ib ~~ ~~ ~I " "" ". . (JIll , . '" ,,', :" ~ ' ,.' :' ,,::: , ' '.. ' : ' '" : ' ' .. ~.. " . .... ,.".. ..: . . . i . "." .. - -. '" .... ." :... .. ". . .,"'" " ;. ...' . ':~:~~:~':~:~-~:~~( ~..: ....;:. , : ':' ><i:. \ '\ \ " \ \ \ \, \, \ \ \. '\ \"1 I " " I " I /J /' I /' <.. I .......,...... ....... "- " -----------~.40'------- -ELEC- - - - "" :" q I I I J I I I I , f UI ~ UI T' I f I , I I I , I I I I I I I I I , I I , I I 1 I / I 17.5' 5.1' ...... ......, I I I I , I , I I I , I I I I ---- --'" ~ -,..... -- -- ,- I 1 I I I I I I I I I I UNI7' A 1 STORY 1,950 S.F. ........ o q LOT 18 tiQIE.;.. IF NECESSARY, THE EXISTING WATER WELL SHALL BE ABANDONED PER "REVISE STATE RULES AND REGULATIONS OF THE BOARD OF EXAMINERS WATER WELL CONSTRUCTION AND PUMP INSTALLATION CONTRACTORS" RULE #11 ABANDONMENT STANDARDS. BY A LICENSED WELL DRILLER. ........................ ................................ ...... ...... ...... .................. --..., ~ , , , " r-........, _---J ......, ................. -........... ....._-...... -............ 201.52'(M) 201.56'(R) ......-......" 65.7' - -ELEC- - LOT 17 '> ""'" --,.... /' ,,- /' I f.._ ......-....... .......................... '--......- ..... ........." JEHN & ASSOCI A TES ASSUMES NO RESPONSIBIUTY FOR Ul1UTY LOCA 110NS. THE Ul1l111ES SHOWN ON THIS ORA WING HA \IE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMA 11 ON. IT IS. HOWEVER, THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCA 11 ON OF ALL UllLlllES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUC110N. I / I ///; / / / /' / /' / // )/ / ///r/' / / // // // // // // // /,/ /.'/ b'/ ?7 /' / v-. '" Z o )> ~ Z C fT1 ~ :::0 o =E < )> :::0 - fT1 en '---' - IU/J.."./C ~tv 10 0 ~I ORIGINAL SCALE: 1"=10' LEGEND EXIST. POWER POLE EXIST. WATER VALVE EXIST. SANITARY MH EXIST. STORM MH EXIST. STORM INLET EXIST. TELE PED EXIST. FENCE EXIST. WA TER MAIN I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I EXIST. SAN SEWER MAIN EXIST. STORM SEWER MAIN EXIST.8URRIED ELECTRIC EXIST. BURIED TELEPHONE EXIST. LIGHT POLE EXIST. CURB AND GUTTER 5 10 ~ 20 I I I ........ I -......-. ......." '\ , '\ '-. , "- " " " "- "- "'- '\ \ \ \ \ \ \ \ \ \ \ \ , \ \ I I I --__ [J : -=------~\~ ~--=:L~;-=--- \ ,_I.~ , I r- ) I / ~ - - - - - - -/~ - / I I I I ! II /' ) / / ( (I I \. I \\ I ! \ I \ I \. I '\ I I "\ I i I I I ! I I ~ I 1 8. \ pf I \ I \ I I I I \ \ \ '\ \ \ '\ \ '\ \ \ \ \ \ \ \ \ \ \ \ \ \ ) / / / / ./ / / / / / ./ / ( ) NOO-oO'02"E I ---- ----------------..-..--------------- ',:---=- 50.39' , ~ -ELEC- - - -ELECL 50.39' - - -ELf:C- __ " EXIST. ar- I - - ...,~..., "~~;~lJENT _ _ _ _ - - :;.a;cp':-::- -:: _ _ _ _ J)1- - ~ : ----- ------ - - - - - - - - - ----..."........::::::..--- - - - - - - - - - - - - - - - - -:::=----.::::::..::-:::.:::- - - - - - - - - - - - - --- ~~~~~ ~~~ ..... --- ----- --- --- C"Q., x @ [JJ ~TJ ---WL---- ST - -ELEC- - * PROPOSED CURB AND GUTTER PROPOSED WATER SER~CE PROPOSED SANITARY SERVICE PROPOSED CONCRETE II II II m II II II II II II II II II I t EXIST. SAN MH RIM=5454.05 INV. IN N=5445.85 INV. IN E=5445.85 INV. IN W=5445.85 INV. OUT S= 5445. 75 I . '. . . I . .." :. . -. . .. . , ',:; ..: ~, ~ : ,'. I , I I I I I I I I i Ii I! I; , i I; I ~ t , 11 I! I! , I I: r ; f~> ~ I I ~ II Ii I; I I: I r ,; I I I I I I r I I I I, ti ~ J~, :.e 'f r. I I ~ I , I I I f I l x ST THE CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION C> Z ~ <( Z 0:: o c I-- ....J <( ~ () c:5 I..L. ~ 0=: z W 0 > :J: () W ~ ......J w <( z () 0 (f) ~ 0:: <( CD ~~ Q. 5(00) ~ '-. 0 _C> ~ '0._ - ~,p c...., 8~ ~ 08 .- '\I m>o 0;:5 [] .... ...J .- :::> < '0 ~noCl) :).6 'b ~ .;~ ~o ~ cx. +' 0 .- Ct c: .c Q. '- 5 ~ 2-c -2 E ~,p 1) '- ! '- (] t- .:3 - Q) cj t/) t/)+' ~.- 0 ;-= ~ ~L&J o '- <0> CI) CI) s; ~ w=O CO c: .,r a · ~ @:O) 8~ '-'" 0 c> D Q. o~ >- m ~ -< c CJ) z o en 5 w Ct: z o j:: Q.. iE o (/) L&J C d z I- w>- W...J J:" UlZ (/)0 -0:: ;!:o U zU 0< J:(/) u~ ~<( wU ZUl 01- Ul 1-::> OJ zC <( ~ UlZ -0 u...~~ o .N u- I-za::: z-o wui'~ ~t=!::> 0:::<(< I-uz (/)o~ ~(/)t= ZUl- <(<~ (/)Jdt-u I-- <( z ::> z Z ...:J:O- ~ 5~~u1 ::> ~ u... ~ ~ uwo....::s o :J:>-ug C O~~Ul W o(/) I..&... ~ ~ 0::: <( o 0:: 0 a... oO:::a:::ctd W a... a... W z CJ) 0::: W :J: :J: ~ 8iEb~ a:: ~ Ul >- lL. z-zo (!) .. < (i)~a::: W50 CO:::lL. ~Wc Ulw Ul....J(/) <(<(::> wZw QQcn w~o ~~I- 01- 0:::0 a...z - ~ t:: - ..... en G) ..... CCI -- ~ <:) en en IIIIIC ... t:: ..t:: G) --::>> ~ \.:) [;) l:'-~ ~~ ~ ~~ CO{/) ~~ \.:)~ ~~ ~ ~ ~ 00 tf) ~ 0> I I"'- co ~ ~ tf) o tf) '-'" V) Q:: ~ W > ~ ::> 0 (/) 0 C Z <( (/) Q:: W W Z (3 Z W -.I <( Z o (j) (/) w u. o Q:: a.. x <( La... Z :I: W -, I " ~ &() I o o eX) I ~ 5 (j) ui'8 (/)Of15 <(o~ ~ooo CDof ~~~ a:::~~ ~...J~ (/)o~ oug <( .. '-'" ~~w :8~~ QJa::::I: It)<(Q.. z <( -.J (L >- I- .....J I- :::> " w l- V) . ~q fI o · !O 0.. . J >= .0 >=:1: m:r: ~a.. mLSL~(f) z z zo> ~~~~~~ 15 ~ 15 <X) >= m c ~ o a::: Q., ~ JOB NUMBER: 1159_98_129 DA TE: 07/04/98 SCALE: " 1 - 1 0' SHEET NO: , DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 9662 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date: 10/21/99 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address: 3195 KENDALL ST Contractor License No. : Company: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 445-1913 Phone: 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED "-~:>, Y"'jj DATE~ Total: $1,10000 $41.80 $0.00 $27.50 $69.30 Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: Description: Construction of 6' privacy fence BUILDING DEPARTMENT USE ONLY -- Approval: MLC Zoning: R-2 - ""lL_JlD Approval: BG !I~_'m~_"";__~"m Approval: SIC: Sq. Ft.: Complies w/fence regs. Occupancy: Walls: Please Note: Owner I contractor Is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate infonnatiOll Roof: submittedStilliimthe plan set ~,. ~""'llimitloD . . . Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of VVheat Rjd~e, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work. authOrized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. . . . . . . . The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permIt for, nor an approval of, any Violation of the provIsions of the building des 0 any other ordinance, law, rule or regulation. (1) (2) (3) DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: - BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 APPL\Cf\TID N Property Owner: Property Address: Contractor License No. : Company: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT ~",e,~ ~1 JO"-""b,(;, -< c,\..'5>''',~ J>I"~.(, 3\<\$ \<'b-\J>f',.l.A_ .>,,,-,,,er v-l\-\~A""t::.IDb\(. I Phone :l.3c>s) 't'ts 1,\13 Phone: Construction Value: t I .j) a, <) 0 Permit Fee: Use Tax: I hereby certify that the setback distances proposed by this pennit 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 a9ree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR)SIGNED ..-> ,Yc'-J" DATE \cG\lhc J ~- Total: Use: Description: "Co. '--'':>' -''^ t..T\ e.\ G;: Ie 'f,; hi "'-'-'1 \-tN of . r!'J; - tiU: BUILDING DEPARTMENT USE ONLY QD\\\~(uS LD( ~\\C~ "~W. Approval : ffil~ Zoning: 'R - d., SIC: Sq. Ft.: Approval: 6 b. !v/r.ff"i PIase Note: Owner I contractor is responsible for locating property nnes and constructing improvements according to tho approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting f:om inaccurate ir.formation. Roof: Stories: Residential Units: : I U!.Utl}l,,!i;li:Lll!.wl.~ ~i-J~I!.~f; '" Approval : Occupancy: Walls: Electrical license No : Company: Plumbing license No : Company: Mechanical license No : Company: Expiration Date : Approval: Expiration Date: Approval: Expiration Date : Approval: (1) (2) (3) (4) (5) (6) This permit was issued in accordance with the provisions set forth in yapur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and BuildinR CocIe of Wheat Ridge. Colorado or any other applicable ordinances of the City, This permit shall expire if (A) the WOlk authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pennit. No work of any manner snail be don. that will change the natural now of water causing a drainage problem. Contractor snail notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. . The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the proviSIOnS of the bulldi 9 es or any other ordinance, law, Nle or regulation. " / Inspector -::;..Q---"""" r~ lS;' - ~ ~ tr r-~.f~ ft~ ~ ':---'~ WU\ f ~ ;r 3",""2- 7'> II ~ {J ij ~ ~ ~ ~~ ,;, ..J: ~- ~~ a 0= ~ ~ ! 2: 1\1 7' .. -{J \ 'i'> ;J> .. C to ~ ,. ~ Jr> '" (j9 ~ '} :ii. J;\ - - Ii' l a - ~ ~ lb << [ ~ P --l: J.) ~ 00 0"- (II .. +~~1 tl" ... G"'_ "" .. t>_ 0'= "'_ -..>1 IN .. t..J 6" ~ 0\ .. ).., '" G" ~ -f .-:r ~ (Il ..... Owaer I COIIll<a:lbr is rcspo lines and constructing im . llpJIlOVed plan and required The City is nol responsible for aubmillcd within the plan set errors resulting from . , ~ -- - - - ..... .... t 'r ~- ~ ~ -- J- t:. 0'_ (I ~ ~ ; ~6# .~ ~ ~~ G" " for locating Is according to lopment s curate informali n d any construction inforraationa - - U\ ~ .....- POWER POLE 0 ELECTRIC BOX .. CONTROL POINT @ SET NO. 5 REBAR WITH A 1 1/4 INCH PLASTIC CAP .KELL Y SURVEY LS 2595'. 0 INLET 0<> LIGHT POLE 0 STORM SEWER MANHOLE l><l WATER VALVE 0 ELECTRIC BOX ___ - WOOD FENCE Ii: lItH-l"TJ If)OQ,V10 ~z~-Y'c (Ac .......... 2: NZO-Jl-;oO .....dTJ." m "'~ z~~ Ul::;: l/) NCI~)l'-1 o>z"')>r ~r~Ulc~ ~~~(/)~-:;:: "'280"'0 -4r"':1O';;o b'{ -H/) fTl:U OC~~Vl aloQ:;O)>=ifTl .... _ 5:::r:() ~Ul ." ::;: -4 '" '" co'" -;!l <oW (J) ..., ROW). @ lD ~z UlIO oq ,,0 q ~~ z G) Ul )-., 72 .'0 ,," 'I." 12> "l/) =, () () P ." <0;- /& I + o 60 30 o =30 SURVEYOR'S CERTIFICATION I HEREBY CERTIfY TO JOHN KENNEDY THAT THIS SURVEY PERfORMED ON MARCH 18, 1999, UNDER MY SUPERVISION. IS A TRUE AND CORRECT SURVEY OF THE HEREON DESCRIBED PROPERlY AND THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, BELIEF, AND OPINION, THIS SURVEY CORRECTLY SHOWS THE PROPERlY LINES OF THE LAND INDICATED HEREON, THAT THERE IS NO' EVIDENCE OR SIGN OF ANY EASEMENTS O~ IMPROVEMENrS ON ADJOINING PROPERTIES CROSSING OR BORDERING ANY PART OF SAID LAND EXCEPT AS NOTED 'AND THERE ARE NO ENCROACHMENTS OF ANY IMPROVEMENTS ON SAID' LAND, EXCEPT AS SHOWN. fOR: KELLY SURVEYING ASSOCIATES ,. 5 30 INC ~ c V-i I\J ~ .):.. ~ <:: c:: 1">1 ~ ~ Ol a < ~ ~ ~ ~ ~ f11 ;:;; ;B~ o ~Ii: ~~ ~ -..jJT1 JT1 ;;::z G) N Ol ~ (J1 (J1 ~ 11 I- :.: ~ h:l I. . If] : J I . 1 ., fTI OOfTl 0'1 r "'02 zZ tTJ['11 G:l 0 <.......-...,J ~.. It....... -r.AJ U1 ""U UHf) GJ~" "'00 P ~VlCN:;o ~'V ::::j-lO ~ U1 0 :r ~ -do "'ZO 'EJO -., 0)> Z" OO-G) O""'r"]tIJ)> :;0 <0:;0 z-a. )> fTI;o........G) :;00 '" ~MO :;0':10 =<::E~ ",'" Ul:;O -4 (00)"(;) 0-" p :;0 ~:;o z-o~)> fTl;oCOC) :;00 '" ;:gMO :;or:jO =<::;:~ ",'" (/):;0 -4 0-" -.,M Z _ -"' -uO f't..) I\J ;ofT! ........0 :... 0 lJVi co....fTI . ..::::00 S"i =i:... ~~ . [:1+ i'i~ l/) -4 .56'(R) / 201 62.75 n 1-1;~ :;l"r '1l",,,, ro .:.....-~-u "! I; 30.75' Q-<I--? -<lQ", 201.58'(Ilol) 44.06' \ CONC_ PAno (TYP.) ;'1 , ~~I ..... .'It.. ....:. tl . '.: .' ~ .:....J "t-l> t." ._, . ....1 ".': .-. ~ ~ ~z COO) "':.q "i8 ~ . 8 ~.J. !" ~ Ol ~ :;0 ~ r;Ol>z:r;ol>;o II.C)IIIF:) OJ 0 "'~OIIC"'~OII;!l f"!"~,,,f"!""lO g: ~eg:8"'" .8...... ..10 ~..: lJi '" ~ . . 30.0' (I) N~ ....'" . CO / o . '0 '!.~ /' m /.> ~ '! ';i,,, ~~ << 47.7i1. "" ~ <0 '" 1975' .~ ~ ~.)- 7._5-' I~ 1.3' '" '" ~ ru w oV>o - ~c.!i'i 2.3' r 0 "'OUl XO-4 cil~ :;0-< n ^ ~ .J~<' ~ ~ ~( '" - 0; 1.3' U> '" N ~ 197' ~~ ~0 "!'< 44.03 N m 0.. .0' 0.8' 13D ;;;q ;--J8 o . '!.8 m 3' 6.0' BY: DIANE: M. KELLY, PLS [] I o [J () 199 APRIL 21 IMPROVEMENT SURVEY, PLAT - '" LOTS 16 AND 17 JALAMAR SUBDIVISION COUNTY OF, JEFFERSON $TAr~OF COLORADO , . . ."!- ~;ll $ (, .. " _6J I ()VJ(D-l., 0::;0"'0 -:;o)>Ule ......;;;; Ul" z ~~(J)::oo (J) omo rrlS::J>:E1Tl 00-0 :z N~(/)~..J. "'s:::;c/ -"';::;;::'" z ,,' ~-fI11"U() -.Jr?'i)~ UJ - .rrt C 0 Ul ~~~~li ::;:....0:.:'" 210."",,,, r:-(j' ~. dU)~""" ;0 ~.,. OOJ~- -to ;:::oz Ul<O '. ....< G) $ fTi .ID ~ - 186.56'(R) 186.59'(Iof) (40' ROW) -- e: NatES: LINE BETWEEN THE WEST 1/4 CORNER OF SECTION IG A FOUND ALUMINUM PIPE WITH A 3-1/4 INCH URVEY MONUMENT UNLAWFUL TO DISTURB LS 13212 /4 CORNER OF SECTION 25, TOWNSHIP 3 SOUTH, 11TH A 3-1/4 INCH BRAss CAP STAMPED .CITY OF S R69W C 1/4 SEC 25 1997 UNLAWFUL TO DISTURB. DATE JQB NO 1541A - JOHN KENNEDY FIELD BOOK. 210 SEARCH TO DETERMINE OWNERSHIP OR EASEMENTS \SEMENT, RIGHTS-OF-WAY AND TITLE OF RECORD. ON TITlE COMt.lITh4ENT FOR TITLE INSURANCE, 7, 1998 BY LAND TITLE GUARANTEE COMPANY. I YOU MUST COMMENCE ANY LEGAL ACTION BASED REE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. UPON ANY DEFECT IN THIS SURVEY BE COMMENCED CERTIFICATION SHOWN HEREON. THROUGH THE WEST 8 fEET AS GRANTED TO PUBUC :NT RECORDED SEPTEMBER 08, 1986, UNDER RECE:P- ED, DISTANCES SHOWN v.1Tj-i (R) ARE OF RECORD. '<E NOT IN ACCORDING TO I'(HEA TRIQGE COUN TY PLAT BY LANE ENGINEERING, A FOUND SQUARE PIN . IN NOVEMBER OF .1$96. DURING THE RESURFACING JMENTS WE~.E NOT . fOUND, ACCORDING TO COlJ1llTY THE STREET TO LOOK F~ MONUMENTS. ". 1M THE BUILDING FOUNDAl1ONS TO THE PROPERTY "' 'L ft." '. y,-,c:- , 2.3' 0 '" '3" W 'iln D" ':"-0 W Z o 0 :! o ~ " ---- " 0.25' 15 ;;;;. .:. Gr:' lSsOClAm " " .' . . ~':-' " ,,", <( ~ .". :;,' :~ -' ;-. ~.,., ,",. "":>~~ ," tNvitRNBSSDRWE EASTBLJ)CH $UI1'E144., '.--- ". __ --. '-,.."'. _' ,c._.. -,. '.~, '-"',., . .~t, . .... , ... .: _ . iNGLEW'OOiJ,,' CO.801t2/ (803)792-5257' :;.... ;'-'~,,? .~, DLLY . ;' "14,' AUG-31-99 TUE 01:50 PM PEAK NATL BANK FAX NO, 303 986 5494 p, 01 =..P-.~= . National Bank August 31,1999 Attention Kim Quale Dear Kim, This letter is in reference to a check written from John Kennedy. John has requested we fax confirmation that check #1087 for $841.08 cleared bis account August 30, 1999. Sbould you have any questions, please feel free to call. ;Y;'~- Larry~lalOVos New Accounts Phone 303-986-5575 . Fax 303-986-5494 12345 West Alameda Pkwy' L.akewood, Colorado 80228 Date: S-d/--99 I A Certificate of Occupancy or Completion has been requested for: Purpose of Structure: ~rJ{ltl ,:if-- /lLLU ~ ... i/9S J:1,FJc/a-U' ~. &~~ 4 /J/J1 ADDRESS: ...:3/9-5 Building Department Approval: Remarks: f r'l \ Zoning Approval: 0., ~ Remarks: ~ A+luf'id g Yil} d~~.l\fJ/SkLt-. ~PUbliC Works Approval: Remarks: C ,0- ~ tI--v/f.A.<-....;t ~- ~ bv--(- ~ .~~ ~~. .A~,:_.J /tj'S ~ ~ --~- Fire Marshall Approval: (If Applicable) Remarks: Sanitation District Approval; (If Applicable) Remarks: Water District Approval; (If Applicable) .---- !-H 7ZJ ,f A n-- A.{ 9%9- 4760 TA/J7..L- '//lc~7/17 I ,} dl[\ U-.JJ .------ .." (~ '::.,( 1- G !L ,:"") /'"" .-----.-;;:;10' } ~ 1- 11 ____-, ...,<Is- -- --- ---'-'i 0 ') 9:9 ..?1,; ,7/, I ----.---.-- ( q ~/i / '. \C. ~ ">-, / // II . . 7-- ~ ,\ ' T dZ ?' -'-=-",.r--.,-__ ..~O ~Q9 I I .... -5 '1-/ , ~o. ).n' , I' 4- ~~ '''0 "'. \J'- \>- --J I ~ --J '1) '-.J '-= ) , \j C\, " r :Q ?:. J .... cJ CJ.... ~l '(j 10"-., j v- ---- r') -....-. !? V) \-. ~ ~ --..... \'Y\J ~ n .' L. )- /00. T-p- ,/ d- 7L <' - tf / 1..:- f', a National Bank August 31, 1999 Attention Kim Quale Dear Kim, This letter is ill reference to a check written from John Kennedy. John has requested we fax confirmation that check #1087 for $841.08 cleared his aCCount August 30, 1999. Should you have any questions, please feel free to call. ~'-'Vir La~lalOVOS 7 New Accounts Phone 303-986,5575 . Fax 303-986-5494 12345 West Alameda Pkwy. Lakewood, Colorado 80228 BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at 3'/ f .;: !:tnd.o.// I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: ;) /~k,1d rrn~..., 4'/~/,~ more o'-hn" JU" ;~~ '~i :':EE:!~::, 'Z.~~::;~ .fA b. ~cJu1 ~A.r f;/e.. :V P;'x f.../ - ,,(;.z<>~ ",,-I drr:>.,,1- '" c../ Ie ""h...-r ~ ir rJ-(<!:...}.., d,,'I.fl:"'':;?_ f) Litf J.> noffA.Pr/d",? /~ r~QW/ ii"""~' ~) LP....,~/c/e. ort<.-J,cJr 1Va../1 i,.., '-rq,"'J! ::sr~- You are hereby notified to COfrect the foregoing violations. When corrections have been made, call fOf inspection. Date '?/z ?h7 I FORM WR6-22 DO NOT REMOVE THIS TAG . ~x 'NH[4r 1>/ '- 0 - C> U r<1 C'OLORI'SP MEMORANDUM II Approved Date II TO: Linda Stengel Karen for Greg Knudson K~ Check from Kennedy Construction FROM: RE: DATE: August 26, 1999 Linda, we need to know if this check clears the bank after deposited. We will be holding up a Certificate of Occupancy in the building department for the property involved with this fee until we've been assured this check has cleared. Would you please inform us if there are any problems with this check Thanks. Karen ~~ ~H(41' 1>/ '- 0 - C> U '" C'OL OR 1>-',0 MEMORANDUM II Approved Date II TO: Kim Quayle FROM: Chuck Braden RE: 3165 & 3175 Kendall Street DATE: February 22, 1999 Lakewood Construction Co. has made water cuts which failed to meet City standards at the above addresses. I have informed him of the situation and that the patches need to be removed and replaced and Infra-red treated. As of this date nothing has been done. Please do not issue a C. O. until the situation has been remedied, BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at r3g.5 /3)9.6 Jler,dr.> Q / f I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: c2wrk/{ eel finJ Ire-cA',? C>/? IlfcJrd-h ci' ~J':!-f .s;d uF . " L",,+- 63if SL) all d~,~!-~ ~)c.r>.J.,/ Or-, c~r>Pt'"~ You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date ?-z/- 71' . .b?~ Inspector for Building Dept. DO NOT REMOVE THIS TAG FORM WR6-22 7500 West 29th Avenue Wheat Ridge, Colorado 80215 Telephone 303/ 235-2868 FAX 303/235-2857 The City of Wheat Ridge co( OR pS)O July 7, 1999 Mr. John Kennedy JDHD Construction Corporation 3117 Highway 46 Blackhawk, Colorado 80403 ~ /~t ~ '5 . '-' -.J.5l q -~ ~IC)C~ Re: Jalamar Subdivision Lots 16 & 17, West 320d Avenue & Kendall Street - Reimbursement For Street Cut Repairs Dear Mr. Kennedy, This letter is to inform you the sub-contractor, Lakewood Masonry Construction Company, working for JDHD Construction Corporation, has not responded to written and verbal attempts by the City of Wheat Ridge regarding reimbursement in the amount of $841.08 for street cut repairs made by the City. (See attached letter dated June 10, 1999 for details) . As the developer of this project, and in conjunction with the documented lack of response by your sub-contractor, please be aware that no Certificates of Occupancies will be processed by the City of Wheat Ridge for the remaining units in this development until the above referenced amount is paid in full. any questions, please contact me at 303-235-2868. cc: Robert Goebel, Public Works Director Alan White, Planning & Development Director Dave Kotecki, Sr. Project Engineer lIlll'ririMQil!gin, Codes Administrator File 7500 West 29th Avenue Wheat Ridge, Colorado 80215 Telephone 303/ 235-2868 FAX 303/235-2857 The City of Wheat Ridge COLORi'S:P June 10, 1999 Mr. Ken Kennedy Lakewood Masonry, Construction Company 607 South Cole Court Lakewood, Colorado 80228 Re: Right-of-Way Construction Permit #4850 - Reimbursement For Street Cut Repairs Dear Mr. Kennedy, This letter is to inform you that Lakewood Masonry, Construction Company has failed to make those asphalt repairs within the designated time period, as detailed in the City's street cut repair letter sent May 12, 1999, (see attached) for right-of-way construction permit number 4850. In conformance with the City's terms and conditions stipulated in the May 12, 1999 letter, below are the itemized costs incurred by the City of Wheat Ridge to complete these repairs: Mobilization Fee: Equipment: Materials: Labor-3 hours: $500.00 $175.20 $ 12.25 $153.63 Total Balance Due:$841.08 Please reimburse the total balance due within thirty (30) days of the date of this letter in order to avoid further action the City ~"heat Ridge will take in order to resolve. this issue. ou hav..'/nY 7"on' , plem cerely, , -7 ~ - Gr K~dson, MPA Development Review Engineer contact me at 235-2868. Bob Goebel, Public Works Director Dave Kotecki, Sr. Project Engineer Darin Morgan, Codes Administrator Ray Carlyle, Streets Superintendent Chuck Braden, Eng. Tech. I File DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 FAX (303) 235-2857 Certified Mail P 963 361 030 STREET Cl'T REPAIR REQnRED To: LAKEWOOD MASONRY. CONSTRUCT10N CO. Date: May 12. 1999 607 S. COLE CT. Permit No.: 4850 LAKEWOOD. CO. 80228 ATTN: KEN KENNEDY The street cut your firm made at 3185 KENDALL ST., dated 12/04199 is in need of the following repair: REMOVE SUBSIDING ASPHAL TPA TCH. COMPACTTREt';"CH. PATCH STREET AND REPLACE BASE MATERIAL UNDER SIDEWALK. Repairs should be completed WITlliN 14 CALENDAR DAYS FROM THE DA TE OFTlliS LETTER topreyent further deterioration, and in the interest of public safety. In accordance with the City of Wheat Ridge Code of Laws, Section 21-30, Paragraph (d), if the repairs are not completed within the time allotted, the City will make the necessary repairs and charge the cost of same to the contractor. Please remember, 24 hour notice required prior to beginning work. IT :~" 2"'2' ,I"" 0011 Greg KnUdin, M. P. A. City of Wheat Ridge Department of Public Warks ******* The City of 7500 It./EST 29TH AVENUE WHEAT RIDGE. CO 80215~,1713 (303) 23'1~5900 ~heat GRidge City Admin. Fax # 234-5924 Police Dept. Fax # 235-2949 April 30, 1999 Mr. John Kennedy JDHD Construction Corporation 3117 Highway 46 Blackhawk, Colorado 80403 Re: Jalamar Subdivision Lots 16 & 17, West 320d Avenue & Kendall Street - Site Drainage Certification Requirements Dear Mr. Kennedy, Per the meeting held on April 29, 1999, the following items are to be completed by you in order to satisfy the City's requirements concerning the site/s drainage ce~tification: 1. A letter from Tuttle/Applegate (original engineer-of-record) confirming In writing Tuttle/Applegate's unwillingness to certify site drainage. 2. Upon the City's receipt and approval of this letter, the previously prepared drainage letter and plan as prepared by Jehn & Associates will be acceptable to the City. 3. No Certificates of Occupancy will be approved by the Public Works Department until such time as the above two conditions have been satisfied. L Gr g K~dson, M.P.A. Development Review Engineer have any questions, please contact me at 235-2868. Bob Goebel, Public Works Director Dave Kotecki, Sr. Project Engineer 1/ill~ff"'Mot\9ai+1' coGi,e;>1iI AdmiI1li atil7a.tor File \,~ FH,CVCLl.:[1 PAPEF, 7500 West 29th Avenue The City of Wheat Ridge Wheat Ridge, Colorado Telephone 303/235-2846 April 2, 1999 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: PROPERTY OWNER(S): OLD ADDRESS: NEW ADDRESS: SUBDIVISION: NOTE: Vacant Lot 3165 - 3195 Kendall. Wheat Rid!!:e. CO 80214 LOTls) BLOCK Please note that the above five (5) addresses are to be addressed in Wheat Ridge even though tbey are within the Edgewater zip code. AUTHORIZED BY: ~~ I DATE: DISTRIBUTION: 1. Property Owner 2. Jefferson County Assessor, A TTN: Data Control, 100 Jefferson County Parkway, Golden, 80419 3. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Parkway, Golden, 80419 4. U.S. Post Office, 4210 Wadsworth Blvd,. Wheat Ridge, 80033 5. Public Service Co., A TTN: Correspondence, 990 Bannock St., Denver. 80204 6, U.S. West, Altn: Shirley Campbell, 12121 Grant Street, Room 601, Thornton. CO 80241 7. Water District: Wheat Rid!!e 8. Sanitation District: Wheat Rid!!e 9.. Wheat Ridge Planning Division 10. Log File 11. Other: NOTE: Please notify all other parties concerned, ADDRESS MAP UPDATED BY: DATE: "The Carnation City" BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at ,1 &"S- - 7'<) kt9n~// ')"" I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: d'y.?,vr/fr- -I'15~~~:Q:S ,~d C~/::;/l 1 y /f{/./~/I '7//?,,,C, P.... J .4/J. / ~"'. / . You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date 71;,/c,) -1 ,/ ./ /(!,/ . Ec>~.::;, /;::;r.,j.y , Inspector ulldlng Dopt. FORM WR6.22 DO NOT REMOVE THIS TAG -----.-.._~ ---. -- .-- ---.-..,.,,,--.. ._.-',_._._.,_.._~ --"-- -. - ....,-. ..-_._-,- ~_.~._.._.- -.---------.-..-.-, BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at -';I~S 1/ .;!not:; / I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: ~ 117~('-UAtI t10f oIo-t.Q " {~ ,fj'il:;e:::; r"7~ (1,.",,-4- You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date ;). /1-"/,?c/ I ! , K-/ L4-;C J v Inspector lor Ildlng Dspt. DO NOT REMOVE THIS TAG FORM WR6.22 .-. -~_...~_.~-_.~-_.._-_._-~-------~_._~_.__._-----------} --- ---..-- -.- '-------",.--",-~--_.~------~_. . -- -- ~-'-------_.------- ----_._.._-,-~-_.-_.-._--- ---- ,- ------------~------- r , BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at 7, It? c.:;- ~ e.. PI.. / / c; / I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: ri/<>'Se"5 VJ ~h",~ 'f -< ~ re_:e/ ~ LA/p.i ,A,.':!/:.J~ j Ii - 17..)/ I 110 / of,Y/j You Bre hereby notified to correct the foregoing violations. When corrections have been made, call for Inspection. Date 2/}/1 q qr/ / .7,'-- /Y'I Inspector for Building Dept. DO NOT REMOVE THIS TAG FORM WR6.22 ------------------_._.-~--~.. ..---1 I --- -- --1 I i I I , I I I I , I I I I I I I i I .----..~.__.~- - m ____..,,'~~__.__.... _~ BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at ~ 185 - ,;/c:,- It'~d~I/5 ' I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: ~ 1/ fl,,) i(-.1; / I~j. . ,ACMc7 1'....". --:;.r.",p-/j ->,' You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date _~~4~7 /:5 & Inspector for Building Dept. DO NOT REMOVE THIS TAG FORM WR6'22 -"--_.-------------._-'--_._._---~-------,-------,-_.. ------~------_._-_..__.~- BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice /~ r.... \ ' "J " 0/ / . ;"<'<:/7c[~,,--I/ Job Located at 31 y:~/ 3/'1;; I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: ~).5)/'y -Iv" /-'U-e n.f j,jut?I.., rnr>~l-cr"!,.<.j.--,"",....., ,).1' rI I 7" .. /fl <", ..5 fr1 (" ',/(;".' W', f~'~ . 3) ;:q.~c c:",1.ol r<X-oC- ~'''c.k''>f/,),-J :,1- v/",~-m(.j-to- / .,) I:P",..,~ hI". k....,<L. ,,-I- "...,f().--n ,"'_ ,.., lav.-,d;-}j' , v :i)n>./>7C1P/~/uu 5h/o"Jr!r h""JJ .$/1,,",,,,5 U/druS:S ~~5f.~ ~t.//'~ :f :" i.., i-~v"tl: .., n-~.' . f" J "If '/ z'llJ Pic,.>" - '~) rr~;)Jl.U [\fJ--; G 'iLr-f"~...s ~ NetZA I" h Aoe. ,A-I- ZlY P/uu'- 0H':;) You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date 1-/~-11 f~2 il /~~ /" Inspector lor Building Dept. > DO NOT REMOVE THIS TAG FORM WR8-22 BUILDING DEPARTMENT frf Correction Notice (303) 235.2855 CITY OF WHEAT RIDGE * * Job Located at 3J%S /3)f l' J::;e"qcd I I I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: 'Ej Sf!J cJ/ Plomr-jo,tJ'n",-- t/3r-,,-h-,.J..,th->Z j .-: "/' (/ I; 6.- . k :; r~-'7/",'t, n/-iJ /~-;'dr jJ-~" r:'Jt"f)JI.. vV/:J."- I Ji/7L L-,,;.- /.~~+. You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. . r C- Oate /-1-"> - 1 i Y/9 ~ Inspector lor Building Dept. DO NOT REMOVE THIS TAG FORM WR6.22 BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at d/Z~{/tJ;: ~~dOvI I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: ArJc:;.ot ),n:;h.,-. 220 +- )/0 viJl-lets You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date /0 - 6/- r~ h? ~pector lor Building Dept. DO NOT REMOVE THIS TAG FORM WR6.22 Wf'i:;:ii' ~,L'ijt: ii., LL:lc.:-:,:rt tx,l[ r(~CcIF 1 (f~i::f (;i}{:'~i: :Ei,-nJ.'! t,-, TI: i",fG ! !~,~ ;:;-. MF:'~T f.~ECEI;)n, "'.~','7' ,,_, !UIHL i,!'-:uu!,n ,:::.:' , i)!..' AhOUHT .... :)IJ ::Q" ~jC; DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 8007 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE ~~ ~. '.. .0.. ate: 10/20/98 7500 WEST 29TH AVENUE , WHEAT RIDGE, CO 80215 ~Zaj' ~ "7 Property Owner: Property Address: 3185 & 3195 Kendall Contractor License No. : 19603 Company: Blicharz Electric OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 3038216668 Phone: 6741973 (OWNER)(CONTRACTOR) SIGNED DATE Total: $300.00 $25.00 $0.00 $4.50 $29.50 Construction Value: Permit Fee: Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that alt measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. Use: Description: Temporary panels BUILDING DEPARTMENT USE ONLY ....... Approval: Zoning: SIC: Sq. Ft.. -- Approval: ....--I11III Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or reg~tion. f) Iljt} c/o t ) 7r(~ Chief Building InMpector . THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION l-~."":" ~ OEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 8007 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 10/20/98 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address: 3185 & 3195 Kendall Contractor License No,: 19603 Company: Blicharz Electric OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 3038216668 Phone: 6741973 Construction Value: Permit Fee: Plan Review Fee: Use Tax: Total: $300.00 $25.00 $0.00 $4.50 $29.50 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 a~ree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat f'{idge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Use: Description : Temporary panels BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft.: Approval: Zoning: Approval: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Rid~e, Colorado or any other applicable ordinances of the City. This permit shall expire If (A) the work authOrized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Insfeetor twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases 0 the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. /) /YJt'rY~u/) /jJ Chief Building I spector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION (1) (2) (3) DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 8007 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 10/20/98 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address: 3185 & 3195 Kendall Contractor License No.: 19603 Company: Blicharz Electric OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 3038216668 Phone: 6741973 (OWNER)(CONTRACTOR) SIGNED DATE Total: $300.00 $25.00 $0.00 $4.50 $29.50 Construction Value: Permit Fee: Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. Use: Description: Temporary panels BUILDING DEPARTMENT USE ONLY -- Approval: Zoning: IIIIIIBIIIIII1I Approval: SIC: Sq. Ft.: _____I Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire jf (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permIt may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shalt be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The issuance of a permit or the approval of drawings and speCifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. (1) (2) (3) " f) O~) ( .. YC//(jj Chief Building Jfispector THIS PERMIT VALID ONLY WHEN SIGNED BYTHE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION /1 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: ~/!/6"'~C~NcS: r- Property Address: .3'/9S ~A/.c;:J~L-- Contractor License No. : /9"'6c;; -3 . n o. o' . . Company : ~/C~~~ 6..c.? r: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: gZ/ 66 6C3 Phone 674-/'7"73 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 measurem s shown. and allegations made are accurate; that I have read and a~ree to abide by all itions printed on this application. and that I assume full res onslbiJity f complian with e Wheat Ridge Building Code (U.B.C.) and all other app. e -t e or a , f ark under this permit. Construction Value: Permit Fee: c';JD,oO " o-l5~ Use Tax: Description: ~. A,(/gt:- Total: so.oo (OWNER)(CONTRAC Use: BUILDING DEPARTMENT USE ONLY ~Qltlq-~omm~.n~J Approval: Zoning: ID!]R1mmcomments;! Approval: c...lIJ5I@1.\Y.Q~~~.9Jl)l!!~n~ Approval: Occupancy: Walls: SIC: Sq. Fl: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval : Expiration Date: Approval: Expiration Dale: Approval: (1) (2) (3) This permit was issued In accordance with the provisions set forth in yopur application and is subjed. to the laws of the State of CoIcxado and to the Zoning Regulations and Building Code of VVheat Rid~e, Colorado or any other, applicable ordinances of the City. This permit shall expire if (A) the work authonzed is not commenced wiUUn sixty (60) days from Issue dale or (8) the building authorized is $USpended or abandoned fol" a period of 120 days. . It this permit expires, a new permit may be acquired for a fee of one-half the amount normally required. provided no changes have been or win be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No wor1< of any manner shall be done that will change Ule natural now of water causing a drainage problem. Contrador shall notify the Building Inspector twenty-four (24) hours in advance fO( all inspeCtions and shall receive written approval on inspection card before proceediing with successive phases of Ule job. The issuance of a pennit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes 0( any other ordinance, law, rule or regulation. (4) (5) (6) For Mayor Chief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Building Permit Number: 7650 Job Address: 3185 & 3195 Kendall Description of Permit: New two family dwelling (duplex) Inspection List I Number! Tvee I Date [ Aooroval[ Remarks I 19199 Footina 9/9/98 okldm 19747 Damo - Wall 10/12/98 oklbo 20685 UP 12/15/98 oklbo waterline 20966 RF 1/15199 dis/dm 20967 RM 1/15/99 dis/dm incl RP 20968 RE for 3195 onlv 1/15/99 dis/dm 20970 INS 31950nlv 1/18/99 dis/bo 21022 RE 1/19/99 okldm 3195 only 21023 RF 1/19/99 okldm 31950nlv 21024 RM 1/19/99 okldm 3195 only .. Building Permit Number: 7650 Job Address: 3185 & 3195 Kendall Description of Permit: New two family dwelling (duplex) I nspection List I Numberl Type I Date II Approval I Remarks 21025 RP 1/19/99 ok/dm 3195 on Iv 21080 RE - 3185 onlv 1/22/99 ok/dm 21088 RF on 3185 1/22/99 ok/be 21089 RM on 3185 1/22/99 ok/be 21090 RPon3185 1/22/99 ok/bo 21091 INS 3185 late as Dossible 1/22/99 ok/be 21151 INS 3195 onlv 1/27/99 ok/be 21188 DWS on both 2/1/99 dis/be 21194 METER RELEASE X2 2/1/99 ok/ba release 21255 DWS on 3195 only 2/5/99 .. Building Permit Number: 7650 Job Address: 3185 & 3195 Kendall Description of Permit: New two family dwelling (duplex) I nspection List I Numberll Type II Date II Approval I Remarks 21256 DWS 3185 only 2/8/99 dis/bq 21312 DWS 2/10/99 DIS/BG 21347 DWS reinsoect DURA ROCK 2/12/99 ok/ba an dura rock reinsoect 22553 FE 5/7/99 OKlBB "Builder lost both sian off cards" 22985 F-GRADE 6/15/99 0)C:6! ..... 23790 FE on 3195 only 8/27/99 dis/dm 23791 FP on 3195 only 8/27/99 ok/dm 23792 FM on 3195 onlv 8/27/99 ok/dm 23793 FF 3195 onlv 8/27/99 dis/dm 23815 FF 3195 ONLY. FE:. 8/30/99 CJl::.~ .. Building Permit Number: 7650 Job Address: 3185 & 3195 Kendall Description of Permit: New two family dwelling (duplex) I nspection List Remarks .. f~~~~,."" ,..j,..J~ PLANNING AND DEVELOPMENT Building Permit Number: 7650 ECTION DIVISION - 235-2855 OF WHEAT RIDGE Date: 8/18/98 WEST 29TH AVENUE T RIDGE, CO 80215 Phone: 909-4296 Phone: 909-4296 OWNER/CONTRACTOR SIG TURE OF UNDERSTANDING AND AGREEMENT Construction Value: liNO/JII:!4.W: Fee : PI!. 1_" Fee : Use Tax: $205,000.00 $1,420.00 $100.00 $3,075.00 $4,595.00 Total: Use: Description : mily dwelling (duplex) BUILDING DEPARTMENT USE ONLY SIC: Sq. Fl : 3900 Proposed duplex complies With R.2 development requirements (31% coverage) 1 street tree per every 70' of street frontage required Note corrections and construct duplex see attached P.W. comments Approlial : GK Occupancy: mfr Walls: Roof: Stories: Residential Units : 2 Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: . Approval: Expiration Date : Approval: Expiration Date : Approval: (1) This pennII __In _ the provtstons set lorth In yopur appIlcallon.nd Is sublec:t to the laws of the state 01 COlorado and to the Zoning ~_ 8tI!lBuUdlna \M1eat R_, cotorado or.ny other .(lIlIIcabla ordinances 01 the CIty. (~) ThispermllOh8U expire WI,) the WO!k ._Is not commenced _In 8bcty (80) days from Issue - or (8) the building authoriZed Is suapended or _for.periodol 20'~. . (3) If this pennlte>ql/ro8, a ll"ni'II may be acq_ for. rea of one-haII the amount nonnaIly ,.qulnld, _ no cllangeo haW been or wID be_In the original ptana and ,~ any suaoenalon or abandonment h.s not _ one (1) year. 11 changes .ra _ or W suapenaton or'- _one(l)V-,1uII ....I,bepaldfor.newpermll (45l No _ of any '""""'" " be done thai will changl! tho natural flow ofwalar causing. drainage probIam. ( Cordrabtor _notify the uRdlng 1nO_ -.ty-lCur (~4) I1oulO In advance for.1I fnapactions.nd _1_ _ _I on InapactIon cord_ (6) =~.,. permit .c:.:::'~.fI'~ and spac:lllcallona 0h8U not be construad to be. permit for, nor an _I of. any _ of tho provIslons of tho building tcdes or Olher oOIIoonce, law, rule or reQuIaIIon. ~ Chief Building Ins For Mayor THIS PERMIT V UD ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 7650 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 8/18/98 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address: 3185 & 3195 Kendall Contractor License No. : 20016 Company: J.D.H.D. Construction L.L.C. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 909-4296 Phone: 909-4296 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules Of 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 ditions printed on this application, and that I assume full responsibilit f r com lian wi the Wheat Ridge Building Code (U.B.C.) and all other appli eat ge I 5 r work under this permit. DATE /. Construction Value: Permit Fee: Plan Review Fee: Use Tax: $205,000.00 $1,420.00 $100.00 $3,075.00 $4,595.00 Total: Description: ~ New two family dwelling (duplex) Use: BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft. . 3900 Approval: SM Zoning: R-2 Proposed duplex complies with R-2 development requirements (31% coverage) 1 street tree per every 70' of street frontage required Note corrections and construct duplex see attached P.W. comments Approval; GK-_ cupancy : mfr Roof: Stories: Residential Units: 2 Electrical License No: 19603 Company: Blicharz Electric Expiration Date: 2/28/99 Approval: Plumbing License No : Company; Mechanical License No : Company: Expiration Date; Approval: Expiration Date: Approval: (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Rid~e, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the wor!< authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pennit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the BUilding Inspector twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases ofthel"Ob" The issuance of a permit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. (1) (2) (3) Chief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-593324 HOURS PRIOR TO INSPECTION PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS Date ~ It 4 I "I~ I I Applicant --;:f' ~t:> Location of Construction (address) ~ I 1'5 Purpose of Construction l'\c...... d",? l~ Building Permit Value $ 'Z co '> 0 co 00 , , , ~\'\'5 , Phone # ~nI>__""" ~o'1 - '\"2. "'\(,. ST. ""...1+'- - f-i Ii. Commercial L Residential DEVELOPMENT REVIEW FEES (this section to be completed by City) Development Review Processing Fee: $50.00 oc:. $ 1)0. - Single Family Residential Review Fee: $25.00 [includes review of construction drawings for improvements in public right-of-way] $ "'-0- Multi-Family/Commercial: .$50 minimum fee [confirmation of existing technical documents]. $500.00 maximum fee [includes review of construction drawings for improvements in public right-of-way, review of preliminary/final drainage study and erosion control plan(s) if required] Flood Plain Variance: Class I = $75.00 Class II = $150.00 $ S"O.~ $ _ C>- $ -0 - $ - Q- $ 0- $ 0- $ -0 - Site Plan: $50.00 (Not applicable for single family residential) Right-of -WaylEasement $40.00 + $5.00/page recording fee Development Agreement Residential = $50,00 Commercial = $100.00 . State Highway Access Pennit $75.00 application fee Traffic Impact Review & Report $100.00 processing fee at:> TOTAL REVIEW FEES: (due at time of building permit issuance) $ I 00 . - Please note that additional fees will be assessed for those pennits related to construction of public improvements. If you have any questions, please feel free to contact the Development Review office at 235-2868. Signature of Applicant Date rhyAy { I DEPARTMENT OF PUBLIC WORKS BUILDING PERMIT APPLlCA TION REVIEW Date: !.! 14 f\~ Case/Building Permit No.: Location: ~\~S t "3\"\5" \{~c,,'-'- ~. . Attention: Building Department I have reviewed the attached materials submitted in application for approval of a 1"\" -, d4>l e-,>, at the above referenced address. Please note the summary comments below. 1. ~ 2. __ 3. ---- 4. --=:=. Boundary Closure: Drainage: a. Drainage plan and report needed b. Drainage plan not needed _ c. Drainage provisions have been reviewed and are found to be: , ~ OK _ Not OK; refer to stipulations. NPDES Permit Required: _ Yes ~ No Legal Description: --K.. OK _ Not OK; refer to stipulations. If not OK, please explain: ~ OK _ Not OK; refer to stipulations. 5. ...c::. Public Improvements: a. street paving needed: ~ Yes b. curb and gutter needed: -2L Yes sidewalk needed: ~ Yes street lights needed: ..1L. Yes storm sewer needed: ~ Yes escrow required: -.K.. Yes escrow is requ' d, ~s:..what improvements? Amount of escrow: e. '",c.d 6.....--- Development Agreement required: ___ If Yes, for 7. Traffic impact analysis and report required: 8. -:;;:- State Highway Access Permit needed: 9. -- New roadway or alley R.O.W. dedication recommended: If yes, what is recommended? 10. ----- Ail exist" dicated roadways/alleys meet the standards of the City:_ Yes . / X N<? IfQo, 'ch 0 not and hat IS requested: ')c-t: C~~~ it "i f...... ~.....,.c\...\l S+. ..,pc. '" ~ APP OV : The Pu IC W~rks epartment has reviewed this request and hereby gives its appr subject to e above a or attached stipulations. . - I $. J 14 J <<t ~ Signa re Greg udson Date . , NO APPRO AL: The Public Works Department has reviewed this request and does not give its approval for the reasons stated: _No _No _No _No _No _No ~ ?-a'e\,~ l'flilI'\p",.yeot\ ~ oJ."'j Yes ~No Yes Yes _ Yes ....k... No ..2C... No ......k.. No 11. --=:;" 12. ~ SilJ"ature Greg Knudson Date 13. Stipulations attached: Yes ~No L'.\. 14. ~. Summary Comments: ~ "'Ct. +cc1 \. , &("' C-.. ~. 1-' '0....,. c.. c. <- of' 0""1 c:...o. , s~......." Co 0..."'1 C:\..formslbldpnnt2.frm P~IT TRACKING FORM ADDRESS .Jl ~ ..r 3lct5 ~j!' (J,lec LI DATE SUBMITTED{ r \ l- 0~ PERMIT NUMBER-.:] (;;50 TYPE OF PERMIT mu \ ~ I r-{'.<IY'i iL{ - IV uJ CONTRACTOR \ (:) H 0 PHONE---.9{)Q- 4.;:;2Yly OWNER--tlC. \ - '! PHONE TYPE'OF REQUEST =0f l d ~~-h (j l.\{jVV\..Q co) . ( Iff\( 1\ -h i=fA iYl dJ..d "~^~D f:J -lSqS DATE AND REASON FOR PERMIT DENIAL REQUIRED CONDITIONS MET PRIOR TO PERMIT APPLICATION 7 YES NO N/A CONDITIONS OF APPROVAL DATE IN LY -l\ -~ 'i( 7 -02t>1 '?,-I L\ - f\ B-\'3-Q'O DATE OUT P OUT POr ICUl 10-25 5\l.\ -~'2, ~ f3/I+(tt,'b C6/L-- (l.t.. ULt..W / BUILDING DEPARTMENT ;zf ENGINEERING DEPARTMENT ;z1 PLANNING DEPARTMENT 0 FIRE DEPARTMENT 0 CITY ARBORIST 0 POLICE DEPARTMENT JA SEWER DISTRICTl!\\\J.'EAT RIIY-fr ;z{ WATER DISTRICT \1;-..\A'2Ai ~\(,(.,t 0 OTHER B- \-:>, - o,?-, f\- \ ~ - C\R p.,,\1.\ -C\'2, (~ CERTIFICATE OF OCCUPANCY I CERTIFICATE OF COMPLETION DATE IN '/ D~T:;OUT e" _=>r ,- C\ Q 2.'::::' \I.. ~. ENGINEERING DEPARTMENT o PLANNING DEPARTMENT o FIRE DEPARTMENT DATE CERTIFICATE OF OCCUPANCY I CERTIFICATE OF COMPLETION ISSUED TEMPORARY CERTIFICATE OF OCCUPANCY DATE IN DATE OUT o BUILDING DEPARTMENT o ENGINEERING DEPARTMENT o PLANNING DEPARTMENT o FIRE DEPARTMENT PLANNING ESc;ROW CONDITIONS ,~MOUNT ,. ENGINEERING ESCROW CONDITIONS AMOUNT DATE EXPIRED . DATE TEMPORARY CERTIFICATE OF OCCUPANCY ISSUED Code Consultant Group 1245 Rock Creek Circle Lafayette, CO 80026 TEL: 303-665-9893 FAX: 303-665-2160 BuDding Code Review Duplex 32" and Kendall Wheat Ridge, Colorado 98012 July 15, 1998 DATE: REFERENCE: PROJECT NAME: PROJECT LOCA nON: ARCHITECT: CONTRACTOR: PLAN REVIEWER: PROJECT INFORMATION July 15, 1998 98-PG DUPLEX 32ND and Kendall Wheat Ridge, Colorado Bloodgood Sharp Buster Plan Service, Inc. 3001 Grand Avenue Des Moines, Iowa 50312 (515) 283-2033 J.D.H.D. Contact: John Kennedy 3117 Highway 46 Black Hawk, CO 80403 TEL: (303) 582-0305 Code Consultant Group 1245 Rock Creek Circle Lafayette, CO 80026 TEL: (303) 665-9893 FAX: (303) 665-2160 REVIEW CRITERIA OCCUPANCY CLASS: R-31U-l TYPE OF CONSTRUCTION: V-N USE(s): Single-family dwelling! Private garage EXTERIOR WALL FIRE-RATING: I-hour with no openings when closer than 3 feet from property line REQUIRED INTERIOR FIRE-RATING: Under stairs ifused for storage, house/garage occupancy separation COMMENTS 1. If any exterior wall is located closer than 3' from a property line it must be constructed of I-hour fire-resistive construction and may not have openings. 2. The house/garage wall is not shown to be fire-rated and is required to be. One layer of 5/8 " type "X" drywall is required on the garage side extending past the garage ceiling, through the attic to the roof deck. 3. The house/garage door must be a 20 minute fire-rated self-closing assembly. 4. All bedrooms must have at least one egress window which, when fully opened, will have a net clear area of not less than 5.7 sq. ft. and have a sill height of not more than 44" above the floor. The minimum horizontal dimension of the egress window is 20" the minimum vertical dimension is 24" with a total of5.7 sq.ft. 5. Provide an attic access 22" x 30" in a readily accessible location. 6. Add smoke detectors in each bedroom. 7. A G.F.I. outlet is required within 6' of the kitchen sink. 8. Base footing elevation should be set a minimum of 3' above groundwater and the foundation design should be compatible with soil conditions. A soils report, ifnot already provided, would be highly recommended. In addition, an open hole inspection by the soils engineer is recommended to verifY actual soil conditions encountered at bearing elevation of the footing. .' I~ . .' ~ 'nl E.O. CHURCH, INC. ENGINEERS & GEOLOGISTS SOILS AND FOUNDA1'ION INVES'rIGA1'ION PROPOSED DUPLEXES 3091 KENDALL STREET LOTS 16 AND 17, JALAMAR SUBDIVISION JEFFERSON COUNTY, COLORADO Prepared for: JDHD CONSTRUCTION ATTN: JOHN KENNEDY 3117 HIGHWAY 46 BLACK HAWK, CO 80403 JOB NO. 9742 JUNE 10, 1998 925 East 17th Avenue. Denver, Colorado 80218-1407 (303) 632-9692 FAX (303) 632-3517 p.o. Box 2869 . Evergreen, Colorado 80437-2869 (303) 674.0660 "AX (303) 674.0613 TABLE OF CONTENTS SCOPE CONCLUSIONS PROPOSED CONSTRUCTION SITE CONDITIONS INVESTIGATION SUBSURFACE CONDITIONS BUILDING FOUNDATIONS LATERAL LOADS SLAB-ON-GRADE CONSTRUCTION SUBSURFACE DRAINAGE SURFACE DRAINAGE LIMITATIONS FIG. 1 - SITE PLAN AND LOCATION OF EXPLORATORY FIG. 2 - LOGS OF EXPLORATORY BORINGS FIGS. 3 -8 - SWELL-CONSOLIDATION TEST RESULTS 1 1 2 2 2 3 4 5 5 6 6 7 BORINGS SCOPE This report presents the results of a soils and foundation inves- tigation for two proposed duplexes planned at 3091 Kendall Street, Wheat Ridge, Colorado. The legal description for the property is Lots 16 and 17, Jalamar Subdivision, Wheat Ridge, Colorado. The purpose of our investigation was to evaluate subsurface conditions at the site. - The report includes a description of soil and ground water conditions encountered in the exploratory borings, recommended foundation sys- . . terns, allowable soil pressures, and recommended design and construc~ tion criteria influenced by the subsurface conditions. The report is based on data developed during the field and laboratory investigation and our experience. A summary of findings and recommendations. is pre- sented below. CONCLUSIONS 1. Subsurface conditions encountered in our borings consisted of 1 to 2.5 feet of silty, clayey, gravelly sand fill; underlain to 12 to 13.5 feet by sandy, silty clay with sandy, clayey silt and clayey, silty sand layers; underlain to the maximum depths ex- plored of 25 to 30 feet by claystone/sandstone bedrock. 2. Free water was encountered at a depth of 22 feet in Test Hole (TH)-l at the time of drilling, and TH-2 was dry during drilling. The borings were checked shortly after drilling, and water was measured at a depth of 19 feet in TH-l after 30 minutes, and at a depth of 28 feet in TH-2 after 10 minutes. When the borings were checked 1 day after drilling, water was measured at a depth of 6 feet 3 inches in TH-1, and at a depth of 6 feet 6 inches in TH-2. 3. We recommend the proposed structures be constructed with a spread footing foundation system. Design and construction cri- teria are given in the body of the report. Due to relatively high ground water levels on the site, some stabilization of the foun- dation subgrade may be necessary, as discussed in the report. 4. The soils at proposed slab elevation are suitable for support of slab-on-grade construction, with a low risk of slab heave due to expansive soils. We understand a wood structural floor over a crawl space is planned for the structures at this time. 5. We recommend the establishment of positive drainage down and away from all foundation walls. Drainage precautions for the crawl space are discussed in the report. 2 PROPOSED CONSTRUCTION Two duplex buildings are planned for the two lots, but we did not have a site plan indicating the exact location of the buildings at the time of report preparation. The buildings will be two story frame structures with concrete foundations. A full or garden level basement was initially planned for the structures, but we understand the plans were changed to a crawl space after learning of the water levels mea- sured during our investigation. A concrete slab-on-grade floor in the, basement was initially planned, but this was also changed to a wood structural floor over a 3 foot crawl space. Exterior flatwork will still include concrete slabs on grade. Construction loads are expected to be light to moderate. SITE CONDITIONS The site is located in a developed residential area of Wheat Ridge, Jefferson County, Colorado. The site area generally slopes to the south but the lots appear have been filled, altering the local topography to a benched appearance. Slopes in the area range from 2 to lO percent to the south. The fill which was placed is gravelly at the surface of the vacant lots, with a few sparse weeds. The open lots the south of the site have a heavy cover of grass by comparison. INVESTIGATION Subsurface conditions were investigated by drilling two explora- tory borings at the locations presented on Fig. l. The borings were advanced using a 4 inch diameter continuous flight auger powered by a CME-45 drilling rig. Logs of the soils encountered are presented on the Logs of Exploratory Borings, Fig. 2. Samples were taken at gener- al 5 foot intervals using a California Sampler. A California Sampler is a 2.5 inch outside diameter by 2 inch inside diameter device. The 3 number of blows required to drive the sampler into the soil is known as a penetration test. The number of blows required for the sampler to penetrate l2 inches can be evaluated and gives an indication of the consistency or relative density of the soils. The results of the pen- etration tests and logs of the soils encountered are presented on the ~ Logs of the Exploratory Borings. Samples were returned to the labora- tory where they were visually classified and appropriate testing was assigned to evaluate the engineering properties of the soils. Labora- tory tests consisted of six natural moisture-density tests, six swell- consolidation tests, and six percent finer than the No. 200 sieve analyses. The results of the laboratory tests are presented on Figs. 2 - 8. SUBSURFACE CONDITIONS ~ Subsurface conditions encountered in our borings consisted of l ~. , to 2.5 feet of moist, dense, silty, clayey, gravelly sand fill; under- lain to l2 to l3.5 feet by moist, stiff to very stiff, sandy, silty clay with sandy, clayey silt and clayey, silty sand layers; underlain to the maximum depths explored of 25 to 30 feet by moist, hard to very hard claystone/sandstone bedrock. Free water was encountered at a depth of 22 feet in Test Hole (TH)-l at the time of drilling, and TH-2 was dry during drilling. The borings were checked shortly after drilling, and water was measured at a depth of 19 feet in TH-l after 30 minutes, and at a depth of 28 feet in TH-2 after lO minutes. When the borings were checked l day after drilling, water was measured at a depth of 6 feet 3 inches in TH-l, and at a depth of 6 feet 6 inches in TH-2. The upper soil above the bedrock has layers of soft, silty clay to clayey silt which consolidate when loaded and wetted, as indicated 4 in Fig. 3. A sample of sandy, silty clay from TH-1 at a depth of 4 feet consolidated 3.9% when wetted under a surcharge pressure of 1000 pounds per square foot (PSF) , with a consolidation of 6.1% under a load of 3000 PSF. The other samples of the upper soils exhibited less consolidation when wetted under a surcharge of 1000 PSF, with consoli- dations of 1.1% to 1.9%. The claystone/sandstone bedrock also consol- idated when loaded and wetted. In general, the soils and bedrock at the site have a nil swell potential when wetted under present moisture and density conditions. BUILDING FOUNDATIONS The soils at proposed foundation elevations of 3 feet to 4 feet below grade consist of stiff to very stiff sandy clays, with layers of softer, looser soils in some areas, such as TH-1 at 4 feet. Ground water was noted to be relatively shallow on the site, on the order of 6 to 6.5 feet below the present ground surface. We believe the structures should be constructed with a spread " footing foundation system supported by the native clayey, sandy soils, . , below any fill on the site. We recommend footings be designed for a maximum allowable soil bearing pressure of 1000 PSF. The spread foot- ing foundation system should be designed and constructed to meet the following criteria. 1. All footings must be supported by undisturbed native sandy, clayey soils, below any fill on the site. Soil loosened by the excavation process should be removed from the footing areas prior to placing concrete. Since loose or wet soils may be encountered in the foundation excavations, some stabilization of the subgrade may be required. A typical method is to use a compacted mat of crushed 1-1/2 inch gravel below the footing, 6 to 12 inches thick. A representative of our office should observe the footing excavations to confirm footings are supported by suitable soil and recommend appropriate stabilization, if necessary. .. 2. Care should be taken when excavating the foundations not to disturb the foundation subgrade soils. Tracked equipment should be used in the excavation to minimize contact pressures, and the footings should be carefully excavated. Excavation from above 5 the excavation with a backhoe is another way of limiting distur- bance of the footing subgrade. 3. We recommend minimum footing widths of at least 16 inches for continuous footings, and 24 inches square for concrete pads which support columns. Larger sizes may be necessary depending on the load of the structure. Continuous footings and foundation walls should be well reinforced to span local anomalies in the subsoil. We recommend reinforcement adequate to span an unsupported length of 10 feet for all foundation walls. 4. We recommend footings be protected from frost action. Foot- ings should be covered with a minimum of 3 feet of soil for frost protection. As discussed above, the open excavation for the footings should be observed by a qualified soils engineer. LATERAL LOADS Below grade walls must be designed for lateral loads, as applica- ble. We recommend an "active" equivalent fluid pressure of 45 pounds per cubic foot (PCF) , an "at rest" equivalent fluid pressure of 55 PCF, and a "passive" equivalent fluid pressure of 250 PCF. These loads do not include surcharge or hydrostatic loads, and assume a level backfill surface. A foundation drain should be installed behind con- tinuous foundation walls deeper than 4 feet deep to relieve potential hydrostatic pressure, as indicated on Fig. 9. SLAB-ON-GRADE CONSTRUCTION The soils encountered are suitable for support of slab-on-grade construction, with a low risk of slab movement due to expansive soils. Although slab-on-grade floor were initially planned, we understand the first floors will now be wood structural floors over a 3 foot crawl space. We are presenting recommendations for support of slabs on grade if plans change and for exterior flatwork. The existing fill should be checked during construction for any organic or deleterious materials, and these materials removed if en- countered and replaced with suitable structural fill prior to placing 6 the floor slab. After the grading for the slab is completed, the slab subgrade should be compacted to a minimum of 95% of the maximum stan- dard Proctor dry density, as determined by ASTM 698, within 2% of the optimum moisture content. We recommend slabs be constructed as "float- ing" slabs as a precaution, although the slabs could be connected to the foundation if required with a low risk of slab movement due to potential heaving. We recommend a 6 inch gravel layer be placed below the floor slab to break capillary moisture rise, and a plastic membrane (visqueneJ be placed above the gravel and below the concrete to minimize moisture vapor transmission through the concrete floor slab. The gravel layer should be tied to the subsurface slab drain if deeper than 4 feet. SUBSURFACE DRAINAGE We recommend the installation of an exterior foundation drain below any continuous foundation walls if deeper than 4 feet. The drain should be constructed similar to the details presented on Fig. 9. The drain should lead to a gravity discharge or to a sump where water can be removed by pumping. We recommend drainage provisions be provided in the crawl space area during construction, by sloping the soil to a low point which can be fitted with a sump pit and pump of water is noticed in the crawl space during or after construction. Use of a visquene layer on the soil in the crawl space will help reduce mois- ture levels, and the crawl space should be well ventilated to reduce moisture. SURFACE DRAINAGE Performance of the foundation soils is, to a large degree, influ- enced by water controlled by surface drainage. Any roof downspouts must not discharge below grade. We recommend the following precautions 7 be observed during construction and be maintained at all times after the addition is completed. 1. Excessive wetting or drying of the open foundation excava- tions should be avoided as much as possible during construction. '- 2. The ground surface surrounding the exterior of the structure should be sloped to drain away from the structure in all direc- tions. We recommend a minimum slope of 12 inches in the first 10 feet. " 3. Backfill around the foundation walls should be moistened and compacted to at least 90% of standard Proctor maximum dry densi- ty. Any settlement of backfill around the structure which occurs after construction should be immediately repaired to avoid the risk of surface water entering the foundation soils. 4. Roof downspouts and drains should discharge well beyond the limits of all backfill. LIMITATIONS The borings were located to obtain a reasonably accurate founda- tion picture. Variations in subsoil conditions not encountered in the borings are always possible. We recommend the open excavation be ob- served by a representative of our office. This is especially important for this site, due to the relatively high ground water levels record- ed. The cost of these services is not included in the report. If we can be of further service in discussing the contents of this report, or in the analysis of the influence of subsurface condi- tions on the design of the structures, please call. The engineer for this project is David Cushman. 3 copies sent E. O. CHURCH, INC. t]JZJ1 Edward O. Church, EOC/dac . ., JOB NO. 9742 PROPOSED DUPLEXES LOTS 16 AND 17 JALAMAR SU3DMSION JEFFERSON COUNTY. COLORADO 32ND A VENUE ,-------------------- ~ , , R.OW. , ~---------------___i . TH-I ~;; :: --------------------1 i if) -' :i a z w "" . TH-2 L_______________________-.I SITE PLAN AND LOCATIONS OF EXPLORATORY BORINGS SCALE 1 . = 30 . FIG. I TH-I TH-2 24/12 o 8/12 15/12 WC - 20A WC - 185 5 DD - 104 I DD - III - -200 - 65 --=- -200 . 51 I . - . 0 21/12 10 WC - 23.3 DD - 102 -200 - 70 l- I- W W W W LL '10/10 LL 5 15 :r: 0 WC - 28.3 :r: I- DD - 93 I- CL - "- w -200 - 33 w 0 0 30 MIN. - 20 20 0 - 25 50/7 25 WC - 14.2 DD - 113 -200 - 67+ 10 MIN. EXPLANATIONS' - ~ FILL - SAND. SILTY. CLAYEY. GRAVELLY. 30 MOIST. DENSE. BLACK. BROWN. GRAY D CLAY. SANDY. SILTY WITH SANDY. CLAYEY II CLA YSTONE/SN'iDSTONE. MOIST. HARD TO . SILT AND CLAYEY. SILTY SAND LAYERS. VERY HARD. OLIVE. ORANGE-BROWN. BROWN . MOIST. STIFF TO VERY STIFF. BROWN. GRAY. P 24/12 INDICATES THAT 24 BLOWS OF A 140 POUND HAMMER FALLING 30 INCHES WERE REQUIRED TO DRIVE A 2.5 INCH OD. SAMPLER 12 INCHES 0 INDICATES DEPTH TO FREE WATER AND THE NUMBER OF DAYS AFTER DRILLING - MEASUREMENT WAS TAKEN .2. INDICATES DEPTH TO CAVE AND THE NUMBER OF DAYS AFTER DRILLING MEASUREMENT WAS TAKEN NOTES' I. THE EXPLORATORY BORINGS WERE DRILLED ON 5-21-98 USING A 4-INCH DIAMETER CONTINUOUS FLIGHT AUGER POWERED BY ACME 45 DRILLING RIG 2. we - WATER CONTENT (%) DD - DRY DENSITY (PCF) -200 - PERCENT OF FINES PASSING THE NUMBER 200 SIEVE. JOB NO. 9742 LOGS OF EXPLORATORY B~NGS RG. 2 7 6 e 4 c 0 .in c 3 0 a. '" w 2 ~ "'" ~ - "- " ? NO MOVEMENT UNDER CONSTANT PRESSURE DUE TO WETTING ~ - "\ \. '\ 0.1 1.0 10 100 APPLIED PRESSURE - ksl Sample 01 CIAY, SANDY, SILTY from TH-1 @ 4 FEET Natural Dry Unit Weight' 104 pel Natural Moisture Content = 20.4 percent ~ 0 2 c 0 '" '" .. 3 ~ a. E 0 U 4 5 6 7 B JOB NO. 9742 Swell - Consolidation Test Results FIG. 3 6 ~ 4 c: 0 'in c: 3 0 0. >< w 2 (/!. 0 2 c: 0 If) If) .. 3 ~ 0. E 0 c..> 4 5 6 7 B JOB NO. 9742 7 . ---- -. V --CONSOLIDATION UNDER CONSTANT r--. ~ - - PRESSURE DUE TO WETTING ',/ ....... ~ "- r\ :. 0.1 1.0 10 100 APPLIED PRESSURE - ksl Sam pie 01 CLAY, SANDY I rorli'H-1 @ 9 FEET Natural Dry Unit Weight" 102 pel Natural Moisture Cont ent ; 23.3 percent Swell - Consolidation Test Results FIG. 4 6 ~ 4 c 0 '.. c 3 0 Co '" W 2 " cf. 0 2 c 0 "' "' '" 3 ~ a. E 0 u 4 5 6 7 8 JOB NO. 9742 7 .......CONSOLlDATION UNDER CONSTANT ./ -- ---- ;; PRESSURE DUE TO WETTING t-- --- ..... ..... ~ '-. ...... 0.1 1.0 10 100 APPLIED PRESSURE - ksl Sample 01 ClAYSTONE from TH-1 @ 24 FEEl' Natural Dry Unit Weight' 113 pel N.atural Moisture Content: 14.2 percent Swell- Consolidation Test Results FIG. 5 6 5 4 c: 0 .in c: 3 a a. >< W 2 <f!. 0 2 c: 0 V> V> <I> 3 '- a. E 0 <.) 4 5 6 7 8 JOB NO. 9742 7 - ---- V CONSOLIDA nON UNDER CONSTANT t-- I'---t--. ~ PRESSURE DUE TO WETTING ,/ --.. ~ .......... 0.1 1.0 10 100 APPLIED PRESSURE - ksl Sample 01 CJ..J\.Y, VERY SANDY from TH-2 @ 4 FEEr Natural Dry Unit Weigh! ' 111 pet Natural Moisture Content ::: 18.5 percent Swell - Consolidation Test Results FIG. 6 7 6 5 4 c 0 'w c 3 0 a. >< W 2 . !/:ONSOLlDA T10N UNDER CONSTANT / PRESSURE DUE TO WETTING -- - ;; --i-- i- --..... ~ '- "- 0.1 1.0 10 100 APPLIED PRESSURE - ksl Sample 01 CLAY, SA.1\j!)Y from TH-2 @ 9 PEEr Natural Dry Unit WeilJht: 107 pef N.atural Moisture Content: 19.0 percent ff. 0 2 c .2 '" '" '" 3 ~ a. E 0 U 4 '. 5 6 7 8 JOB NO. 9742 FIG. 7 Swell - Consolidation Test Results 7 6 ~ 4 c 0 'w c 3 0 a. >< W 2 cf!. 0 2 c .~ '" '" '" 3 ~ a. E 0 U 4 5 6 7 8 JOB NO. 9742 ,/ CONSOLIDATION UNDER CONSTANT - r---. f "","ORe oue m WeTONG r-- -- ......- ~ ..... I'-..., ...... ~ 0.1 1.0 10 100 APPLIED PRESSURE - ksl Sample 01 CLAYSTONE/SANDSTONE from TH-2 @ 14 FEET Natural Dry Unit Weight' 93 pel N.atural Moisture Content = 28.3 percent Swell - Consolidation Test Results FIG. 8 Chief Building l'J'f>ector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPEC:rOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION (1) This permit was Issued in accordance with the provisions set forth in yopur application and Is subjec110 the laws of the State of Colorado and to the Zoning Regulations and Buildi"9. Code of Wheat RidC)e. Colorado or any other aj:lphcable ordinances of the CIty. (2) This pennit shall expire If (A) the work authoclZed is not commenced within sixty (60) days from Issue dale or (8) the building authorized is suspended 0( abandoned (or a period of 120, days. . (3) It this permit expires. a new pennlt may be acquired for a fee of one-half the amount normally required. provided no changes haV4! been or will be made in the original plans ar'ld specifications and any suspension or abandonment has not exceeded one (1) year, If changes are made 0(' if suspension or abcmdonment exceeds one (1) year, full fees shall be palcl (or 8 new permit. (4) No wori( of any manner shall be done that will change the natural now ofwaler causing a drainage problem. (5t Contractor shall notify the Building InspectOf' twenty-four (24) hours in advance for all inspections and shaH receive written approval on Inspection card before proceedi~ng with successive phases ot the!Ob. (6) The issuance of a permit Of the approval 0 drawings and specifICations shall nol be construed to be a permit fOl". nor an approval of, any violation 01 the provisions of the bui~e$ ~ other ordinance, law, rule or regulation. Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: Mechanical License No : Company: Plumbing License No : Company: Electrical License No : Company: Stories: ~Olilr:fmQOIDmllllJl;~ 5h+/IIj't;, . Approval: ~ l'rt.c0'yt ,:lv~(")C U'>'l.tfle'> ov.th Zoning: R. - 2. \Z"2 <-IN f"V) 4 (~-':""~' CoJ.eA""'''..i') ~rallf!m3omm.ell.~ i J\Mtt ~~ \JL1\f:,\)~'I.y\ l6~ "'t ~\.~ ~,.\\(J\\\0.c.Q t;\'l:G>\:~~& Approval: O? bLTi7 zr-/~-'S "-J 1 ,n\51rClWO~K~mm!ln~?~ ,bKTh~ ,? W. Ux-rIff\ : 'bl t4- I "\ ~ ,<... Walls: Roof: Approv Occupancy: . SIC' '.'--t ,'. .~ ~'~.,Ft.: RECENED ,; JUl'l 'I ,,'Iqq?, it>- 3'tcc i' I' ~' " ,~ , 1\\10' fNVIIL.f l>\IIreUA a-J& . I ~ ~ W<. .4ly. (DV.P'_t:Y / , BUILDING DEPARTMENT USE ONLY DescriP.tion : y~ (Y\ cJ +-L. --4- CvN--' Use: I hereby certify that the setback distances proposed by this pennit 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 0 abide by all conditions printed on this application, and that I assume full respons'bir for c,nee w"h the Whea, Ridge BUIlding Code (U.B.C.) and all other applicable Wheat idge rdl nces, for work under thi:. PTL ~' (OWNER)(CONTRACTOR) SIGNED . .,./ DATE~ jOIGA Total: <1595,00 $0.00 . z.o~'--"-''' / 1,4dD. 100. 3075' Construction Value: Permit Fee: GP Use Tax: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: f3">.$) or 0'1 -'-t 2(7 h Phone. . jLe~D-I/ ~roperty Owner : 1-f.~,I' f '~l q ::> ..,.>.- 3 \ 'i'r;- "';;;fYJ/& Company: 'S 0.~. \). Property Address: Contractor License No. : Date: DEPARTMENT OF PLANNING AND DEVELOPMEI BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 lit Number: High Plateau Truss, Inc. To: Ouotation 15595 Araphoe Dr. .Golden, CO 80403 KENNEDY CONST Loading; Phone: (303)278-9744 FlU: (303)278-39' ~ ~\-\ L , Page; 1 Project: Block No: , Date; OS-Il-l998 Model; Lot No: Projeot1D; 8kenndup Contact; Site: Office: Deliver To: Aoo:nmt No: Name: o..igner. be Phone: Salesperson: Bryan CoI"""" .ov; Spacing; T~tative neliverv Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH 22 A 19-6-0 ROOFlRUSS "00 1.6-0 1-6-0 ...<J>... 711bs. each 0.00 2 AGE 19-6-0 ROOF TRUSS .... 1-6-0 1-6-0 A1'f1lh.. nibs. each 0.00 ~ 12 B 48 -4-0 ROOF TRUSS 6.00 0-0-0 1-6-0 2401bs.each 2X6I2X6 350 ~ 2 B1 48-4-0 ROOF TRUSS .... 0-0-0 1-6.0 188 Ibs. each 2X6I2X6 3.50 s 12.4-0 ~ 2 B1GE 48 - 4- 0 ROOF TRUSS .... 0-0-0 1-6-0 196 Ibs. each 2X6I2X6 3.50 s 12.4-0 ~ 2 BGE 48-4-0 ROOF muss .... 0-0-0 1-6-0 245 Ibs. each 2X6I2X6 3.50 ~ 2 C 48-4-0 ROOF TRUSS .... 0-0-0 1-6.0 ,,- --... 245 Ibs. each 2X6I2X6 350 ~ 7 D 41-4-0 ROOF TRUSS 6.00 .-6-0 1-6-0 223 100. each 2X6J2X6 -2.90 ~ 1 DGE 22-7-8 ~OOF TRUSS 6.00 1-6-0 0-0-0 lSllbs. each 0.00 6 E 8-0-0 ROOF TRUSS .... 1-6-0 1-6-0 .-.. 291bs. each 0.00 cO-D-12 2 E1 7 -6-15 ROOF TRUSS 6.00 0-0-0 1.6.0 ~ 271bs. each 0.00 2 EGE 8-0-0 ROOF TRUSS .... 1-6-0 1-6-0 ........ 321bs. each 0.00 ~ 2 F 26-11-0 ROOF TRUSS .... 0-0-0 0-0-0 1221bs. each 2X6I2X4 3.50 cO-Do12 ~ 7 G 19-11-0 ROOF TRUSS 6.00 1-6-0 0-0-0 - 881bs. each 0.00 1 HGE 7-3.8 ROOF 'TRUSS .... 0-0-0 0-0-0 dlIb 321bs. each 0.00 3 J 18 -0-0 ROOF 'TRUSS 6.00 0-0-0 0-0-0 ~ 621bs. each 0.00 (1)2.PIy 2 JG 18-0-0 ROOF TRUSS .... 0-0-0 0-0-0 ~ 147 too. each 2X4I2X6 000 7 K 18-0-0 ROOF muss 6.00 1-6-0 1-6-0 ....-... 631bs. each 400 1 KGE 18 -0-0 ROOF 'TRUSS .... 1-6-0 1-6-0 ~ 6211>>. each 400 '~ ~ ~ ~ i i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i \4- . . Q\ i ~ I I I A I b .,.,'" j I 1\J I I Ii I (\, "I / ~ J ~J lit / 111 I \i\ I !I I !! I I ill :Wv "I n!? III I I II 11,',1 II, HI t :11 II I II " . I !! I; II I I II i II I I II I IW i I II I II I '1 " I II I I LJI I:; 'II i [I ~"'~:, :tJ--___ I I II I I I II /.: I I =.. IlJIJ I _ 11/1 I I II I' II I I II I~ I 11111 I I III I I U/11 I I i II r I: i I Ii I:! :l~ ~~ I I I~ I ~i I II I i : :: ! II I I Ii 1"11 L3l=JK I I ~ i I! VI I I II , III "~ !~~ i""",! I II! ! ""'hllfi/ I ~ I '" IVI I I I /I I i l"-l ~ I I I ii' i I W Iiii' i /?iU I ~Il ~ I ~r~ I III I Il I III ~ I I II i ',", I I II I I 1/1 I !III 1/ ' II I I III ! I I I I "1 I II I I I I I i I II I I II i i 1'- I II I L/j I. ~ II! i I I 1"-1 II Iii I i I Ii I II f llJ J ' / I I II I I ~I ~ ~ e - 91 11 11 (f I I ~I I ~ I I I I I) 1111 ( ) ~ k i I I '. b b in I III i I I I I I I I I! ! , ! i I I 1111111 i T I I I I III ne - t9 I Ii1lc I~ I Illi~1111111 i~i I 11111111 II'! III If I I II I i I I I I I I I III I ! i ~ I I 1:111 I ! i I I I II ~ i I ! I II I III!illlllllllllliilll~I~lllilll'lll I II IIII I I I I 1111 i1~ l.t't I 1111111 I I I I I I I 1I1I I I I ! I W! I I II I I" " I I ~ I ijlVI I 'Y lor!" I I ~IIII ! i i I I I I 1111 I I I I I n::::u I II i III I I I 111/ I I~ '" 11111111 I I I I I I I11I I I ! i Iii I I III i II I I I I I ur I /, l~iI II I I I I I I I11I i i i. I I W I I II i I I I I , I If!! I I IIIIN Iii I I I I III i I I I ! I m I I III i III ", I I 1111 I "II!! II i I I I I I I11I I I I i I !II I I ibl=4 I I I I II II I I 1111 ~ I I ! I I I , I I1II I I i II I Ii I LL..I II I I I " u I I~ !I!ll-LLJ~ i I III I I I I I iW I /0 nn i J I L..LLCD::::rrIILJ III/ I I / I 1111 I I' " I I m I , I I I II II I I^ II ! i ill i I ii' III; I i II I I II I I I I I 1111 : ' II I I t'l I I I I 1111 I 'I 1 I II i i' I I I II I..::IU:>f I Job Truss Truss Type 8KENNDUP A ROOF TRUSS Qty Ply 22 KENNEDY, JOHN - DUPLEXES High Plateau Truss, Inc., Golden, CO 80403 4.~2s Dee 161997 MiTek Industries, Inc. Fri May 1512:56:49 1998 Page 1 -11-6-? 1-6-0 5-0-4 5-0-4 9-9-0 14-5-12 19-6-0 ~1-0-p 4-8-12 4-8-12 5-0-4 1-6-0 4x6= 5 1.5x4-::::- 6.00[12 ~1 2 o 4x611 3x4-:;' 10 3x8= 4x611 3x4':::::- 9-9-0 9-9-0 19-6-0 9-9-0 Piale Offsets X 2:0-1.5 O-3-g 8:0-1-5 O-3-g SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC/ANSI95 CSI TC BC WB 0.53 0.50 0.33 DEFL (in) (Ioe) Vert(LL) -0.04 10 Vert(TL) -0.22 2-10 Horz(TL) 0.04 8 Min Length I LL defl = 240 Vdefl >999 >999 nla PLATES GRIP M20 169/123 LOADING (pst) TCLL 30.0 TCDL 12.5 BCLL 0.0 BCDL 7.5 Weight: nib LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 21< 4 WW Stud SLIDER L'ft 2. X 4 WW Stud 2-8.4, Right 2 X 4 WW Stud 2-8-4 REACTIONS (Ib/size) 2=1102/0-3-8,8=1102/0-3-8 Max Horz 2=-91 (load case 2) Max Uplifl2=-454(load case 4), 8=-454(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=16,2.3=-1405, 3-4=-1405, 4-5~1016, ~=-1016, 6-7=-1405, 7-8=-1405, 8-9=16 BOT CHORD 2-10=1212,8-10=1212 WEBS 4-10=-350,5-10=493,6-10=-350 BRACING TOP CHORD Sheathed or 4-4-1 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 10.0-0 on center bracing. NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 pst bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition 1 enclosed buildin9, of dimensions 45 ft by 24 ft with exposure C ASeE 7.93 per UBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are M20 plates unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4541b uplift at joint 2 and 454 Ib uplift at joint 8. 5) This truss has been designed with ANSIITPI1-1995 criteria. LOAD eASElS) Standard Job Truss Truss Type 8KENNDUP AGE ROOF TRUSS aty Ply KENNEDY, JOHN - DUPLEXES 2 High Plateau Truss, Inc., Golden, CO 80403 4.0-32 s Dee 161997 MiTek Industries, Inc. Fri May 1512:56:531998 Page 1 -~p 1-6-0 6.00 f12 9-9-0 I 14-5-12 4-8-12 4-8-12 4><6= 1.5x411 15x411 1.5x411 1.5x411 8' 1.5x411 7 91.5x411 1.5x411 6 S s 10 1.5x411 ST S 3 S 4 S 4 S 3 1 11 2 S 5-0-4 5-0-4 19-6-0 211-010 5-0-4 1-6-0 ~~, ~ o 24 23 22 21 20 19 18 17 163x5 II 3x511 1.Sx411 1.Sx411 1.5x411 1.5x411 1.Sx411 1.5x411 5><6= 1.Sx411 1.5x411 Plate Offsets X 9-9-0 9-9-0 2:0-1-50-1-ll 14:0-1-50-1-ll 20:0-3-00-3-0 19-6-0 9-9-0 LOADING (psI) TCLL 30.0 TCDL 12.5 BCLL 0.0 8CDL 7.5 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC/ANSI95 CSI TC 0.22 BC 0.09 WB 0.13 (Matrix) OEFL (in) (lac) Vert(LL) nla Vert(TL) 0.0214-15 Horz(TL) 0.00 Min Length / LL deft = 999 Vdeft nla >979 nla PLATES GRIP M20 169/123 Weight: n Ib LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF NO.2 OTHERS 2X4WWStud SLIDER Left 2 X 4 WW Stud 0-10-6, Right 2 X 4 WW Stud 0-10-6 REACTIONS (Iblsize) 2=2nl19-6-o, 20=179/19-6-0, 14=2n/19-6-0, 21=201119-6-0, 22=196/19-6-0, 23=217/19-6-0, 24=122119-6-0, 19=201/19-6-0, 18=196/19-6-0,17=217/19-6-0,16=122119-6-0 Max Harz 2=214(load case 3), 14=-214(load case 2) Max Uplift2=-117(load case 4), 14=-117(load case 4), 21 =-92(load case 3), 22=-96(load case 4), 23=-104(load case 4), 24=-65(load case 3), 19=-92(load case 2), 18=-96(load case 4), 17=-1 04(load case 4), 16=-65(load case 2) Max Grav21=207(load case 5), 22=196(load case 1), 23=217(load case 1), 24=123(load case 5), 19=207(load case 6), 18=196(load case 1), 17=217(load case 1), 16=123(load case 6) BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 1-9-0 on center bracing. FORCES (Ib) - First Load Case Only TOP CHORD 1-2=32,2.3=-94,3-4=-42,4-5=-57,5-6=-62,6-7=-61, 7-ll=-61, 8-9=-61, 9-10=-61,10-11=-62,11-12=-57, 12-13=-42, 13-14~94, 14-15=32 BOT CHORD 2-24=0,23-24=0,22-23=0,21-22=0,20-21=0,19-20=0, 18-19=0, 17-18=0, 16-17=0, 14-16=0 WEBS 8-20=-150,7-21=-170, 6-22=-168, 5-23~179, 4-24=-124, 9-19=-170, 10-18~168, 11-17~179, 12-16~124 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 on center. 5) For studs exposed to wind, see MiTek "Standard Gable End Detail" 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 Ib uplift at joint 2, 1171b uplift at joint 14, 92lb uplift at joint 21, 96lb uplift at joint 22. 104lb uplift at joint 23, 651b uplift at joint 24, 921b uplift at joint 19. 96lb uplift at joint 18, 1041b uplift at joint 17 and 651b uplift at joint 16. 7} This truss has been designed with ANSIITPI1-1995 criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 12 KENNEDY, JOHN - DUPLEXES 8KENNDUP B ROOF TRUSS High Plateau Truss, Inc., Golden, CO 80403 4.0-32 s Dee 161997 MITek Industries, Inc. Fri May 1512:56:591998 Page 1 49-10-0 I 6-3-2 112-2-1~ 18-2-6124-2-0 130-1-10136-1-4 ~2-0-14148-4-0 I I 6-3-2 5-11-16~~05-11-1Q&.dI1-105-11-105-11-10 6-3-2 4x6'i 1-6-0 4x6'i 6 4x6':/ 4xS':::- 2x4:.:: 2 o 1 ,n o 19 18 4x6~ 6x12.5 M16~ 3.50 [i2 16 1 Ox1 O=:: '" , ~ ~ , <0 6x16~ 6x12.5 M16~ 4x6~ 6x16.:::::- 8-3-0 8-3-0 I 16-2-8 I 24-2-0 7-11-8 7-11-8 1 32-1-8 7-11-8 40-1-0 7-11-8 48-4-0 8-3-0 Plate Offsets X 1:0-1-2ed e 11:0-1-2ed e 14:0.&4ed e 18:0.&4ed e LOADING (psI) TCLL 30.0 TCDL 12.5 BCLL 0.0 BCDL 7.5 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC/ANSI95 CSI TC BC WB 0.88 0.97 0.81 DEFL (In) (Ioe) Vert(LL) -1.16 16 Vert(TL) -1.93 16 Horz(TL) 1.52 11 Mln Length 1 LL defl = 240 Vdefl >498 >299 nIa PLATES M20 M16 GRIP 169/123 127/82 Weight: 240 Ib LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD 2X6SPF 1650F 1.5E WEBS 2 X 4 WW Stud .Except' W12X4SPF1650F1.5E REACTIONS (Iblsize) 1 =240710-4-0, 11 =254310-4-0 Max Horz 1 =-247(load case 2) Max Upl1ft1 =-821 (load case 4), 11 =-950(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-9348,2-3=-9003,3-4=-7834,4-5=-7834,5-6=-8120, 6-7=-8120, 7-8=-7834, 8-9=-7834, 9-10=-9003, 10.11=-9348, 11-12=21 80TCHORD 1-19=8542,18-19=8067,17-18=8067,16-17=6972, 15-16=6972, 14-15=8067, 13-14=8067,11-13=8542 WEBS 2-19=-157,3.19=435,3-17=-798,5-17=795, 5-16=-1307, 6-16=4966, 7-16=-1307, 7-15=795, 9-15=-798, 9-13=435, 10-13=-157 BRACING TOP CHORD BOT CHORD WEBS Sheathed or 2-1-3 on center purlin spacing. Rigid ceiling directly applied or 5-3-10 on center bracing. 1 Row at mldpt 5-16,7-16 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25ft above ground level, using 5.0 psftop chord dead load and 5.0 psfbottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ftwith exposure C ASCE 7-93 per UBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Special provisions shall be made by the building designer to allow for O.92in of horizontal movement due to live load and 1.52in due to total load. 4) All plates are M20 plates unless otherwise indicated. 5) Bearing atjoint(s) 1,11 considers parallel to grain value using ANSlffP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 821 Ib uplift at joint 1 and 950 Ib uplift at joint 11. 7) This truss has been designed with ANSlfTPI1-1995 criteria. LOAD eASElS) Standard Job Truss Truss Type Qty Ply KENNEDY, JOHN - DUPLEXES 2 8KENNDUP B1 ROOF TRUSS 4.().;l2 s Dee 161997 MiTek IndustM.., Inc. FM May 1512:57:041998 Page 1 High Plateau Truss, Inc., Golden, CO 80403 6-3-2 6-3-2 37-6-0 112-2-12118-2-6 124-2-0 130-1-10136-0-0 1 1 5-11-1(J5:lQlfWO 5-11-1&<541-10 5-10-6 4x6-:::- 1-6-0 4x10-:::- 6 48-4-0 10-10-0 4x6-'/ 9 I~ '" N, 11 cJ,:: 0 1 13 , , 4x6c:::: 10 <0 '\I 15 14 4x6~ 0 2x411 5x12::::- 4x6::::- 5x8::::- 3.50 f12 8-3-0 8-3-0 16-2-8 7-11-8 24-2-0 7-11-8 32-1-8 y6-0-9 7-11-8 3-10-8 LOADING (psI) TCLL 30.0 TCDL 12.5 BCLL 0.0 BCDL 7.5 SPACING 2.0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC/ANSI95 CSI TC 0.91 BC 0.71 WB 0.95 DEFL (in) (Ice) Vdefl Vert(LL) 0.43 13 >999 Vert(TL) -0.73 13-15 >586 Horz(TL) 0.44 10 nta Min Length 1 LL defl = 240 48-4-0 12-4-0 PLATES GRIP M20 169/123 Weight: 1881b LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD 2 X 6 SPF 1650F 1.5E WEBS 2 X 4 WW Stud .Except. W1 2 X 4 SPF No.2, W5 2 X 4 SPF No.2 REACTIONS (lbJsize) 10=1928/0-4-0,1=178810-4-0 Max Horz 1 =488(load case 3) Max Uplift10~776(load case 4), 1=-577(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-S588, 2-3=-6147, 3-4=-4766, 4-5=-4766, 5-6=-2972, 6-7=-2972, 7-8~1740, 8-9=31, 8-10=-1900 BOT CHORD 1-15=6020, 14-15=5278,13-14=5278,12-13=4089,11_12=2187, 10-11=-0 WEBS 2-15=-299,3-15=609,3-13=-870,5-13=854,5-12=_1359, 6-12=2151. 7-12=599, 7-11=-1375, 8-11=1723 BRACING TOP CHORD Sheathed or 2-10-15 on center purtin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 3.,10-10 on center bracing. WEBS 1 Rowatmidpt 5-12 NOTES 1) This truss has been checked for unbalanced loading conditions. 2} This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level. using 5.0 psftop chord dead load and 5.0 pst bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC/ANSI95If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are M20 plates unless otherwise indicated. 4) Bearing at joint(s) 10, 1 considers parallel to grain value using ANSlfTPI1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 776 Ib uplift at joint 10 and 577 lb uplift at joint 1. 6) This truss has been designed with ANSlfTPI1-1995 criteria. LOAD eASElS) Standard Job Truss Truss Type 8KENNDUP Bl GE ROOF TRUSS Qly Ply KENNEDY, JOHN - DUPLEXES 2 High Plateau Truss, Inc., Golden, CO 80403 4.Q.32 s Dee 161997 MiTek Industries, Inc. Fri May 1512:57:091999 Page 1 6-3-2 6-3-2 37-6-0 112-2-12118-2-6124-2-0 130-1-10136-0-0 I I 5-11-10 Siob"f'@ 5-11-1Qx~=c11-10 5-10-6 1-6-0 48-4-0 10-10-0 7xS-;;' 11 27 262524 23 28 22 3029 5x811 2120 ~1 19 12 13 4x6~ 34 15 16 18!~ ~q '"':;: , co Plate Offsets X, 4x6:::: 4x10:::- 4x6"", 3.50 Ii2 8-3-0 16-2-8 24-2-0 32-1-8 r6-0-~ 48-4-0 8-3-0 7-11-8 7-11-8 7-11-8 3-10-8 12-4-0 6:0-4-0 0-4-8 LOADING (psD TCLL 30.0 TCDL 12.5 BCll 0.0 BCDL 7.5 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress lncr YES Code UBC/ANSI95 CSI TC 0.50 BC 0.10 WB 0.20 (Matrix) DEFL (in) (Ioc) Vert(lL) nla Vert(TL) 0.01 17-18 Horz(TL) 0.00 Min Length 1 lL defl = 999 Vdefl nla >999 nla PLATES GRIP M20 169/123 Weight: 197 Ib LUMBER TOP CHORD 2 X 6 SPF 1650F L5E BOT CHORD 2 X 6 SPF 1650F 1.5E WEBS 2 X 4 WW Stud OTHERS 2 X 4 WW Stud BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 0-7-13 on center bracing. REACTIONS (lblsize) 32=-12/36-0-0,25=180136-0-0,19=326136-0-0,1=259136-0-0,26=197136-0-0,27=201136-0-0, 28=200136-0-0, 29=198136-0-0, 30=201136-0-0,31=200I36-0-O,33=252/36-0-0,34=-27136-0-0,35=647136-0-0,24=197/36-0-0, 23=201136-0-0, 22=203136-0-0, 21=196l36-O-O,20=~ Max Horz 32=8(load case 5), 19=-203(load case 2), 1 =429(load case 3), 30=2(load case 1), 31 =-1 (load case 5), 33=.12(load case 5), 34=22(load case 5), 35=-28(load case 5), 22=-1 (load case 2), 21 =3(load case 2), 2O=-15(load case 2) Max Uplift32=-12(load case 5), 19~201(load case 3), 1=-7(load case 2), 26=-61 (load case 3), 27=-107(load case 4), 28=-96(load case 4), 29=-95(load case 3), 3O=-94(load case 4), 31 ~99(load case 3), 33=-120(Ioad case 4), 34=-27(load case 1), 35=-333(load case 3), 24=-50(load case 4), 23=-l08(load case 2), 22=-95(load case 2), 21 =-1 04(load case 2), 2O=-215(load case 2) Max Grav32=9(load case 3), 25=194(load case 2), 19=326(load case 1), 1=259(load case 1), 26=201 (load case 5), 27=202(load case 5), 28=2OO(load case 1), 29=l98(load case 5), 30=201 (load case 1), 31=2OO(load case 5), 33=252(load case 1), 34=16(load case 4) , 35=648(load case 5), 24=2OO(load case 6), 23=202(load case 6), 22=203(load case 1), 21 =197(load case 6), 20=105(load case 6) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=108,2-3=-120,3-4=-45,4-5=-62,5-6=-63,6-7=-63,7-8=-64,8-9=-64, 9-10=-65,10-11=13, 11-12=-63,12-13=-65,13-14=-64,14-15=-63,15-16=-64, 16-17=-45, 17-18=63, 17-19=-254 BOT CHORD 1-35=13,34-35=4,33-34=4,32-33=1,31-32=3,30-31=4, 29.30=4, 28-29=4, 27.28=4, 26-27=4, 25-26=4, 24-25=-4, 23-24=-4, 22-23=-4, 21-22=-4, 20.21 =-4, 19-20=-3 WEBS 16-19=-73,11.25=-150,10-26=-167,9-27=_171, 8-28=-170, 7-29=-168, 6-30=.171,5-31=-171, 4-33=-192,3-34=-20,2-35=-491, 12-24=-167,13-23=-171,14-22=-173, 15-21~167, 16-20=-60 NOTES 1) This truss has been checked for unbalanceclloading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) All plates are 2x4 M20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. S} Gable studs spaced at 2~ on center. 6) For studs exposed to wind, see MiTek "Standard Gable End Detail" 7} Bearing atjoint(s) 19, 1,29,30,31,22,21,20 considers parallel to grain value using ANSlfTPI1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on a e 2 Job Truss Truss Type Qty Ply KENNEDY, JOHN - DUPLEXES 8KENNDUP 61 GE ROOF TRUSS 2 High Plateau Truss, Inc., Golden, CO 80403 4.0.32 s Dec 161997 MiTek Industries,lnc, Fri May 1512:57:091998 Page 2 NOTES 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121b uplift aljoint 32, 2011b uplift aljoint 19, 71b uplift at joint 1, 61 ib uplift at joint 26, 1071b uplift at joint Zl, 961b uplift aljoint 28, 95lb uplift aljoint 29, 94lb uplift aljoint 30, 99lb upliftaljoint 31,120 Ib upl~ at joint 33, 271b uplift at joint 34, 333lb uplift aljoint 35, 50 Ib uplift at joint 24, 108lb uplift at joint 23, 95lb uplift at joint 22, 104lb upiift at joint 21 and 215 Ib uplift at joint 20. 9) This truss has been designed w(lh ANSlfTPI1-1995 criteria. LOAD CASE(S) Standard Job Truss Truss Type 8KENNDUP BGE ROOF TRUSS QIy Ply KENNEDY, JOHN - DUPLEXES 2 High Plateau Truss, Inc., Golden, CO 80403 4.0-32 s Dee 161997 MiTek Industries, Inc. Fri May 1512:57:131998 Page 1 49-10-0 6-3-2 112-2-12118-2-6 124-2-0 130-1-101 36-1-4 142-0-141 48-4-0 1 1 6-3-2 5-11-10~~mo 5-11-1~:!1-10 5-11-10 5-11-10 6-3-21-6-0 o 1 eX, o 4x6:::: 7x8-:/ 11 2 36 353433 32 37 31 30 3938 5x811 29 140 2 \J) , ~ ~ ~cr ~ ]<Xl , o ~:::: ~~ 3.50 [12 4x6.:::::- 8-3-0 1 16-2-8 1 24-2-0 1 32-1-8 1 40-1-0 1 48-4-0 1 8-3-0 7-11-8 7-11-8 7-11-8 7-11-8 8-3-0 Plate Offsets (X,V): [6:0-4-0,0-4-81, [12:~,~I, [13:~,~J, [14:~,0.(J..()J, [15:~,~J, [18:0-0-o,~], [19:~,~J, [2O:0.(J..() ,O-O.OJ, [21:~,~J, [24:~,~J, [25:0.(J..(),0.(J..()J, [26:~,~J, 127:~,~J, [28:0-Q-0,~], [29:~,O-o-oJ, 3O:~ O.(J..() 31 :O.(J..() ~ 32:~ 0-0-0 33:~ ~ lOADING (psi) SPACING 2.(J..() CSI DEFl (in) (lac) Vdell PLATES GRIP TCll 30.0 Plates Increase 1.15 TC 0.18 Vert(ll) nIa nIa M20 169/123 TCDl 12.5 Lumber Increase 1.15 BC 0.10 Vert(Tl) 0.01 23 >999 BCll 0.0 Rep Stress Incr YES WB 0.20 Horz(Tl) 0.00 nla BCDl 7.5 Code UBC/ANSI95 (Matrix) Min length 1 II dell = 999 Weight: 246 Ib LUMBER BRACING TOP CHORD 2 X 6 SPF 1650F 1.5E TOP CHORD Sheathed or 6-0-0 on center purlin spacing. 80TCHORD 2X6SPF1650F1.5E BOT CHORD Rigid ceiling directly applied or 0-7-13 on center bracing. OTHERS 2X4WWSlud REACTIONS (Ib/size) 41=.12148-4-0,34=175/48-4-0,27=-8/48-4-0,1=263/48-4-0,22=424/48-4-0,35=196/48-4-0, 36=201/48-4-0, 37=200/48-4-0, 38=196148-4-0,39=201148-4-0,40=2OO/48-4-0,42=25214~,43=-27/48-4-0,44=647/48-4-0,33=196/48-4-0,32=201/48-4-0, 31=2oo/48-4-0,3O=~48-4-0 Max Horz41=8(load case 5), 27=-7(load case 6), 1 =401 (load case 3), 22=-451 (load case 2), 39=2(load case 1), 4O~1(load case 5), 42=.12(load case 5), 43=22(load case 5), 44~28(load case 5) Max Uplift41 =-12(load case 5), 27=-8(load case 6), 22=-83(load case 3), 35~57(load case 3), 36=-107(load case 4), 37~96(load case 4), 38=-94(load case 3), 39=-94(load case 4), 4O=.99(load case 3), 42=-12O(Ioad case 4), 43=-27(load case 1), 44~332(1oad case 3), 33~57(load case 2), 32~ 1 07(load case 4), 31 =-96(load case 4), 3O=-95(load case 2) Max Grav41=9(load case 3), 34=175(load case 1), 27=4(load case 2), 1=263(load case 1), 22=424(load case 1), 35=2oo(load case 5), 36=203(load case 5), 37=2OO(load case 1), 38=196(load case 5), 39=201 (load case 1), 4O=2OO(load case 5), 42=252(load case 1), 43=16(load case 4), 44=648(load case 5), 33=200(load case 6), 32=203(load case 6), 31 =2OO(load case 1), 3O=2OO(load case 1) FORCES (Ib) - First load Case Only TOP CHORD 1-2=100,2.3=-128, 34=-53, 4-5~70, 5-6~71, 6-7=-71, 7-8=-72, 8-9=-72, 9-10~73, 1D-11=5, 11-12=-71, 12-13=-73,13-14=-72, 14-15~72, 15-16=-72, 16-17=-34, 17-18=-72, 18-19=-73, 19-20=-56,20-21=-125,21-22=-155,22-23=42 BOT CHORD 1-44=13,43-44=4,42-43=4,41-42=1,40-41=3,39-40=4,38_39=4, 37-38=4, 36-37=4, 35-36=4, 34-35=4,33-34=-4,32-33=-4,31-32=-4,30-31=-4,29-30=-4,28-29=-4, 27-28=3, 26-27=-1, 25-26=-4, 24-25=-4, 22-24=-10 WEBS 11-34=-145, 1D-35~166, 9-36~171, 8-37=-170, 7-36=-166, 6-39=-171, 5-40=-171, 4-42~192, 3-43=-20,2-44=-491,12-33=-166,13-32=-171,14-31=_170, 15-30=-170, 16-29=-170, 18-28=-169, 19-26~190, 20-25=-33, 21-24=-467 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) All plates are 2x4 M2Q unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. Continued on e 2 Job Truss Truss Type Qty Ply KENNEDY, JOHN - DUPLEXES 8KENNDUP BGE ROOF TRUSS 2 High Plateau Truss, Inc., Golden, CO 80403 4.0-32 s Dee 161997 MiTek Industries, Inc. Fri May 1512:57:141998 Page 2 NOTES 5) Gable studs spaced at 2-0-0 on center. 6) For studs exposed to wind, see MiTek "Standard Gable End Detail" 7) Bearing atjoint(s) 1,22,38,39,40,30,29,28 considers parallel to grain value using ANSlfTPI1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121b uplift at joint 41, 81b uplift at joint 27, 83lb uplift at joint 22, 571b uplift at joint 35, 1071b uplift at joint 36, 96lb uplift at joint 37, 94lb uplift at joint 38, 94lb uplift at joint 39, 99lb uplift at joint 40,120 Ib uplift at joinl 42, 27 Ib uplift at joint 43, 3321b uplift at joint 44, 571b uplift at joint 33, 1 071b uplift al joint 32, 96 Ib uplift at joint 31, 95 Ib uplift al joinl30, 95lb uplift at joint 29, 96lb uplift at joint 28, 109lb uplift atjoinl26, 171b uplift at joint 25 and 2811b uplift at joint 24. 9) This truss has been designed with ANSlfTPI1-1995 criteria, LOAD eASElS) Standard Job Truss Truss Type ROOF TRUSS 8KENNDUP e High Plateau Truss, Inc., Golden, CO 80403 Oty Ply KENNEDY, JOHN - DUPLEXES 2 4.0-32 s Dee 161997 MiTek Industries,lnc. Fri May 1512:57:191998 Page 1 12-5-4 49-10-0 1 6-3-8 112-3-8 ~18-2-1,24-2-0 rO-1-10136-1-4 ~2-0-1~ 48-4-0 1 I 6-3-8 6-O-€l.0~8 5-11-4J&.:t.1-105-11-105-11-10 6-3-2 0-1-12 1-6-0 7xS-:::- 5x10'i 4x6'i 2 o 1 dI , o 6x16"" 15 14 5x6= Plate Offsets X 16 2x411 3.50~.5 M16= 1 6-3-8 112-3-81 20-0-0 6-3-8 6-0-0 7-8-8 1 :0-1-2 ed e 3:0-4-0 0-4-8 :0-4-0 0-4-8 LOADING (pst) TCLL 30.0 TCDL 12.5 BCLL 0.0 BCDL 7.5 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Iner YES Code UBC/ANSI95 eSt Te BC WB 0,82 0.96 0.88 5 4x10":::::::- 7xS,::: 13 12 1 28-4-0 8-4-0 6x8= 7x15 M16= 2.90 lR 133-6-81 40-9-8 1 48-4-0 5-2-8 7-3-0 7-6-8 6x16:::: 9:0-0-15 ed e 13:0-4-0 0-3-4 DEFL (in) (lac) Vart(LL) -0.91 15 Vert(TL) -1.58 14-15 Horz(TL) 1.10 9 Min Length 1 LL dell = 240 BRAelNG TOP CHORD BOT CHORD WEBS Vdefl >634 >367 nla PLATES M20 M16 GRIP 169/123 109170 Weight: 246 Ib LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD 2 X 6 SPF 1650F I .5E 'Excepl' B22X4 SPF 1650F 1.5E, B32X4 SPF 1650F 1.5E WEBS 2 X 4 WW Stud "Except' W42X4 SPF 1650F 1.5E, W1 2X4 SPF No,2 W1 2 X 4 SPF No.2, W5 2 X 4 SPF NO.2 WEDGE Right: 2 X 3 WW SId REAeTIONS (Iblsize) 1 =240710-4-0, 9=254310-4-0 Max Horz 1 =-247(load case 2) Max Uplift1 =-821 (load case 4), 9=-951 (load case 4) FORCES (Ib) - First Load Case Only TOP CHORD I -2~9434, 2-3=-8285, 3-4=-8266, 4-5=-4591,5-8=-4589, 6-7=-6587, 7-8=-7560, 8-9=-7853, 9-10=21 BOT CHORD 1-16=8829,15-16=8580,14-15=4613,13-14=3258,12_13=4639, 11-12=6512,9-11=7092 WEBS 2-16=275,2-15=-874,3-15=-499,4-15=3962,4-14=_1756,5-14=1991, 5-13=1888, 6-13~1817, 6-12=2445, 7-12=-872, 7-11=592, 8-11=-188 Sheathed or 2-1-8 on center purlin spacing. Rigid ceiling directly applied or 5-4-14 on center bracing. 1 Row al midpt 2-15,4-15,4-14,5-14,5-13,6-13 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chOrd dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC/ANSI95If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are M20 plates unless otherwise indicated. 4) Bearing atjoint(s) 1,9 considers parallel to grain value using ANSlfTPI1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide meehanical connection (by others) of truss to bearing plate capable of withstanding 821 Ib upliftal joint 1 and 951 Ib uplift at jointS. 6) This truss has been designed with ANSlfTPI1-1995 criteria. LOAD eASElS) Standard Job Truss Truss Type 8KENNDUP D ROOF TRUSS Qty Ply 7 KENNEDY, JOHN - DUPLEXES High Plateau Truss, Inc., Golden, CO 80403 4.0-32s Dee 161997 MiTek Industrtes, Inc. Fri May 1512:57:221998 Page 1 5-11-0 26-4-12 -1,6rO 111-~q0t7-2-0f1-10-t I 1-6-0 ~"9- 1 5-7-8sx~ 4-6-8 5-11-0 33-9-8 7-4-12 42-10-0 41-4-0 I 1 7-6-8 1-6-0 7xB-:/ (" 1"" o 6x8 5 2x4", 14 4x6= 13 7x8= 12 8x12= 11 2x411 2.90[R 33-9-8 1 7-3-0 5x12:::: 0-~-4 9-0-8 0-7-4 8-5-4 17-2-0 8-1-8 26-6-8 9-4-8 41-4-0 7-6-8 Plale Offsets X 2:0-0-00-0-3 4:0-4-00-4-8 :0-4-00-4-8 9:0-5-50-2-8 13:0-4-00-4-8 LOADING (pst) TCLL 30.0 TCDL 12.5 BCLL 0.0 BCDL 7.5 SPACING 2-0-0 CSI Plates Increase 1.15 TC 0.69 Lumber Increase 1.15 BC 0,68 Rep Stress Incr YES WB 0.92 Code UBC/ANSI95 DEFL (in) (lac) Vert(LL) .0.43 12 Vert(TL) .0.72 12 Horz(TL) 0.34 9 Min Lenglh 1 LL dell = 240 BRACING TOP CHORD BOT CHORD WEBS Vdefl >999 >889 nla PLATES GRIP M20 169/123 Weight: 223 Ib LUMBER TOP eHORD 2 X 6 SPF 1650F 1.5E BOT CHORD 2 X 6 SPF 1650F 1.5E WEBS 2 X 4 SPF NO.2 "Except" W62X4WWStud, W52X4WW Stud W72X4WWStud, W92X4WW Slud REAeTIONS (iblsize) 2=2194/0-3-8,2=219410-3-8,9=219110-3-8 Max Horz 2=-339(load case 2) Max Upiift2=-821 (load case 4), 9=-843(load case 4) FOReES (Ib) - First Load Case Only TOP CHORD 1-2=23, 2-3=-3655, 3-4~3324, 4-5~2613, 5-8=-2610, 6-7~524O, 7-8=-5254, 8-9=-8488, 9-10=21 BOT CHORD 2-14=3208,13-14=2833,12-13=3250,11-12=5855,9-11=5863 WEBS 3-14=-320,4-14=371,4-13=-713,5-13=1893,6-13=-1550, 6-12=2487, 7-12=-501,8-12=-1002,8-11=143 Sheathed or 2-9-1 on center purlin spacing. Rigid ceiling directly applied or 6-7-9 on center bracing. 1 Rowal midpt 6-13,8-12 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psftop chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45ft by 24 ftwith exposure C ASeE 7.93 per UBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are M20 plates unless otherwise indicated. 4) Bearing at joint(s) 9 considers parallel to grain value using ANSIITPI1.1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 821 Ib uplift at joint 2 and 8431b uplift at joint 9. 6) This truss has been designed with ANSIITP11.1995 criteria. LOAD CASEIS) Standard Job Truss Truss Type Qty Ply KENNEDY, JOHN - DUPLEXES 8KENNDUP DGE ROOF TRUSS High Plateau Truss, Inc., Golden, CO 80403 4.0-32 s Dee 161997 MiTek Industrtes, Inc. Fri May 1512:57:251998 Page 1 -1-610 1-6-0 17-2-0 17-2-0 1 22-7-8 5-5-8 4x6= 6.00 [12 3x4-::;. 16 3x511 11 11 3181120 S 9 1 "f "I CD 3938373635343332313029?87262524232221 3x811 3x4= 3x511 22-7-8 22-7-8 Plate Offsets X 39:ed e 0-3-8 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress lncr YES Code UBC/ANSI95 eSI TC 0.42 BC 0.37 WB 0.16 (Malrix) DEFL (in) (lac) Vert(LL) nIa Vert(TL) 0.03 1-2 Horz(TL) 0.00 Min Length 1 LL defl = 999 Vdefl nla >758 nla PLATES GRIP M20 169/123 LOADING (pst) TCLL 30.0 TCDL 12.5 BCLL 0.0 BCDL 7.5 Weight: 152 Ib LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF NO.2 WEBS 2 X 4 SPF NO.2 OTHERS 2 X 4 WW Stud "Except" ST13 2X4 SPF No.2, ST122X4 SPF NO.2 ST11 2 X 4 SPF No.2, ST12 2 X 4 SPF No.2 ST112X4SPFNo.2 REACTIONS (Iblsize) 39=314122-7-8,21=85122-7-8,28=5122-7-8,25=131122_7-8, 26=133122-7-8, 27=135122-7-8, 29=126122-7-8, 3O=136i22-7-8, 31=133122-7-8,32=133122-7-8,33=133122_7-8,34=133122_7_8, 35=134122-7-8, 36=128122-7-8, 37=160122-7-8, 38=-27122-7-8, 24=132122-7-8,23=141122-7-8 Max Horz39=602(load case 3), 21=-194(load case 2) Max Uplift39=-I95(load case 2), 21 =-61 (load case 2), 25~75(load case 3), 28=-88(load case 3), 27~70(load case 4), 29=-82(load case 4), 3O=-64(load case 3), 31=-64(load case 4), 32=-64(load case 3), 33=-83(load case 4), 34~(load case 3), 35=-82(load case 4), 36=-71 (load case 3), 37=.53(load case 2), 38=-222(load case 3), 24~29(load case 4), 23=-84(load case 4) Max Grav21 =65(load case 6), 28=5(load case 5), 25=199(load case 2), 26=134(load case 5), 27=136(load case 5),.29=1 26(load case 1), 3O=136(load case 1), 31 =133(load case 5), 32=133(load case 5), 33=133(load case 1), 34=1 33(load case 5), 35=134(load case 1), 36=128(load case 5), 37=160(load case 1), 38=70(load case 2), 24=133(load case 6), 23=142(load case 6) BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 0-6-0 on cenler bracing. WEBS 1 Rowatmidpt 20-21,16-25,15-26,17-24 FOReES (Ib) - Firsl Load Case Only TOP CHORD 2-39=-265,1-2=83,2-3=-57,3-4=30,4-5=-28,5-6=23,6-7=24, 7-8=24, 8-9=24, 9-10=24, 10-11=24,11-12=24,12-13=23,13-14=25,14-15=23, 15-16=24, 16-17=-27, 17-18=-28, 18-19=-24, 19-20=-25, 20-21 =-55 BOT CHORD 38-39=0,37-38=0,36-37=0,35-36=0,34_35=0,33-34=0, 32-33=0, 31-32=0, 30-31=0, 29-30=0, 28-29=0,27-28=0,26-27=0,25-26=0,24-25=0,23-24=0, 22-23=0, 21-22=0 WEBS 16-25=-111,15-26=-112,14-27=-118, 13-29=-108, 12-30~115, 11-31=-113, 10-32=-113, 9-33=-113,8-34=-1 13, 7-35~114, 6-36=-111, 4-37~129, 3-38=-8, 17-24=-112,18-23=-121, 19-22=-109 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) All plates are 1.5x4 M20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). Continued on e 2 Job Truss Truss Type Qty Ply KENNEDY, JOHN - DUPLEXES 8KENNDUP DGE ROOF TRUSS High Plateau Truss, Inc., Golden, CO 80403 4.0-32 s Dee 161997 MiTek Industries, Inc. Fri May 1512:57:281998 Page 2 NOTES 6) Gable studs spaced at 1-4-0 on center. 7) For studs exposed to wind, see MiTek "Standard GabJe End Detail" 8) Provide meehanical connection (by others) of truss 10 bearing plate capable of withstanding 1951b uplift at joint 39, 611b uplift atjoinl21, 751b uplift at joint 25, 68lb uplift atjoinl28, 70 Ib uplift atjoinl27, 62lb uplift atjoinl29, 64lb uplift at joint 30, 64lb uplift at joint 31 ,64lb uplift at joint 32, 63lb uplift aljoint33, 64lb uplift atjoint34,.62lb uplift at joint 35, 711b uplift atjoinl36, 531b uplift atjoinl37, 222lb uplift at joint 38, 29lb uplift at joint 24, 64lb uplift at joint 23 and 134 Ib uplift al joint 22, 9) This lruss has been designed with ANSlfTPI1-1995 criteria. LOAD CASE(S) Standard Job Truss Truss Type 8KENNDUP E ROOF TRUSS High Plaleau Truss, Inc., Golden, CO 80403 -1-6-0 1-6-0 4-0-0 4-0-0 6,00[12 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF NO.2 WEBS 2 X 4 WW Stud SLIDER Left2X4 WW Slud 2-1-7, Right 2X4 WW Stud 2-1-7 REAeTlONS (Iblsize) 2=527/0-3-6,6=527/0-3-6 Max Horz 2=-45(load case 2) Max Uplift2=-257(load case 4), 6=-257(load case 4) FOReES (Ib) - Firsl Load Case Only TOP CHORD 1-2=16,2-3=-403,3-4=-403,4-5=-403,5-6=-403,6_7=16 BOT CHORD 2-8=339, 5-6=339 WE8S 4-8=60 Qty Ply 6 KENNEDY, JOHN - DUPLEXES 4.0-32 s Dee 161997 MiTek Industries, Inc, Fri May 15 12:57:271998 Page 1 8-0-0 9-6-0 4-0-0 1-6-0 4x6= 4 5 6 7 I~ 8 3x4':::::- 3x511 1.5x411 8-0-0 4-0-0 DEFL (in) (lac) Vdell PLATES GRIP Vert(LL) -0.01 8 >999 M20 169/123 Vert(TL) 0.01 7 >999 Horz(TL) 0.00 6 nla Min Length 1 LL dell = 240 Weight: 30 Ib BRACING TOP CHORD Sheathed or 6-Q...() on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psftop chord dead load and 5.0 pst bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45ft by 24 ftwith exposure C ASCE 7-93 per UBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All piales are M20 plales unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 257 Ib uplift at joint 2 and 257 Ib uplift: at joint 6. 5) This truss has been designed with ANSlfTPI1-1995 criteria. LOAD CASEIS) Standard Job Truss Truss Type ROOF TRUSS Qly Ply KENNEDY, JOHN - DUPLEXES 2 8KENNDUP El High Plateau Truss, Inc., Golden, CO 80403 4.0-32 s Dee 161997 MiTek Industries, inc. Fri May 1512:57:30 1998 Page 1 3~6-15 3-6-15 7-6-15 4-0-0 19-0-15 I 1-6-0 6.00 f12 4x6= 3 5 6 I~ S1 4x6-:::.- 7 1.5x411 3x4'::::- 3x811 3x511 0-9r12 0-0-12 3-6-15 3-6-3 7-6-15 4-0-0 Plate Offsets X 1 :0-1-5 0-5-1 0 5:0-1-5 0-2-9 LOADING (pst) TCLL 30.0 TCDL 12.5 BeLL 0.0 BCDL 7.5 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC/ANSI95 CSI TC BC WB 0.33 0.13 0,04 DEFL (in) (lac) Vert(LL) -0.01 7 Vert(TL) 0.01 6 Horz(TL) 0.00 5 Min Lenglh 1 LL defl = 240 Vdefl >999 >999 nla PLATES GRIP M20 169/123 Weight: 28 Ib LUMBER TOP CHORD 2 X 4 SPF NO.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2X4WWStud SLIDER Left2X6SPF1650Fl.5E1-8-15, Right 2X4WW Stud 2-1-7 REACTIONS (Iblsize) 1=37910-4-15,5=50610-3-8 Max Horz 1=-74(load case 2) Max Uplift1=-129(load case 4), 5=-250(load case 4) FOReES (Ib) - First Load Case Only TOP CHORD 1-2=-377, 2-3=-377, 3-4~362, 4-5=-362, 5-6=16 BOT CHORD 1-7=304,5-7=304 WEBS 3-7=57 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 pst top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7~93 per UBC/ANSI95If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are M20 plates unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 Ib uplift at joint 1 and 250 Ib uplift at joint 5. 5) This lruss has been designed with ANSlfTPI1-1995 criteria. BRACING TOP CHORD Sheathed or EH)...O on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 1Q..O..O on center bracing. LOAD CASE(SI Standard Job Truss Truss Type 8KENNDUP EGE ROOF TRUSS High Plateau Truss, Inc., Golden, CO 80403 -1-6-0 1-6-0 4-0-0 4-0-0 6.00[12 ~1 2 3x4'i 3x511 4-0-0 4-0-0 Plate Offsets X Y: 2:0-1-5 0-2-9 6:0-1-5 0-2-9 LOADING (pst) TCLL 30.0 TCDL 12.5 BCLL 0.0 BCDL 7.5 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC/ANSI95 CSI TC BC WB 0.33 0.15 0.04 LUMBER TOP CHORD 2 X 4 SPF NO.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 WW Stud OTHERS 2X4WWSlud SLIDER Left 2X4 WW Stud 2-1-7, Right 2X4 WW Stud 2-1-7 REACTIONS (Iblsize) 2=52710-3-8, 6=527/0-3-8 Max Horz 2=-45(load case 2) Max Uplifl2=-257(load case 4), 6=-257(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=16,2-3=-403,3-4=-403,4-5=-403,5-6=-403,6-7=16 BOT CHORD 2-8=339, 6-8=339 WEBS 4-5=60 Qty Ply 2 KENNEDY, JOHN - DUPLEXES 4.0-32 s Dee 161997 MiTek Industries, Inc. Fri May 1512:57:321998 Page 1 8-0-0 4-0-0 9-6-0 1-6-0 4x6= 4 B 1.5x411 7 I~ 6 3x511 8-0-0 4-0-0 DEFL (in) (100) Vert(LL) -0.01 8 Vert(TL) 0.01 7 Horz(TL) 0.00 6 Min Length 1 LL defl = 240 Vdefl >999 >999 nIa PLATES GRIP M20 169/123 Weight: 321b BRACING TOP CHORD Sheathed or 6-Q.() on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 10-0-D on cenler bracing. NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground Jevel, using 5.0 pst top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane ocean line, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASeE 7-93 per UBC/ANSI95If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are M20 plates unless olherwise indicaled. 4) Gable studs spaced at 1 ~ on center. 5) For studs exposed to wind, see MiTek "Standard Gable End Detail" 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2571b uplift at joint 2 and 2571b uplift at joint 6. 7) This truss has been designed with ANSlfTPI1-1995 criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply KENNEDY, JOHN - DUPLEXES 8KENNDUP F ROOF TRUSS 2 High Plateau Truss, Inc., Golden, CO 80403 4.0-32 s Dee 161997 MiTek Industries, Inc. Fri May 1512:57:361998 Page 1 6-3-2 6-3-2 26-11-0 112-2-121 18-2-6 1 24-2-0 1 1 5-11-1~80~0 5-11-1€lx6= 2-9-0 5 2x411 36 7x8'i 2x4~ I~ 4x10"" 9 3x4"" 8 6x8:::: 7 3x4"" '" , <Xl , .... o '* o 3.50 f12 Plate Offsets X 9-0-13 9-0-13 1 :0-0-13 0-1-9 3:0-4-0 0-4-8 8:0-3-4 0-3-0 18-2-6 9-1-9 26-11-0 8-8-10 LOADING (pst) TCLL 30.0 TCDL 12.5 BCLL 0.0 BCDL 7.5 SPAelNG 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Slress Incr YES Code UBC/ANSI95 CSI TC BC WB 0.88 0.90 0.85 DEFL (in) (100) Vert(LL) 0.30 9 Vert(TL) -0.54 8-9 Horz(TL) 0.11 7 Min Length 1 LL defl = 240 Vdefl >999 >596 nla PLATES GRIP M20 169/123 Weight: 123 Ib LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD 2 X 4 SPF No.2 "Excepl' B12X4SPF 1850F 1.5E WEBS 2 X 4 WW Stud "Except" W1 2 X 4 SPF No.2, W3 2 X 4 SPF NO.2 WEDGE Left: 2 X 3 WW Std REACTIONS (Iblsize) 7=133210-3-8,1=133210-3-8 Max Horz 1 =7 42(load case 3) Max Uplift7=-622(load case 4), 1 =-287(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-4300, 2-3=-3761, 3-4=-2095, 4-5=-2095, 5-8=-0, 6-7=-111 BOT CHORD 1-9=3902,8-9=3140,7-8=584 WEBS 2-9=-391,3-9=554,3-8=-1159,4-8=-512,5-8=2045,5_7=_1141 BRAelNG TOP CHORD Shaathed or 2-10-15 on cenler purtin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 445 on center bracing. WEBS 1 Row at midpt 3-8, 5-8 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground levet, using 5.0 psftop chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ftwith exposure C ASCE 7-93 per UBe/ANSI9Slf end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are M20 plates unless otherwise indicated. 4) Bearing at joint(s) 7, 1 considers parallel to grain value using ANSlfTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 622 Ib uplift at joint 7 and 287 lb uplift at joint 1. 6) This truss has been designed with ANSlfTPI1-1995 criteria. LOAD CASEIS) Slandard Job Truss Truss Type 8KENNDUP G ROOF TRUSS Qty Ply KENNEDY, JOHN - DUPLEXES 7 High Plateau Truss, Inc., Golden, CO 80403 4.0-32 s Dee 161997 MiTek Industries, Inc. Fri May 15 12:57:39 1998 Page 1 - ~-6[O 6-5-8 1-6-0 6-5-8 19-11-0 12-7-8 -1-17-2-01 1 ~2~8112 4-6-g1~9lo 4x10-'/ I~ N .;, .;, 3x511 11 10 3"d.:5_8 1~.4 3x4--:/ 0-U-12 , 12-7-8 II 19-11-0 -t- 1.tlX411 0-0-12 6-2-0 7-1-12 6-4-12 0-1-12 Plate Offsets X :0-1-5 0-2-9 LOADING (pst) SPAelNG 2-0-0 CSI DEFL (in) (100) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.73 Vert(LL) -0.02 11 >999 M20 169/123 TCDL 12.5 Lumber Increase 1.15 BC 0.30 Vert(TL) -0.13 8-9 >888 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(TL) -0.04 8 nla BCDL 7.5 Code UBC/ANSI95 Min Lenglh 1 LL defl = 240 Weight: 88 Ib LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF NO.2 WEBS 2 X 4 WW Stud 'Excepl" W32X4SPFNo.2 SLIDER Lefl2 X 4 WW Stud 3-5-15 REAeTIONS (Ib/size) 2=75810-4-15,9=972/0-3-8,8=37510-3-8 Max Horz 2=530(load case 3) Max Uplift2=-201 (load case 2), 9~(load case 4), 8=-155(load case 4) BRACING TOP CHORD Sheathed or 2-a..6 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or lQ..O..O on center bracing, Except: 5-9=6-0-0. FORCES (Ib) - Firsl Load Case Only TOP CHORD 1-2=16,2-3=-832,3-4=-832, 4-5=-88, 5-6~59, 6-7~, 7-8~103 BOT eHORD 2-11=544,10-11=540, 9-10=381, 5-9~, 8-9=154 WEBS 4-9=82, 4-10=-836, 4-1 1 =94, 6-9=-122, 6-8=-267 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psftop chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per U8C/ANSI95If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are M20 plates unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 201 Ib uplift at joint 2, 458 Ib uplift at joint 9 and 155 Ib uplift at joint 8. 5) This truss has been designed with ANSlfTPI1-1885 cr.eria. LOAD CASEIS) Standard Job Truss Truss Type oty Ply KENNEDY, JOHN - DUPLEXES 8KENNDUP HGE ROOF TRUSS High Plateau Truss, Inc., Golden, CO 80403 4.0-32 s Dee 161997 MiTek Industries, Inc. Fri May 1512:57:421998 Page 1 I 7-3-8 I 2-9-0 4x6= 1.5x411 1.5x411 5 1.5x411 1.5x411 ".... ~1.5x411 4 -/ ----..: f'- . 2x411 3~ ~ i4 ~7 ~ 12d.. ~ 3 ~ 3 , ~ ~~ I" ~ c. 4-6-8 4-6-8 6,00112 "i' "' , N 1413 12 11 10 9 8 3x4111.5x411 1.5x411 1.5x411 1.5x411 1.5x411 1.5x411 LOADING (pst) TeLL 30.0 TCDL 12.5 BCLL 0.0 BCDL 7.5 SPACING 2-0-0 Plates Increase 1.15 lumber Increase 1.15 Rep Stress Incr YES Code UBC/ANSI95 1 7-3-8 I 7-3-8 eSI DEFL (in) (100) Vdefl PLATES GRIP TC 0.21 Vert(LL) nIa - nIa M20 169/123 BC 0.21 Vert(TL) nla - nIa WB 0.11 Horz(TL) 0.00 nIa (Malrtx) Min Length 1 LL defl = 999 Weight: 33lb LUMBER TOP CHORD 2 X 4 SPF NO.2 BOT CHORD 2 X 4 SPF No,2 WEBS 2 X 4 SPF NO.2 OTHERS 2X4WWStud REAeTlONS (Iblsize) 14=2217-3-8, 8=67/7-3-8, 10=129/7-3-8, 1 1 =13317-3-8, 12=140/7-3-8, 13=82/7-3-8, 9=128/7-3-8 Max Horz 1 4=1 n(load case 3), 8=-78(load case 2) Max Upliftl 4=-179(load case 2), 8=-<i7(load case 3), 10=-36(load case 4), 11 =-59(load case 3), 12=-72(load case 4), 13=-507(load case 3), 9=-68(load case 2) Max Grav14=502(load case 3), 8=67(load case 1), 10=129(load case 1), 11=136(load case 5), 12=140(load case 5), 13=135(load case 2), 9=134(load case 6) BRAelNG TOP CHORD Sheathed or s...o-o on center purlin spacing. except end verticals. BOT CHORD Rigid ceiling directly applied or Q..4..12 on center bracing. FORCES (Ib) - First Load ease Only TOP CHORD 1-14=-16,1-2=2,2-3=21,3-4=-32,4-5=18,5-8=-32,6-7=-30,7-8=-55 BOT CHORD 13-14=0,12-13=0,11-12=0,10-11=0,9-10=0,8-9=0 WEBS 5-10=-108,4-11=-113,3-12=-119, 2-13=-72, 6-9~112 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless olherwlse indicated. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 on center. 6) For studs exposed to wind, see MiTek NStandard Gable End Detail" 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 179 Ib uplift at joint 14. G71b uplift at joint 8, 36lb uplift at joint 10, 591b uplift at joint 11, 721b uplift at joint 12, 5071b uplift at joint 13 and 68 Ib uplift at joint 9. 8) This truss has been designed with ANSlfTPI1-1995 criteria. LOAD eASElS) Standard Job Truss Truss Type Oty Ply 3 KENNEDY, JOHN - DUPLEXES 8KENNDUP J ROOF TRUSS High Plateau Truss, Inc., Golden, CO 80403 4.0-32 s Dee 161997 MiTek Industries, Inc. Fri May 1512:57:431998 Page 1 4-7-12 4-7-12 9-0-0 4-4-4 13-4-4 4-4-4 18-0-0 4-7-12 4x6= 6.00 f12 4 01 c:\j o 1.5x4~ 1.5x4-;:::' o 1~ o 4x611 3x4-'/ 8 3x8= 4x611 3x4"::::::- 9-0-0 9-0-0 18-0-0 9-0-0 Plate Offsets X 1:0-1.50-3-9 7:0-1-50-3-9 LOADING (pst) TCLL 30.0 TCDL 12.5 BCLL 0,0 BeDL 7.5 SPACING 2.0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC/ANSI95 eSI TC BC WB 0.45 0.44 0.30 DEFL (in) (100) Vert(LL) -0.03 8 Vert(TL) -0.17 1-8 Horz(TL) 0.03 7 Min Length 1 LL defl = 240 Vdefl >999 >999 nla PLATES GRIP M20 169/123 Weight: 63 Ib LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 WW Slud SLIDER Left2X4 WW Stud 2-5-11, Right2X4 WW Stud 2-5-11 REAeTIONS (Iblsize) 1 =90010-3-8, 7=90010-3-8 Max Horz 1 =79(load case 3) Max Uplift1 =-307(load case 4), 7=-307(load case 4) FORCES (Ib) - Firsl Load Case Only TOP CHORD 1-2=-1287, 2-3=-1287, 3-4~932, 4-5~932, 5-8=-1287, 6-7=-1287 BOT CHORD 1-8=1107,7-8=1107 WEBS 3-8=-315, 4-8=451, 5-8=-315 BRAelNG TOP CHORD Sheathed or 4-7-13 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 1Q..O...O on center bracing. NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph ~nds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane ocean line, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ftwith exposure C ASCE 7-93 per UBC/ANSI95If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are M20 plates unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3071b uplift at joint 1 and 307 Ib uplift at joint 7. 5) This truss has been designed with ANSlfTPI1-1995 criteria. LOAD eASElS) Standard Job Truss Type ROOF TRUSS Truss 8KENNDUP JG High Plateau Truss, Inc., Golden, CO 80403 4-7-12 4-7-12 6,00[12 Oly Ply KENNEDY, JOHN - DUPLEXES 2 4.0-32 s Dee 161997 MiTek Industrtes, Inc. Fri May 1512:57:461998 Page 1 9-0-0 13-4-4 18-0-0 4-4-4 4-4-4 4-7-12 4x6= 3 3x4'i 11 0 lex? 0 8 7 6 9 4x6= 2x411 3x8= 2x411 9-0-0 13-4-4 18-0-0 4-4-4 4-4-4 4-7-12 eSI DEFL (in) (100) VdefI PLATES GRIP TC 0.43 Vert(LL) -0.06 5-6 >999 M20 169/123 BC 0.65 Vert(TL) -0,11 5-6 >999 WB 0.60 Horz(TL) 0.03 5 nIa (Matrix) Min Length 1 LL defl = 240 Weight: 146lb o ail o 4x6= Plata Offsets X 4-7-12 4-7-12 1:0-0-0 0-1-1 5:0-0-0 0-1-1 LOADING (pst) TCLL 30.0 TCDL 12.5 BCLL 0.0 8CDL 7.5 SPAetNG 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code UBC/ANSI95 LUMBER TOP CHORD 2 X 4 SPF NO.2 BOT CHORD 2 X 6 SPF 1650F 1.5E WEBS 2 X 4 WW Stud WEDGE Left: 2 X 3 WW Std, Right: 2 X 3 WW SId REACTIONS (Iblsize) 1=213710-3-8,5=343210-3-8 Max Horz 1 =77(load case 3) Max Uplift1 =-846(load case 4), 5=-1002(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2~3468, 2-3=-2513, 3-4~2517, 4-5=-4165 BOT CHORD 1-8=2924,7-8=2924,6-7=3564,6-9=3564,5-9=3564 WEBS 2-8=668,2-7=-870, 3-7=1799, 4-7~1615, 4-6=1368 BRACING TOP CHORD Sheathed or 6-0-0 on center purtin spacing, BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. NOTES 1) 2-ply truss to be connected together with 1 Cd Common(.148"x3") Nailsas follows: Top chords connected with 1 row(s) at 0-9-0 on cenler, Bottom chords connected with 2 row(s) at 0-7-0 on cenler. Webs connected with 1 row(s) at 0-9-0 on center. 2) This truss has been checked for unbalanced loading conditions. 3) This lruss has been designed for the wind loads generaled by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 pst bottom chord dead load, 1 ()() mi from hurricane oceanline, on an occupancy category I, cond~ion I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33. and the plate grip increase is 1.33 4) All plates are M20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 646lb uplift at joint 1 and 1002 Ib uplift at joinl5. 6) This truss has been designed with ANSIITPI1-1995 criteria. LOAD eASElS) 1) Regular: Lumber Increase=1.15. Plate Increase=1.15 Unrtorm Loads (pI!) Vert: 1-2=-85.0,2-3=-85.0,3-4=-85.0,4-5=-85.0,1-8=-140.0, 7-8=-140.0, 6-7~14O.0, 6-9=-140.0, 5-9~.6 Continued on e 2 Job Truss Truss Type Qty Ply KENNEDY, JOHN - DUPLEXES 8KENNDUP JG ROOF TRUSS '.. 4.0-32 s Dee 161997 MiTek Industries, Inc. Fri May 1512:57:461998 Page 2 2 High Plateau Truss, Inc" Goiden, CO 80403 LOAD CASEIS) 2) Wind Left: Lumber Increase=1.33, Plate Increase=I.33 Uniform Loads (pit) Vert: 1-2=27.9,2-3=27.9,3-4=44.1,4-5=44.1,1-8=24,3, 7-8=24,3, 6-7=24,3, 6-9=24.3, 5-9=159.1 Horz: 1-2=-37.9, 2-3=-37.9, 3-4=54.1, 4-5=54.1 3) Wind Right: Lumber Increase=1.~, Plate Increase=1.33 Uniform Loads (pit) Vert: 1 -2=44,1 , 2-3=44.1, 3-4=27.9, 4-5=27.9, 1-8=24.3, 7-8=24.3, 6-7=24.3, 6-9=24.3, 5-9=158.1 Horz: 1-2=-54.1, 2-3=-54.1 , 3-4=37.9, 4-5=37.9 4) 1 st Wind Parallel: Lumber Increase=I.33, Plate Increase=I.33 Uniform Loads (pit) Vert: 1-2=44.1,2-3=44.1,3-4=44.1,4-5=44.1, 1-8=24.3,7-8=24.3,6-7=24.3,6-9=24.3,5-9=159.1 Horz: 1-2=-54.1, 2-3~54,1, 3-4=54.1, 4-5=54.1 5) 1 st unbalanced Regular: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pit) Vert: 1-2=-85.0,2-3=-85.0, 3-4=-25.0, 4-5=-25.0,1-8~14O.0, 7-8=-140.0, 6-7~140.0, 6-9=-140.0, 5-9=-830.6 6) 2nd unbalanced Regular: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pit) Vert: 1-2=-25.0, 2-3=-25.0, 3-4=-85.0, 4-5=-85.0, 1-8~14O.0, 7-8=-140.0, 6-7=-140.0, 6-9=-140.0, 5-9=-630.6 Job Truss Truss Type 8KENNDUP K ROOF TRUSS Qly Ply 7 KENNEDY, JOHN - DUPLEXES High Plateau Truss, Inc., Golden, CO 80403 4.0-32 s Dee 161997 MiTek Industries, Inc. Fri May 1512:57:491998 Page 1 11-6-? 1-6-0 4-7-12 4-7-12 9-0-0 4-4-4 13-4-4 4-4-4 18-0-0 4-7-12 ~ 9-6-p 1-6-0 4x6= 6.00[12 5 2x4= '" 3 10 ~ , 0 0 2 5x8= ~ ail 1 , N 0 6xB"" 6x8.::::: 3xS-:':::: 4.00 [12 3xS'::::::- 9-0-0 18-0-0 9-0-0 9-0-0 Plale Offsels X 2:0-1 -11 0-4-4 8:0-1-110-4-4 LOADING (pst) SPACING 2-0-0 CSI OEFL (in) (100) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.61 Vert(LL) -0.29 10 >748 M20 169/123 TCDL 12.5 Lumber Increase 1.15 BC 0.95 Vert(TL) -0,53 8-10 >402 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.39 8 nIa BCDL 7.5 Code UBC/ANSI95 Min Length 1 LL defl = 240 Weight: 64 Ib LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 WW Stud "Except" W1 2X4 SPF No.2 SLIDER Left 2 X 4 WW Stud 2-0-1, Right 2 X 4 WW Stud 2-0-1 REAeTIONS (Iblsize) 2=102610-3-8,8=1028/0-3-8 Max Horz 2=-85(load case 2) Max Uplifl2=-432(load case 4), 8=-432(load case 4) FOReES (Ib) - First Load Case Only TOP CHORD 1-2=14,2-3=-2728,3-4=-2728,4-5=-2278,5-6=-2278, 6-7=-2728, 7-8=-2728, 8-9=14 BOT CHORD 2-10=2453,8-10=2453 WEBS 4-10=-290,5-10=1631,6-10=-290 BRACING TOP CHORD Sheathed or 2-9-12 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or s...o....12 on center bracing. NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 11: above ground level, using 5.0 psftop chord dead load and 5.0 psf bottom chord dead load. 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASeE 7-93 per USe/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are M20 plates unless otherwise indicated. 4) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSlffPI1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 432 Ib uplift at joint 2 and 432 Ib uplift at joint 8. 6) This truss has been designed with ANSlfTPI1-1995 criteria. LOAD CASEIS) Standard _r__'; Job Truss Truss Type ROOF TRUSS Qty Ply KENNEDY, JOHN - DUPLEXES 8KENNDUP KGE High Plateau Truss, Inc" Golden, CO 80403 4.0-32 s Dee 161997 MiTe!< Industrtes, Inc, Fri May 1512:57:511998 Page 1 -11-6-? 1-6-0 4-7-12 4-7-12 13-4-4 4-4-4 4x6= 1.5x4 II 1.5x411 1.5x411 1.5x411 9-0-0 4-4-4 18-0-0 4-7-12 119-6-p 1-6-0 6.00[12 1.5x411 1.5x411 8 1.5x411 1.5x411 o o 2 cxa1 o 23 22 212019 18 5x6 '" ~ , o 14 aT'"" 1MN o 4x611 1.5x411 1.5x411 3x4'i 1,J5Mtff.5X411 9-0-0 9-0-0 1.5x4 II 1.5x4 II 4x6 II 1.5x411 1.5x411 3x4"" 18-0-0 9-0-0 Plate Offsets X 2:0-5-10-1-11 14:0-5-10-1-11 LOADING (pst) TCLL 30.0 TCDL 12.5 BCLL 0.0 BCDL 7.5 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC/ANSI95 CSI TC 0.26 BC 0.04 WB 0.10 (Matrtx) DEFL (in) (100) Vert(LL) nIB Vert(TL) 0.02 Horz(TL) 0.00 Min Length 1 LL defl = 999 Vdefl nIB >975 nla PLATES GRIP M20 169/123 Weight: 83lb LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF NO.2 OTHERS 2 X 4 WW Stud SLIDER Lefl2X4WW Slud 1-7-1, Right2X4 WW Stud 1-7-1 REAeTIONS (Iblsize) 2=396118-0-0,20=33118-0-0,14=396118-0-0,21=123/18-0-0,22=146/18-0-0,23=78/18-0-0, 24=265/18-0-0, 19=123/18-0-0, 18=146/18-0-0,17=78/18-0-0,16=265/18-0-0 Max Horz2=141 (load case 3), 14=-141 (load case 2), 22=-1 (load case 2), 23=5(load case 2), 24~(load case 2), 18=1 (load case 3), 17=-5(load case 3), 16=6(load case 3) Max Uplifl2=-203(load case 4), 14=-203(load case 4), 21 =-53(load case 3), 22=-72(load case 3), 23=-40(load case 4), 24=-134(load case 3), 19=-53(load case 2), 18~72(load case 2), 17~(load case 4), 1 6=-134(load case 2) Max Grav2O=109(load case 4), 14=396(load case 1), 21=129(load case 5), 22=I46(load case 5), 23=78(load case 1), 24=275(load case 5) , 19=129(load case 6), 18=148(load case 6), 17=78(load case 1), 16=275(1oad case 6) BRAelNG TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 1-4-14 on center bracing. FORCES (Ib) - First Load Case Only TOP CHORD 1-2=28, 2-3~238, 3-4=-125, 4-5=-167, 5-6=.147, 6-7=-152, 7-8=-148, 8-9=-148, 9-10~152, 10-11=-147,11-12=-167,12-13=-125,13-14=_238,14-15=28 BOT CHORD 2-24=8,23-24=3,22-23=3,21-22=3,20-21=3, 19-20=-3, 18-19~3, 17-18=-3, 16-17=-3, 14-16=-8 WEBS 8-2O~13, 7-21=-104, 6-22~125, 5-23~, 4-24=-=, 9-19=-104, 10-18=-125,11-17=-88, 12-16=-= NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) Gable requires continuous bottom chord. bearing. 4) Gable studs spaced at 1-4-0 on center. 5) For sluds exposed 10 wind, see MiTek "Standard Gable End Detail" 6) Bearing at joint(s) 2, 14. 24, 16 considers parallel to grain value using ANSIITPI1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2031b uplift at joint 2, 203 Ib uplift at jolnl14, 53 Ib uplift at joinl21, 721b uplift at joint 22, 40 Ib uplift at joint 23, 134lb uplift at joint 24, 53 Ib uplift at joinl19, 72 Ib uplift at joinl18, 40 Ib uplift at joinl17 and 134 Ib uplift al joint 16. 8) This truss has been designed with ANSlfTPI1-1995 criteria. LOAD eASE(Sl Standard "'''__"\_.__n..___.., .