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HomeMy WebLinkAbout6380 W. 39th Avenue41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: r11� i Job Address: !gn_0/ Ay� Permit Number: 42 � 62 tV ❑ No one available for inspection: Time M/ M Re -Inspection required: Yes /"No li When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: /O 0-2,0zW Inspector: 5/1', DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: f Permit Number: ❑ No one available for inspection: Time �AM/PM Re -Inspection required: Yes No,,,/ When corrections have been ma schore=lns ction online at: http✓/www.ci.wheatridge.co.us4nsp i¢n Daw, 1 e '7 ° y o i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: F 9 1 /L-1 fliz, /- Job Address: 6 3 go 61,1,3 = -A ye, Permit Number: C _ ❑ No one available for inspection: Time 'a . `?2 AM/,PM Re -Inspection required: DesNo When corrections have been made, schedule for re -inspection online at: http //www.ci.wheatridge.co.uslinspection Date: l0 -7-2�9&7 Inspector: DO NOT REMOVE THIS NOTICE a CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: .2K It Job Address: 4ij A V(L- Permit Number: en Q FEW M IJ No one available for inspection: Time AM/PM Re -Inspection required: Yes No, When corrections have been made, schedule for re -inspection online at: http://Www.ci.wheatridge.co.uslinspection Date: -,./r,i-i^?7-?4j--?-'t*tnspector: S/�? DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:" tAE� 1 Job Address: S 1 _3�1W,1- Permit Number: to ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: h ttp✓/www. cL wheatridge. co. us/inspection Date: '°f/ -41e ->p' Inspector: DO NOT REMOVE THIS NOTICE (99 J2.26 ENGINEERING 21 September 2020 Kristina Gaw 6380 W 39th Avenue Wheat Ridge, CO 80033 kgaw@sbcglobal.net (775)690-6515 Dan Canda, P.E. J2.26 Engineering 6937 W 83rd Way Arvada, CO 80003 dcanda@1226engineering.com (720) 937-2055 RE: Structural Review 6380 W 39th Avenue J2.26 Project #: 20161 Kristina, z4020 ©/ 63(�; At your request, J2.26 Engineering arrived at your residence located at 6380 W 39th Avenue in Wheat Ridge, Colorado to review the framing changes of the current remodel, specifically to determine if specific walls are partition (non -load bearing walls) or load bearing walls. There are (4) walls in question. The wall description and wall type are as follows: 1. Kitchen pantry walls — partition wall/non-load bearing 2. Stair and loft guardrail/pony wall — partition wall/non-load bearing 3. Master bedroom: closet wall — partition wall/non-load bearing 4. Master Bedroom: water closet wall — partition wall/non-load bearing All walls above are non-structural/non-load bearing walls and may be removed safely without installing replacement walls or column/beam systems. The seal below indicates that the review, considerations, and any applicable calculations were completed by me or under my direct supervision. Please feel free to contact me if you have any additional questions about this report. Regard Q,pO� LIEF C. -1"YO 0 9 Digitally signed by Daniel M. Ganda E=dcanda@j2.26engine,mng. m, aniel M. Canda, P.E. 0047958 O=J2.26 En eerie 1 M. Canda OD=Preside il, GN=Daniel M. Ganda Reason: l am the author or this President document ,.. Date: 2D20.09.2210:09:1 8-06'00' J2.26 Engineering, LLC �FSSipNAt 6937 W 83rd Way, Arvada, CO 80003 - www.i226engineering.com - 720.937.2055 Page 1 of 1 A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office -1�9� INSPECTION NOTICE Inspection Type: Ems_ ., Job Address: 15; !KC? L[/ 7fZT, -- Permit Number: div Z-© ❑ No one available for inspection: Time ,'� jW. PM Re -Inspection required:�Yess No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: /Q -3--20 nspector: DO NOT REMOVE THIS NOTICE 6380 w 39th ave J2.26 ENGINEERING 21 September 2020 Kristina Gaw 6380 W 391h Avenue Wheat Ridge, CO 80033 keaw@sbcelobal.net (775)690-6515 Dan Canda, P.E. J2.26 Engineering 6937 W 83rd Way Arvada, CO 80003 dcanda@i226eneineerins.com (720) 937-2055 RE: Structural Review 6380 W 391h Avenue J2.26 Project #: 20161 Kristina, At your request, J2.26 Engineering arrived at your residence located at 6380 W 391h Avenue in Wheat Ridge, Colorado to review the framing changes of the current remodel, specifically to determine if specific walls are partition (non -load bearing walls) or load bearing walls. There are (4) walls in question. The wall description and wall type are as follows: 1. Kitchen pantry walls — partition wall/non-load bearing 2. Stair and loft guardrail/pony wall — partition wall/non-load bearing 3. Master bedroom: closet wall — partition wall/non-load bearing 4. Master Bedroom: water closet wall — partition wall/non-load bearing All walls above are non-structural/non-load bearing walls and may be removed safely without installing replacement walls or column/beam systems. The seal below indicates that the review, considerations, and any applicable calculations were completed by me or under my direct supervision. Please feel free to contact me if you have any additional questions about this report. Regards p POO _LloF.> M. C Digitally signed by Daniel M. Cauda -Daniel M. Canda, P.E. 0047958 E-dicendaQ2.28engineedng.com, 1 M. Canda o= Presldeennit, CN=Dania) M. Canda — ...-- r Reason: l am the author or this document President Date: 2020.09.2210:09:78-06'00' J2.26 Engineering, LLC S/LANAI 6937 W 83rd Way, Arvada, CO 80003 - www.0226engineering.com - 720.937.2055 Page 1 of 1 r e .. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Homeowner Interior Remodel PERMIT - 202001636 202001636 ISSUED: 09/17/2.020 6380 W 39th Ave EXPIRES: 09/17/202.1 Remove non structural walls around shower, toilet and between two closet; Remove non structural pony wall around stairs and replace with rails to code; Remove non structural pony wall off kitchen wall and replace with an island; Remove non structural wall around pantry and replace with cabiriets; Build new wall in Mechanical Room to accommodate .relocation of washer and dryer. Add lighting to existing circuits and removing old fixtures and devices to modern low wattage LED in the kitchen, loft, bath3 and mechanical room - 400 sq ft total I*** CONTACTS *** OWNER (775)690-6515 CAW KRISTINA *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *'** ESTIMATED PROJECT VALUATION: 73,470.00 FEES Total Valuation 0.00 Plan Review Fee 599.79 Use Tax 1,542.87 Permit Fee 922.75 ** TOTAL ** 3,065.41 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. If professionals are hired, those contractors are licensed with the City of Wheat Ridge and are listed on the permit.:. NOTE: Consultations and inspections will only be performed with the homeowner of record present. All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. IIT NO: ADDRESS: DESCRIPTION: City of Wheat Ridge Homeowner Interior Remodel PERMIT - 202001636 202001636 ISSUED: 09/1_7/2020 6380 W 39th Ave EXPIRES: 09/17/2021 Remove non structural walls around shower, toilet and between two closet; Remove cion structural pony wall around stairs and replace with rails to code; Remove non structural pony wall off kitchen wall and replace with an island; Remove non structural wall around pantry and replace with cabinets; Build new wall in Mechanical Room to accommodate relocation of washer and dryer. Add lighting to existing circuits and removing old fixtures and devices to modern 'low wattage LED in the kitchen, loft, baths and mechanical room - 400 sq ft total I, by m signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am tl�e legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed i this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit tee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5, The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The iss ce or grantin . a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applic 1 od or any nance 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. valuation changed From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Residential Interior Remodel Date: Monday, August 17, 2020 8:22:25 PM Residential Interior Remodel This application is exclusively for Residential Interior Remodels and other scopes of work which do not have a specific form already available. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 6380 W 39th Ave Wheat Ridge, CO. 80033 Property Owner Name Kristina Gaw Property Owner Phone 775-690-6515 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email kgaw@sbcglobal.net Address Attach City of Wheat Electronic Payment Form - Revised 5-1-20 Ridge Electronic Fillable 20200501162001384920200608 Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Applicant Name Kristina Gaw What is your role in the Property Owner project? Contact Phone Number 775-690-6515 (enter WITH dashes, eg 303-123-4567) Contact Email Address for Plan Review Comments Retype Contractor Email Address DESCRIPTION OF WORK Detailed Scope of Work - Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc kgaw@sbcglobal.net kgaw@sbcglobal.net Remove non structural walls around shower, toilet and between two closet. Remove non structural pony wall around stairs and replace with rails to code. Remove non structural pony wall off kitchen wall and replace with an island. Remove non structural wall around pantry and replace with cabinets. Build a new wall in Mechanical Room to accommodate relocation of washer and dryer. Adding lighting to existing circuits and removing old fixtures and devices to modern low wattage LED in the kitchen, loft, baths and mechanical room. Location of Work Master bath and closet, Stairs, loft, Kitchen and Mechanical Room. Square Footage Area of Work Being Performed Asbestos Report Upload letter size documents here Construction Plans scanned on 11'x17" or larger approximately 400 square feet at best guess. Field not completed. Prooerty Owner Permit.odf House Drawinas.odf Project Value (contract 2,000 value or cost of ALL materials and labor) 3000 sq ft ' 24.49 = $73,470 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Kristina Gaw Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. e " ` e City of CCOMMUNiTy `7`Theat idge DEVELOPMENT Official Certification of Property Owner Permit THIS IS TO CERTIFY that I, the property owner, by my signature, attest that I currently reside at the project property, or intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers, or, if hiring sub -contractors, list them on the permit. Consultations and inspections will only be performed with the homeowner of record present at the project property. Propert Project signature of Applicant State of Colorado } County of P eC$O0 } ss �5vv�3 �3 The forggoing instrument was acknowledged by me this t7 day of 2020 by �(lCi5'iie2C4 r7q(_J MARIAN HUNT NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20194047825 F MISSION EXPIRES OECEM�BR Ali AAAA Notary Public My Commission Expires A.-�J2�2/20 zj PRE -RENOVATION ASBESTOSINSPECTION 6380 WEST 39TH AVENUE WHEAT RIDGE, COLORADO 80033 PREPARED FOR: Eldridge Davis 6380 Wes[391°Av®ue Wheat Ridge, Colorado X033 PROJECT. SEI20 P141 PREPARED. STmbar 1't, 2020 Sunrise Environmental, Inc 371 CreAView Drive-POBox429 Black Hawk, Colmdo 80.422 Phone 720 209-5282 Appendices Appendix A - Analytical Data Appendix B - Certifications 2 TABLE OF CONTENTS SECTION DESCRIPTION PAGE CERTIFICATION OF RESULTS 3 1.0 EXECUTIVE SUMMARY 4 2.0 SCOPE AND FACILITY INFORMATION 5 2.1 Inspection Objectives and Scope 5 2.2 Review of Existing Information 5 3.0 METHODS AND TECHNIQUES 6 3.1 Inspection 6 3.2 Bulk Sampling 6 3.3 Sample Analysis 7 4.0 ASBESTOS -CONTAINING MATERIAL DESCRIPTIONS AND RECOMMENDATIONS 8 5.0 PRESUMED ASBESTOS CONTAINING MATERIAL DESCRIPTIONS AND RECOMMENDATIONS 8 6.0 NON -ASBESTOS CONTAINING MATERIAL DESCRIPTIONS 8 7.0 INSPECTOR COMMENTS 9 8.0 CONCLUSIONS AND RECOMMENDATIONS 9 9.0 LIMITATIONS 9 Appendices Appendix A - Analytical Data Appendix B - Certifications 2 Pre -Renovation Asbestos Inspection 6380 West 39'Avenue, Wheat Ridge, Colorado 80033 CERTIFICATION OF RESULTS This Pre -Renovation Asbestos Inspection was performed on behalf of Eldridge Davis (hereafter referred to as "Client"), subsidiaries, partners, directors and officers, and all successors and assigns, solely for use in evaluation of the presence of asbestos -containing building materials sampled at 6380 West 39"' Avenue, Wheat Ridge, Colorado 80033 (hereafter referred to as the "Site"). The information herein is only for the specific use of Eldridge Davis and Sunrise Environmental, Inc. Use by any other parties is unauthorized. Sunrise Environmental, Inc. accepts no responsibility for the use, interpretation, or reliance by other parties on the information contained herein, unless written authorization is obtained by Sunrise Environmental, Inc. This report is respectfully submitted this lsr day of September, 2020. Sunrise Environmental, Inc. Digitally signed by Scott D Sanders Date: 2020.09.01 10:08:16 -06'00' Scott D. Sanders President CDPHE Building Inspector Certificate #633 3 Pre -Renovation Asbestos Inspection 6380 West 39'Avenue, Wheat Ridge, Colorado 80033 1.0 EXECUTIVE SUMMARY Sunrise Environmental, Inc. has completed a Pre -Renovation Asbestos Inspection at 6380 West 39th Avenue, Wheat Ridge, Colorado 80033. The inspection was limited to the interior of the residence. The inspection was performed by Mr. Scott D. Sanders of Sunrise Environmental, Inc. August 241', 2020. After identifying Homogeneous Areas of suspect Asbestos Containing Building Materials (ACBM), the inspector collected bulk samples from each Homogeneous Area. The bulk samples were submitted to an independent laboratory and were analyzed by Polarized Light Microscopy. None (0) of the three (3) Homogeneous Areas identified and sampled by Sunrise Environmental, Inc. were found to contain greater than 1% asbestos. Sunrise Environmental, Inc. did not presume any additional building materials to contain greater than 1% asbestos. In Pre -Renovation Asbestos Inspection 6380 West 39'Avenue, Wheat Ridge, Colorado 80033 2.0 SCOPE AND FACILITY INFORMATION 2.1 Inspection Objectives and Scope Eldridge Davis requested Sunrise Environmental, Inc. to inspect the interior of the residence at 6380 West 39a' Avenue, Wheat Ridge, Colorado 80033 for the presence of asbestos containing building materials (ACBM). Sunrise Environmental, Inc. performed a Pre -Renovation Asbestos Inspection in accordance with the requirements of 40 CFR 61, National Standards for Hazardous Air Pollutants (NESHAP), and Colorado Department of Public Health and Environment Air Quality Control Commission (CDPHE-AQCC) Regulation 8, which require that a building be thoroughly inspected for the presence of asbestos -containing building materials prior to renovation. Our scope of services included the following: • Identify suspect asbestos -containing building materials (ACBM) in the interior of the residence. • Collect bulk samples of all identified suspect materials in accordance with 40 CFR 763.86 and CDPHE-AQCC Regulation # 8. • Submit the bulk samples to a NVLAP accredited asbestos laboratory for analysis; • Specify the condition of the suspect ACBM; • Compile a final report of findings. Sunrise Environmental, Inc. made reasonable efforts to locate and identify Asbestos Containing Building Materials (ACBM) within the interior of the residence. Sunrise Environmental, Inc. performed destructive access to inspect inaccessible areas, however, should unidentified suspect materials be encountered, additional bulk material samples should be collected to determine potential asbestos content. The inspection was conducted by CDPHE Certified Asbestos Building Inspector Scott D. Sanders. 2.2 Review of Existing Information No previous asbestos inspection data regarding asbestos containing building materials was provided for review. 5 Pre -Renovation Asbestos Inspection 6380 West 39'Avenue, Wheat Ridge, Colorado 80033 3.0 METHODS AND TECHNIQUES 3.1 Inspection Sunrise Environmental, Inc. inspected the interior of the residence to locate and identify friable and non -friable asbestos containing building materials. Mr. Scott D. Sanders of Sunrise Environmental, Inc. performed the inspection August 24"', 2020. Mr. Sanders is a Colorado Department of Public Health and Environment (CDPHE) certified asbestos building inspector. The inspector visually inspected accessible portions of the renovation areas to locate and identify suspect ACBM, touched suspect ACBM to determine friability, and determined the extent of homogeneous areas of friable and non -friable suspect ACBM. 3.2 Bulk Sampling Random bulk samples, representative of the suspect asbestos -containing building materials of each homogeneous area, were collected according to guidelines published as Environmental Protection Agency (EPA) Final Rule: Title II of the Toxic Substances Control Act (TSCA), 15 USC, Sections 2641 through 2654 and in compliance with 40 CFR, Part 763 and Colorado Department of Public Health and Environment (CDPHE), Regulation Number 8. Representative sampling is based on the following criteria: 1. The distribution of the suspect material throughout the homogeneous area. 2. The suspect materials physical characteristics and application. 3. Random sampling patterns determined for each homogeneous area Suspect materials sampled and analyzed should be considered representative of materials in each homogeneous area if: 1. They exhibit similar physical characteristics. 2. The application of the sampled material can be correlated to the application of un -sampled material. Suspect materials similar in appearance and application were sampled as homogeneous areas. Suspect materials were divided into three classifications and sampled according to applicable regulations based on classification of each homogeneous material and the quantity of each homogeneous material as listed below: Surfacing Materials - Troweled on or sprayed on material • 1,000 square feet requires a minimum of three (3) samples • Greater than 1,000 square feet but less than or equal to 5,000 square feet requires a minimum of five (5) samples • Greater than 5,000 square feet requires a minimum of seven (7) samples 2. Thermal System Insulation 0 Each system requires three (3) samples Pre -Renovation Asbestos Inspection 6380 West 39'Avenue, Wheat Ridge, Colorado 80033 3. Miscellaneous - other suspect materials not classified in the above categories • Sufficient samples to adequately characterize the materials with a minimum of two (2) samples A material can either be friable or non -friable. A friable material is one that, when dry, can be pulverized or reduced to powder by hand pressure. A non -friable material cannot be reduced to a powder by hand pressure. A non -friable material may become friable if its condition has deteriorated or has been impacted by forces that have rendered it friable. After identifying homogeneous areas of suspect ACBM, representative samples from each homogeneous area were collected. The inspector randomly selected the sample locations and collected samples in a manner to minimize the release of fibers into the air. The inspector collected a small bulk sample of the material using an appropriate tool (e.g, clean knife or chisel), and placed each bulk sample into an unused, uniquely labeled, sealable bag. The inspector documented each homogeneous area, sample location, sample number and other pertinent information at the time of the inspection. A total of twelve (12) bulk samples were collected for analysis from three (3) separate Homogeneous Areas. Samples were analyzed with a 5 -day turnaround at the client's request. 3.3 Sample Analysis Bulk samples collected were submitted for analysis at FRS Geotech, Ina located at 1441 West 46a' Avenue, Suite 14, Denver, Colorado 80211. Bulk samples were analyzed by Polarized Light Microscopy (PLM) to determine asbestos content. FRS Geotech, Inc. is accredited by the National Institute of Standards and Technology (NIST) under the National Voluntary Laboratory Accreditation Program (NVLAP). PLM was performed in compliance with guidelines established by the USEPA (EPA 600 Method). A building material of a given homogeneous area is considered to be ACBM based on a finding that at least one sample collected from the material showed asbestos present in an amount greater than one percent (1.0%). A building material is not to be considered ACBM only if the results of all samples collected from the material showed asbestos content to be equal to or less than one percent (1.0%). The CDPHE-AQCC require point count analysis for friable materials greater than 0% but equal to or less than 1.0% to disprove false negative results analyzed by visual estimation. EPA-NESHAP recommends point count analysis for visual estimations from greater than 1% to 10% to disprove false positive results or consider the material to be asbestos - containing. SEI recommends point count analysis up to 2% based on experience and quality of analysis. None of the samples collected were submitted for point count analysis. The Polarized light Microscopy analysis of the bulk samples was performed on August 31st, 2020 as listed in the Analytical Data Section of this report (See Appendix A). Condition assessments were performed by the accredited inspector at the time of inspection. 7 Pre -Renovation Asbestos Inspection 6380 West 39'Avenue, Wheat Ridge, Colorado 80033 4.0 Asbestos Containing Building Material Descriptions and Recommendations No asbestos was detected in any of the bulk samples collected. 5.0 Presumed Asbestos Containing Building Materials Sunrise Environmental, Inc. did not presume any additional building materials to contain greater than 1% asbestos. 6.0 Non -Asbestos Containing Building Materials The following building materials were sampled and found to contain 1% or less asbestos: Sample Homogeneous Area Sample Number: & Material Description: Location: 1-1 Homogeneous Area 1: (8,500 sq. ft.) Ground floor, Knock -down drywall texture Kitchen, (Surfacing Material Friable North wall, center 1-2 Homogeneous Area 1: (8,500 sq. ft.) Basement, Knock -down drywall texture Bathroom, (Surfacing Material Friable West wall, center 1-3 Homogeneous Area 1: (8,500 sq. ft.) 2°d floor, Knock -down drywall texture Master bedroom, (Surfacing Material Friable West wall, center 1-4 Homogeneous Area 1: (8,500 sq. ft.) Ground floor, Knock -down drywall texture Northeast living room, (Surfacing Material Friable North wall, center 1-5 Homogeneous Area 1: (8,500 sq. ft.) Basement, Knock -down drywall texture Family room, (Surfacing Material Friable West wall, above fireplace 1-6 Homogeneous Area 1: (8,500 sq. ft.) Ground floor, Knock -down drywall texture Bathroom, (Surfacing Material Friable South wall, center 1-7 Homogeneous Area 1: (8,500 sq. ft.) 2°d floor, Knock -down drywall texture South center bedroom, (Surfacing Material Friable South wall, center 2-1 Homogeneous Area 2: (9,500 sq. ft.) Basement, Drywall & joint compound Bathroom, Miscellaneous Material Friable Southwest corner wall 2-2 Homogeneous Area 2: (9,500 sq. ft.) Ground floor, Drywall & joint compound Kitchen, Miscellaneous Material Friable Southeast corner wall 2-3 Homogeneous Area 2: (9,500 sq. ft.) 2°d floor, Drywall & joint compound Southwest bedroom, Miscellaneous Material Friable Northeast corner wall Pre -Renovation Asbestos Inspection 6380 West 39'Avenue, Wheat Ridge, Colorado 80033 Sample Number: Homogeneous Area & Material Description: Sample Location: 3-1 Homogeneous Area 3: (-12 sq. ft.) Ground floor, Backsplash tile adhesive & grout Kitchen, (Surfacing Material Friable North wall, center 3-2 Homogeneous Area 3: (-12 sq. ft.) Ground floor, Backsplash tile adhesive & grout Kitchen, (Surfacing Material Friable North wall, west end 7.0 Inspector Comments Sunrise Environmental, Inc. identified and sampled a total of three (3) Homogeneous Areas, none (0) of which were found to contain greater than 1% asbestos. Bulk samples were collected August 24a', 2020. Sunrise Environmental, Inc. did not presume any additional building materials to contain greater than 1% asbestos. The CDPHE-AQCC requires the removal of friable and non -friable asbestos containing materials prior to renovation activities if the materials will be impacted by the renovation. This asbestos inspection was performed for the purpose of renovation and was limited to the interior of the residence at the client's request. Sunrise Environmental, Inc. made reasonable efforts to locate and identify Asbestos Containing Building Materials (ACBM) and performed some destructive access to access inaccessible areas. If unidentified materials are encountered, additional bulk material samples should be collected to determine potential asbestos content. Inspector's certifications are located in Appendix B of this report. 8.0 Conclusions and Recommendations No asbestos was detected in any of the bulk samples collected. 9.0 Limitations The findings set forth in this report are strictly limited in time and scope to the date of the evaluation(s). The conclusions presented in the Report are based solely on the services described therein, and not on scientific tasks or procedures beyond the scope of agreed upon services. Because of the hidden nature of many building components, it may be impossible to determine if all building components have been located and subsequently tested. Destructive testing in some instances is not a viable option. Sunrise Environmental, Inc. does not, therefore, guarantee that all potential ACM has been located. If unidentified materials are encountered, additional bulk material samples should be collected to determine potential asbestos content. For the same reasons, estimates of quantities are 9 Pre -Renovation Asbestos Inspection 6380 West 39'Avenue, Wheat Ridge, Colorado 80033 subject to readily apparent situations. We do warrant however that the investigations and methodology reflect Sunrise Environmental, hic.'s best efforts based upon prevailing standard of care and due diligence in the environmental field. The purpose of this report was to assess the physical characteristics of the subject Site with respect to the presence of asbestos -containing materials. No specific attempt was made to check on the compliance of present or past owners or operators or of the Site with federal, state or local laws and regulations, environmental or otherwise. 10 APPENDIX A ANALYTICAL DATA FRS Geotech, Inc. 1441 W. 46th Ave, Ste. 14 Denver, CO 80211-2338 August 31, 2020 Mr. Scott Sanders Sunrise Environmental, Inc. P.O. Box 429 Black Hawk, CO 80422 Re: Project: 6380 W. 39th Ave., Wheat Ridge, CO 80033 FRS Lab Number 125672 Dear Mr. Scott Sanders: Phone: (303) 477-2559 (800) 386-3136 FAX: (303) 477-2580 e-mail: frsgeo@ix.netcom.com The bulk samples submitted to FRS Geotech, Inc. have been analyzed by polarized light microscopy (PLM), the EPA -recommended method for determination of fibrous constituents in building materials. The percent of asbestos contained in the samples is a visual estimation based upon comparisons with published charts. The results of these analyses are summarized in the enclosed table. This report relates only to the items received and tested by our laboratory. According to requirements set by the National Institute of Standards and Technology/NVLAP, this report must not be used by the client to claim certification, approval, or endorsement by NVLAP, NIST, or any agency of the Federal Government. Also, NVLAP guidelines specify that this report should not be reproduced, except in full, without the written approval of FRS. A copy of your Chain of Custody is attached for your convenience. This report is considered highly confidential. Results will not be discussed with any person not associated with you. Please call if you have any questions about this work. Sincerely, '91� J David A. Schroeder, Ph.D. Data Controller Enclosures NVLAP Accredited Lab 4102078-0 FRS GEOTECI3, INC. Phone: (303) 477-2559 RESULTS OF BULK ASBESTOS SAMPLE ANALYSIS (800) 386-3136 1441 W. 46th Avenue, Ste. 14 Fax: (303) 477-2580 Denver, CO 80211-2338 BY POLARIZED LIGHT MICROSCOPY (PLM) EPA -600/R-93/116 e-mail: frsgeo@ix.netcom.com Client: Sunrise Environmental, Inc. Lab No.: 125672 Project: 6380W. 39th Ave., Wheat Ridge, CO 80033 Pagel of 2 Sample No. [layer] Sample Nonasbestos Asbestos Description Volume (%) Date Fibrous Material (%) Minerals (%) Summary (%) 11 100% 08/24/20 Fiberglass Amosite Total Asbestos: None Detected Cellulose 2 Anthophyllite Texture[off-whitetexture with off-white paint] Synthetics Chrysotile Other Fibrous Material 2 Others. Crocidolite Trem./Act. Nonfibrous Material 98 12 100% 08/24/20 Fiberglass Amosite Total Asbestos: None Detected Cellulose 2 Anthophyllite Texture [white and off-white textures and paints] Synthetics Chrysotile Other Fibrous Material 2 Others. Crocidolite Trem./Act. Nonfibrous Material 98 13 100% 08/24/20 Fiberglass Amosite Total Asbestos: None Detected Cellulose Trace <1% Anthophyllite Texture [white with off-white paint] Synthetics Chrysotile Other Fibrous Material Trace<1% Others. Crocidolite Trem./Act. Nonfibrous Material 99 114 100% 08/24/20 Fiberglass Amosite Total Asbestos: None Detected Cellulose Trace <1% Anthophyllite Texture [white with off-white paint] Synthetics Chrysotile Other Fibrous Material Trace<1% Others. Crocidolite Trem./Act. Nonfibrous Material 99 1S 100% 08/24/20 Fiberglass Amosite Total Asbestos: None Detected Cellulose 2 Anthophyllite Texture [white with brown paint] Synthetics Chrysotile Other Fibrous Material 2 Others. Crocidolite Trem./Act. Nonfibrous Material 98 116 100% 08/24/20 Fiberglass Amosite Total Asbestos: None Detected Cellulose Trace <1% Anthophyllite Texture [white with off-white paint] Synthetics Chrysotile Other Fibrous Material Trace<1% Others. Crocidolite Trem./Act. Nonfibrous Material 99 * Composite analysis (multilayered sample, see individual layer analyses). Analyst(s):/<�.:�.�lm Completed: 08/312020 FRS GEOTECI3, INC. Phone: (303) 477-2559 RESULTS OF BULK ASBESTOS SAMPLE ANALYSIS (800) 386-3136 1441 W. 46th Avenue, Ste. 14 Fax: (303) 477-2580 Denver, CO 80211-2338 BY POLARIZED LIGHT MICROSCOPY (PLM) EPA -600/R-93/116 e-mail: frsgeo@ix.netcom.com Client: Sunrise Environmental, Inc. Lab No.: 125672 Project: 6380W. 39th Ave., Wheat Ridge, CO 80033 Page 2 of 2 Sample No. [layer] Sample Nonasbestos Asbestos Description Volume (%) Date Fibrous Material (%) Minerals (%) Summary (%) 17 100% 08/24/20 Fiberglass Amosite Total Asbestos: None Detected Cellulose Trace <1 % Anthophyllite Texture [white with off-white paint] Synthetics Chrysotile Other Fibrous Material Trace<1% Others. Crocidolite Trem./Act. Nonfibrous Material 99 21 100% 08/24/20 Fiberglass Trace <1% Amosite Total Asbestos: None Detected Cellulose 12 Anthophyllite Drywall & joint compound [white & white withwhite tape and off-white Synthetics Chrysotile Other Fibrous Material 13 joint compound or texture and paint] Others. Crocidolite Trem./Act. Nonfibrous Material 87 22 100% 08/24/20 Fiberglass Amosite Total Asbestos: None Detected Cellulose 12 Anthonhyllite Drywall & joint compound [pink & white with white tape, off-white joint Synthetics Chrysotile Other Fibrous Material 12 compound or texture and paint] Others . Crocidolite Trem./Act. Nonfibrous Material 88 2-3 100% 08/24/20 Fiberglass Amosite Total Asbestos: None Detected Cellulose 12 Anthonhyllite Drywall&joint compound [white & white withwhite tape, whitejoint Synthetics Chrysotile Other Fibrous Material 12 compound or texture and off-white paint] Others . Crocidolite Trem./Act. Nonfibrous Material 88 31 100% 08/24/20 Fiberglass Amosite Total Asbestos: None Detected Cellulose Trace <1 % Anthophyllite Back splash file adhesive & grout [whitejoint compound or texture with Synthetics Chrysotile Other Fibrous Material Trace<1% white paint, adhesive, grout and tan ceramic tile] Others Crocidolite Trem./Act. Nonfibrous Material 99 32 100% 08/24/20 Fiberglass Amosite Total Asbestos: None Detected Cellulose Trace <1% Anthonhyllite Back splash file adhesive & grout [whitejoint compound or texture with Synthetics Chrysotile Other Fibrous Material Trace<1% white paint, adhesive, grout and tan ceramic tile] Others. Crocidolite Trem./Act. Nonfibrous Material 99 * Composite analysis (multilayered sample, see individual layer analyses). C� Analyst(s):�ir,�lm Completed: 08/312020 i .i .�. / Address: FRS GEOTECH, INC. Bulk Chain of Custody 1441 W. 46'h Ave., Suite 14 Denver, CO 80211-2338 (303)477-2559 or (800)386-3136 FA?C {, 03)477-2580 Accept/ Sample Sample Reject Number Date 2. _3 FRS Lab No.:. ZSPage of L lob D.escrivtiomCa390 !N. ;9 r� P.O. #: U Turnaround time Rush_ I =day_5-day Other: _ Return Sampl *NOTE: Specifying a FAX number authorizes FRS Geotech, Inc. to FAX confidential reports to that number. Sample Description and Location �aao 2. Send White and Yellow copies with samples (Yellow copy returned with Report). Keep Pink copy for Client Records. APPENDIX B CERTIFICATIONS O I Aeelaim Environmenul Service; Ina In„eram.strategies I enema., sewtions CERMES THAT SCOTTD.SANDERS Has eueeeemf IV onnaraua TM EPA-APProaW AHEM Annual RerfreaM1er Counter lor INSPECTOR Tlis course a EPA¢galovN unMr Sri 205 W Ne Tom Corbal AC (TSCA) and moods Ne m a eman6 of CdomUo gdrylelian No. 8 greaseless 07mmm Catalog, N, At?"drWstR44 Experrearn Law, do CATIOLis a eR_.l Sys C 9 did 5i5 �J, .r f, on R z § r- Z O I Aeelaim Environmenul Service; Ina In„eram.strategies I enema., sewtions CERMES THAT SCOTTD.SANDERS Has eueeeemf IV onnaraua TM EPA-APProaW AHEM Annual RerfreaM1er Counter lor INSPECTOR Tlis course a EPA¢galovN unMr Sri 205 W Ne Tom Corbal AC (TSCA) and moods Ne m a eman6 of CdomUo gdrylelian No. 8 greaseless 07mmm Catalog, N, At?"drWstR44 Experrearn Law, do CATIOLis ASBESTOS CONSULTING FIRM misceruesuw Sunrise Environmental, Inc. n,ghtmtiun N,.: ACF -14909 hea Met the mFat "em of 2e 1501, C N5. me WAir r crusty Coottol Cotxoim(in Regulan tion No. C Per, a�e,i is herebyuds,i M to p meaeews ewrvltiog fctivid ea sa required under Regulation No g, Piet n, In the auLe. of COIOtW o, Ieouery 09, 2020 lemu0' W, 5021 _ _ 1 C 1N SITE PLANS ® MUST 13E ON SITE FOR INSPECTION ALL Pro#octa are $atbi�tt Eo Field I"*P&gtEC."s smoke alarms shall comply with section 314 of 201 8 IRC Smoke alarms shall be installed in the following locations= In each sleeping room_ Outside each separate sleeping area in the immediate vicinity of the bedrooms_ On each additional story of the dwelling, including basements and habitable attics and not including crawl spaces and uninhabitable attics_ In dwellings or dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level_ When more than one smoke alarm is required to be installed within an individual dwelling unit, the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms in the individual unit_ 'v M '�Cc3PAJ-Atj"l City of W he at R�dgc' TYE>EVELUI'M ENT APPF?OVED q Reviewed fr,1r ode Cornplianc,, - - BRANDON F 9/15/2020 Plans Examiner Oate Yatidl[v o? --h, The issuance a/ o F—It or opp--f ojpAvns speclJfcotbru ono cvmpurnhons shah not be o permit for, or on oppr—f a,r ..V vrorobon to ony of Me pro✓rsbrns of Me burlding code or of oqr City orOissonces. Piermtts prreumnsg to arn- outhorlty to *W mr to —1 the P'—s/ons eJ eht.0ydtdVry rods or other ord/rsoranei of the City stmt/ not be s ftoG carbon monoxide alarms shall be installed within 1 rs feet of each sleeping room ,Iniz ll1 provide structural engineer letter for walls that are removed and widening openings to inspector at frame inspection 40 ALL WORK SHALL COMPLY WITH 2018 IRC, 2018 IECC, 2020 NEC, COLOFRADO PLUMBING CODE I shower -head locations shall comply with Colorado plumbing code ° �v � S ac � fr,,• JAL- �`� ` Q �j Vf I Cq I W r` fit' -- i !r, y -- 4 � t 4=Ky aC Whe2st Ridge Suifdirg �ivison tpv1"a�sr� G Vvc..- k i ►v *•hwy 1 0 vppev( Leye( L-;:�.- Qp e)rq )[ TlG n r` a'^ Z y> provide gas line isometric to inspector prior to gas line inspection for review �` �uY� A-4 cloths dryer exhaust shall comply with m1502 ` 1 M r !s- a' T mplywithm1504 ; i r r !s- a' T mplywithm1504 ; o�o i../ 244 4.6, 701703W - INSPECTION oj7G3W- INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Type Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Uo Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Comments Sewer Service Plumbing UO Not Gover underground or Below/ln-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof 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 � h tom_ 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. wr__� r•or 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 Residential Roofing PERMIT - 201703622 PERMIT NO: 201703622 ISSUED: 07/10/2017 JOB ADDRESS: 6380 W 39th AVE EXPIRES: 07/10/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration asphalt shingles - 24 sq. *** CONTACTS *** OWNER (720)364-9676 COOPER VIRGINIA SUB (303)922-7663 Chuck Cooper 022034 Kape Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,500.00 FEES Total Valuation 0.00 Use Tax 157.50 Permit Fee 172.60 ** TOTAL ** 330.10 *** 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 ori 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. 7 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: M 1 �1) Job Address: (� 3 g) 3q -j-y 4 V 6 Permit Number: ❑ No one available for inspection: Time to: A` PM Re -Inspection required: YesNo /1FL. When corrections have been made, call for re -inspection at 30.X234-593 Date: - !lInspector: 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: (n St b /� • Permit Number: D C) 1 `) �: Z 0 U�� ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for ret' ection at 303-234-5933 Date:_-?- 19'0 Inspector: DO NOT REMOVE THIS NOTICE 7 IV i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 0 _ Job Address: t'4 -1 Permit Number: {� V r /7 0 U -v 0 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -ins ection at 303-234-5933 Date: �` 19 " 0 Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge " Residential Roofing PERMIT - 201703622 PERMIT NO: 201703622 ISSUED: 07/10/2017 JOB ADDRESS: 6380 W 39th AVE EXPIRES: 07/10/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration asphalt shingles - 24 sq *** CONTACTS *** OWNER (720)364-9676 COOPER VIRGINIA SUB (303)922-7663 Chuck Cooper 022034 Kape Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,500.00 FEES Total Valuation 0.00 Use Tax 157.50 Permit Fee 172.60 ** TOTAL ** 330.10 *** 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 - 201703622 PERMIT NO: 201703622 ISSUED: 07/10/2017 JOB ADDRESS: 6380 W 39th AVE EXPIRES: 07/10/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration asphalt shingles - 24 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 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. n n A tll k1l1_1_� Signature of OWNER of 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 pen -nit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. 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 issuances g ting of a permit shall not b construed to be a permit for, or an approval of, any violation of any provision of any applicable code ordman o" r ul `o`h f this jurisdiction. Approval of work is subject to field inspection. g 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 7,017 0sL %Z_ From: no-reply@ci.wheatridge.co.us Sent: Tuesday, June 27, 2017 11:55 AM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Dane Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number 6380 W 39th Ave Virginia Cooper 720-364-9676 7d 0 D 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 Name Kape Roofing Contractor's License 022034 Number (for the City of Wheat Ridge) Contractor Phone 3039227663 Number Contractor Email Address mail@kaperoofing.com Retype Contractor Email Address DESCRIPTION OF WORK Are you re -decking the roof? Description of Roofing Material Select Type of Material If "Other" is selected above, describe here: mail@kaperoofing.com No 3 Owens Corning Duration Asphalt Field not completed. How many squares of the 24 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. i TOTAL SQUARES of all roofing material for this proj ect Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract value or cost of ALL materials and labor) 24 Tear off to deck, re -roof house with asphalt shingles 7500 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 Isela Brown Email not displaying correctly? View it in your browser. 3 C iT Roof Coyer/type/style Cv7 Color Remove Base Felt Valley td Ridge i( Decking I( Metal Edge Color LX Pipe Flashings Y Vents 2( Stack Caps Home Office 12096 W 50th Place, Wheat Ridge, CO 80033 Ph 303-922-7663+866-925-5273, Fax 303-762-9006 Colorado Springs, CO 719-475-7663 Salina, KS - 315 W Pacific Ave Ph 785-826-2577, Fax 785-826-2523 Wichita, KS 316-686-7663 Omaha, NE 402-573-7663 Oklahoma 405-340-2727 Missouri 913-287-7663 Contract 1t ..Billing Aciclres� State IJ Zip Work Phone - RrClean up and haul off roof debris air Nail Magnet used around house Id Protect Landscaping 0" Driveway Inspection d Manuf. Ltd. Warranty yrs. KAPE workmanship warranty: Xyrs 5 Make Checks Payable to: Kape Roofing & Gutters $ Cj�i� upon commencement of work (Any payments made prior to commencement will be hold in trust until the materials are delivered and the work begins) $ PWAV) pp l � l (Balance) Upon Completion of Work' INSURANCE ALLOWANCE AGREEMENT Customer authorizes Carrier to pay KAPE directly for all agreed upon work. (Initials) Kermit add cost $ Contractor 10% C (Warranty terms apply) Approximate Date of Service: U / 13ZI-1 p c TOTAL $ Price of goods & services *KAPE Roofing & Gutters Inc reserves the right to file for supplemental insurance claims when necessary, which shall become a part of this agreement. KAPE Roofing & Gutters Inc, as the contractor, is entitled to the full O&P provided by the insurance company. Building Owner (s) (Customer) hereby retains Kape Roofing & Gutters, Inc. (KAPE) to repair/replace the roof and/or gutters upon the above stated property, contingent upon KAPE' s receipt of Customer's insurance company (Carrier) approval and payment of said work. Customer understands and agrees that KAPE Roofing & Gutters, Inc. will review said work proposal with Carrier's representative. Work will commence only after KAPE and carrier agree upon the extent of damages and the cost of repairs and replacements. This agreement is for full scope of insurance proceeds not excluding deductible, depreciation, overhead, and profit, therefore CUSTOMER'S OUT OF POCKET EXPENSE WILL BE CUSTOMER'S INSURANCE POLICY DEDUCTIBLE AND ANY NON RECOVERABLE DEPRECIATION for work agreed upon between Carrier and KAPE. AS PER CO LAW SB38, KAPE CANNOT PAY WANE OR REBATE THE DEDUCTIBLE IN PART OR IN WHOLE. Customer agrees to provide all necessary documentation for the claim, and any documentation necessary to facilitate payment from the Carrier or Mortgage Company. Carrier only pays for installed materials. All surplus material is property of KAPE. Replacement of deteriorated siding, decking, fascia board, ventilators, flashing, or other materials is not included and will be charged as extra unless otherwise stated above. Customer may be required to supply all electricity necessary for the work. Lien waiver submitted upon final payments. KAPE is not responsible for interior personal items . All work is to be completed in a workmanlike manner according to standard practices. The Customer hereby acknowledges that KAPE may be subject to delays due to inclement weather or material shortages, which are each beyond the control of KAPE and therefore accepts any delays that may occur by one or all of these circumstances upon completion of said work. Customer grants access to the property as is necessary for the setup and execution of work. Any changes fron-i the above speciftcatiurk. involving extra costs will be executed only upon written order and will become and extra charge over and above the estimate. WARRANTY TERMS: KAPE Roofing & Gutters, Inc., agrees to repair any defect in workmanship for a period of two (2) years following work completion. KAPE' s liability is limited to its cost to affect any warranty repairs. Warranty does not cover damage to roofs caused by lightning, gale (>50mph), hurricane, tornado, hailstorm, or other violent storm, impact of foreign objects or damage to roof,a to settlement, distortion, failure or cracking of the roof deck, walls, or foundation of building. This WARRANTY is null and void if payment, or any other to f the contract have not been met. THIS WARRANTYIS NDN -TRANSFERABLE. All statements on reverse side apply to contract. Accepted by Insured: Insurance Co.: Kape Rep: Date: Date: Claim #: Date: 12 t City of Wheat Ridge " Residential Roofing PERMIT - 201703622 PERMIT NO: 201703622 ISSUED: 07/10/2017 JOB ADDRESS: 6380 W 39th AVE EXPIRES: 07/10/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration asphalt shingles - 24 sq *** CONTACTS *** OWNER (720)364-9676 COOPER VIRGINIA SUB (303)922-7663 Chuck Cooper 022034 Kape Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,500.00 FEES Total Valuation 0.00 Use Tax 157.50 Permit Fee 172.60 ** TOTAL ** 330.10 *** 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 - 201703622 PERMIT NO: 201703622 ISSUED: 07/10/2017 JOB ADDRESS: 6380 W 39th AVE EXPIRES: 07/10/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration asphalt shingles - 24 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 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. n n A tll k1l1_1_� Signature of OWNER of 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 pen -nit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. 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 issuances g ting of a permit shall not b construed to be a permit for, or an approval of, any violation of any provision of any applicable code ordman o" r ul `o`h f this jurisdiction. Approval of work is subject to field inspection. g 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 7,017 0sL %Z_ From: no-reply@ci.wheatridge.co.us Sent: Tuesday, June 27, 2017 11:55 AM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Dane Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number 6380 W 39th Ave Virginia Cooper 720-364-9676 7d 0 D 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 Name Kape Roofing Contractor's License 022034 Number (for the City of Wheat Ridge) Contractor Phone 3039227663 Number Contractor Email Address mail@kaperoofing.com Retype Contractor Email Address DESCRIPTION OF WORK Are you re -decking the roof? Description of Roofing Material Select Type of Material If "Other" is selected above, describe here: mail@kaperoofing.com No 3 Owens Corning Duration Asphalt Field not completed. How many squares of the 24 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. i TOTAL SQUARES of all roofing material for this proj ect Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract value or cost of ALL materials and labor) 24 Tear off to deck, re -roof house with asphalt shingles 7500 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 Isela Brown Email not displaying correctly? View it in your browser. 3 C iT Roof Coyer/type/style Cv7 Color Remove Base Felt Valley td Ridge i( Decking I( Metal Edge Color LX Pipe Flashings Y Vents 2( Stack Caps Home Office 12096 W 50th Place, Wheat Ridge, CO 80033 Ph 303-922-7663+866-925-5273, Fax 303-762-9006 Colorado Springs, CO 719-475-7663 Salina, KS - 315 W Pacific Ave Ph 785-826-2577, Fax 785-826-2523 Wichita, KS 316-686-7663 Omaha, NE 402-573-7663 Oklahoma 405-340-2727 Missouri 913-287-7663 Contract 1t ..Billing Aciclres� State IJ Zip Work Phone - RrClean up and haul off roof debris air Nail Magnet used around house Id Protect Landscaping 0" Driveway Inspection d Manuf. Ltd. Warranty yrs. KAPE workmanship warranty: Xyrs 5 Make Checks Payable to: Kape Roofing & Gutters $ Cj�i� upon commencement of work (Any payments made prior to commencement will be hold in trust until the materials are delivered and the work begins) $ PWAV) pp l � l (Balance) Upon Completion of Work' INSURANCE ALLOWANCE AGREEMENT Customer authorizes Carrier to pay KAPE directly for all agreed upon work. (Initials) Kermit add cost $ Contractor 10% C (Warranty terms apply) Approximate Date of Service: U / 13ZI-1 p c TOTAL $ Price of goods & services *KAPE Roofing & Gutters Inc reserves the right to file for supplemental insurance claims when necessary, which shall become a part of this agreement. KAPE Roofing & Gutters Inc, as the contractor, is entitled to the full O&P provided by the insurance company. Building Owner (s) (Customer) hereby retains Kape Roofing & Gutters, Inc. (KAPE) to repair/replace the roof and/or gutters upon the above stated property, contingent upon KAPE' s receipt of Customer's insurance company (Carrier) approval and payment of said work. Customer understands and agrees that KAPE Roofing & Gutters, Inc. will review said work proposal with Carrier's representative. Work will commence only after KAPE and carrier agree upon the extent of damages and the cost of repairs and replacements. This agreement is for full scope of insurance proceeds not excluding deductible, depreciation, overhead, and profit, therefore CUSTOMER'S OUT OF POCKET EXPENSE WILL BE CUSTOMER'S INSURANCE POLICY DEDUCTIBLE AND ANY NON RECOVERABLE DEPRECIATION for work agreed upon between Carrier and KAPE. AS PER CO LAW SB38, KAPE CANNOT PAY WANE OR REBATE THE DEDUCTIBLE IN PART OR IN WHOLE. Customer agrees to provide all necessary documentation for the claim, and any documentation necessary to facilitate payment from the Carrier or Mortgage Company. Carrier only pays for installed materials. All surplus material is property of KAPE. Replacement of deteriorated siding, decking, fascia board, ventilators, flashing, or other materials is not included and will be charged as extra unless otherwise stated above. Customer may be required to supply all electricity necessary for the work. Lien waiver submitted upon final payments. KAPE is not responsible for interior personal items . All work is to be completed in a workmanlike manner according to standard practices. The Customer hereby acknowledges that KAPE may be subject to delays due to inclement weather or material shortages, which are each beyond the control of KAPE and therefore accepts any delays that may occur by one or all of these circumstances upon completion of said work. Customer grants access to the property as is necessary for the setup and execution of work. Any changes fron-i the above speciftcatiurk. involving extra costs will be executed only upon written order and will become and extra charge over and above the estimate. WARRANTY TERMS: KAPE Roofing & Gutters, Inc., agrees to repair any defect in workmanship for a period of two (2) years following work completion. KAPE' s liability is limited to its cost to affect any warranty repairs. Warranty does not cover damage to roofs caused by lightning, gale (>50mph), hurricane, tornado, hailstorm, or other violent storm, impact of foreign objects or damage to roof,a to settlement, distortion, failure or cracking of the roof deck, walls, or foundation of building. This WARRANTY is null and void if payment, or any other to f the contract have not been met. THIS WARRANTYIS NDN -TRANSFERABLE. All statements on reverse side apply to contract. Accepted by Insured: Insurance Co.: Kape Rep: Date: Date: Claim #: Date: 12 t COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (503-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number : 76780 Date : 9/9/2003 Property Owner: JIM HUGGINS / CLC BOLSA LEASING, LLC Property Address : 6380 W 39TH AVE Contractor License No. : 21457 Company: Birch Custom Homes Phone : 273-9500 Phone : 478-2030 OWNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiTy that the setback distances proposed by this pemit 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 respons~jlity for compliar~with the Wheat Ridge Building Code (U.B.C.) and all other applicable WKe~t FJ~%dge oyiqan~e~, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Construction Value : $700.00 Permit Fee : $38.49 Plan Review Fee : $25.02 Use Tax : $8.40 Total: $71.91 Use : Description : 84 LN. FT. OF 6' PRIVACY FENCE ALONG PROPERTY LINE ON WEST & SIDE YARDS ON E./W. BUILDING DEPARTMENT USE ONLY L.a Zo~iigComm ts;~ SIC : Sq. Ft. : Please Note: Approval : TRC OK. 5 SEPT 03 pwnn/cpntrector is responsible for locatina property Zoning : R-1 C lirtes and constructing improvements accord+'ng to the u~Cdi~g G ommer~ts;" approved plan and required development sandard;. The City is not responsible for inaccura[e in.ormation OK 919/03 Approval DM . submitted within the Plan set and anY constniction " - " ' errors resulting from inaccurate information ^FC rs+n1N~, saY'+T`vb. x 5 ~ ^ ?~utilic Works~C:omments~ . 9/9/03. APPROVED W/ THE COND. AS STATED BY THE ENG. OF Approval :DFB RECORD BEING MET. Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (i) This permit was issued in accordance with the provisions set (oAh in yopur application and is subject to the laws of the State of Cobrado and to the Zoning Regulations and Building Code of Wheat Ridge, Coloredo or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) ihe work authorized is not commenced within sinty (60) days from issue date or (B) the building authorized is suspentled or abandoned for a period of 120 days. (3) If this pemit expires, a new pemit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be matle in the onginal 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 wili change ihe naturel Flow of water causing a drainage problem. (5) Contraclor shall nolifythe Building Inspeclor hventy-tour (24) hours in advance for all inspections and shall receive wntten approval on inspeclion card before proceediing with successive phases of the job. (6) The issuance of a permit or ihe approval of drawings and specifications shall not be construed to be a pemit for, nor an approval of, any violation of the prov' ' s of ihe bu' ing codes or any other ordinance, law, rule or regulation. ef B ildin spector Piease sign Terms and Conditions on reverse side of page. Building Peimit Application City qf Wheat Ridge Building Permit Application ;Property Owner: H~ ~5OLs~. t~vr~r~- ' Phone: 3@ 3) ~,7~/ -~1 5f~ -Properry Address: fx 3"~'~ 'f.~, 3`~'►~~~^~-: ~'Z C`a-~w`s`' ~1~ ,rs C ;ContraCtor License No: 2-l~"57 Phone , ~3 7~ ;company: ' ~1 RC (-t _ GUST~D ~ NoM£5 ' - W 7,7yD 3 ' !OWNER/CONTRACTOR SIGNATUREOF UNDERSTANDING AND AGREEMENT I fiereby certify that the setback distances proposed by this permit application are accurate, „ ?and do not violate applicable ordinances, rules or regulations of Ehe City of Wheat Ridge or Qv covenants, easements or restrictions of record; that all measurements shown, and E Construction value: allegations made are accurate; that I have read and agree to abitle 6y all conHiEions printed E P2n1lIt F2E: 313.41; ;on this applications and that I assume full responsibility for compliance with the Wheat Plan Review:Fee:--t5 i;Ridge Building Code (U.B.C.) and alfother applicable Wheat Ridge Ordinances, for work j~ Use'Tax: I;under tliis permit. i : Total: i(OWNER)(CONTRACTOR) SIGNED: r DATE: - s..____._.._... t e . r~" r\ I J Building Pemiit Application (3) If this permikexpires, a new permit may be acquired foF a fee of one-half fhe amount noimally.reqwred, providetl nochanges have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes, have been made or rf suspension or abandonment exceeds one (1) year, full fees!sliall be paid for a new permit ' (4) No work of any manner shall be done thatwill change the natural flow of water causing a drainage problem. i ' (5) Contractor shall notify the Building Inspector lwenty-four (24) hours in adVance for all inspecdons and shall receive written approval on inspection card before proceedmg with successive phases of thejoti: (6) The issqance of a permit or the approval of tlrawings and specifications shall not be construed to be a permit fee, nor an'approval of, any violation of the: pmvisions of the building codes or any other ortlinance, law, rule or regulation. , j Chief Building lnspector Improvement Location Certificate Graphic Scule 1' = 2' , Za o io $ I - TWO STORY - - I SNCCO HOUSE F.F. = 5421.31' C- 111r Pt-~e~ss l drgipa~~ -CwjM4- dfK rs xF.snx . wi nED cnr PLS 27269. . . . . . . I I I L--- -ia E+sEMFarr I ~ I ~ . 6380 WEST 39TH AVENUE LEGAL DESCRIPTION PROYIDED BY: JEFFERSON COLTNTY ASSESSOI2, LOT 2, CAVIVESS-HCIGGINS MTNOTt SUBDTVISION, CITY OF VAiF.AT RIDGE R Prtve:t~ F'~ ~ 54 SY ' HVS ENGINEERING PO BOX 351492 WESTMINSTER, CO 80035-1492 720-201-51 7O SEPTEMBER 2, 2003 David Brossman, Design Engineer City of Wheat Ridge 7500 West 29'" Avenue Wheat Ridge, CO 80033 RE: Cavness-Huggins Subdivision West 3e Ave. City of Wheat Ridge Jefferson County, CO Deaz Mr. Brossman: The developer of the two residential pmperties in this subdivision that front along West 39"' Avenue desires to construct some 6' cedar fence on the properties. The bottom of any fence consiructed on the east side of the easternmost property must be kept a nunimum of 4 inches above the bottom of the diich that runs along that side of the house. Furthermore, any posu must be placed a m;n;mum of one foot lateraily away from the bottom of the ditch. Flow between the houses and on the west side of the houses is minimal and there aze no restrictions on fence placement in these areas due to drainage concems. Sincerely, Henry Hollender, PE cc: Leslie Cavness 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 WHEAT RIDGE FOR THE FOLLOWING PURPOSE. PERMIT # 16148 Basement Finish OWNER: Huggins & CLC BDSA LLC ADDRESS: 6380 W. 39'Avenue PROPERTY ADDRESS: 6380 W. 39' Avenue. Wheat Rid2e, CO 80033 CONTRACTOR: Birch Custom Homes DATE 9/24/2003 CHIEF BUILDING OFFICIA ZONING ADMINISTRATOR N N ~ Z O cl) cl) ~ LLI z z a W Z ~ Q m cr ~ O W W = m E" W ~Z im 00 53 J W W J N ~ 0 W N a U z N ~ O - ~ U z CC U) a U ~ Z = 2 ~ N O ~ Q ~ 0 J O U M ~ f > LC) Z ~ d D C) M N ° U a ~ ~ ~ o~ ~ i ~ ~ ~ n W V ~ W ~w ~a Q m W ~ N _ U) LLI Q ~ Z 0 FM V LLI a cn Z ~ ~ W Q ~ 0 a m O 0 w ~ ~ w ~ 0 0 Z ~ ~ ~ W d ~ z 0 ~ m ~ ~ ~ w ~ 0 ~ 0 Z ~ w z J ~ ~ w a ¢ a ~ ° LL Y ¢ m w ~ ~ 0 U m W O a z u~ - ~ 0 ~ c~ z z ~ ~ W 0- W w Q a ~ o ~ J J a z (D ~ ~ ~ ~ ~ ¢ 0 ~ W z a ~ ~ ~ z Y - C) W ~ a 0 z m - y c o ° 0 m o io ~ a y Q) ~ C 0 O L 0 N G (0 LL ii U M 0 w z ~ ~ z W w m U) a W > a m Q ~ z Z) w F-- W cc U z 0 0 z CE Z) 0 CL 0 oo 0= LL m ~ ~n ° ° n ° w a = ~ N 4 V~ . ~ v , ~ 0 co m > o ~ (1) co ~ a ~ m "~6 0) 0 ~ a m C 0) C a) 7E c a) a U E y C) E J ~ w a C~ 2 c z io ro m o' ~s o- ' . L L ~ L c t6 co ~ T ~ LL N ~ ~ N O O O i O ~ N O N - 9 ~ S o ~ c[ w w a x ~ o[ i L a ~ O Q LL ~ . ~ W cr _ ~ a C. w W ~ N = Z oN0 cc W y, u- ~z° cr a~ W _ ~ aU~ ~Vv 00 W z o ~ U _Q VU 0 ¢ Q w ~ z Z O O COMMUNI'TY DEVELOPMENT DEPARTMENT Building Permit Number : 16148 BUILDING INSPECTION LINE -(303-234-5933) Date : 912/2003 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: HUGGINS & CLC BDSA LLC Property Address : 6380 W 39TH AVE Contractor License No. : 21457 Company : Birch Custom Homes OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the W heat Ridge Building Code (U.B.C J and all otherapplicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : BASEMENT FINISH W/ CENTRAL A/C BUILDING DEPARTMENT USE ONLY V~.••~. SIC : Sq. Ft. : n. ,¢Go[Dp7.@nts~ Approval: Zoning : o~'eftsffl OK PER REDLINES. 9/2103 Approval: DM '~~*v ~ aa R_ u Vllorks;~omm ents' Approval: Occupancy : Walls : Roof : Stories : Residential Units : Phone : 273-9500 Phone ; 478-2030 Construction Value : $9,000.00 Permit Fee : $217.50 Plan Review Fee : $141.38 Use Tax : $108.00 Total: $466.88 Use: ►50 Electrical License No : 21459 Company : Vigil Electric Expiration Date : 2/28/2005 Plumbing License No :18416 Company :V.Q. Plumbing Co. Expiration Date : 8/31/2004 Mechanical License No : 20588 Company: ADVANTAGE HEATING & COOLING Expiration Date : 9/2/2004 Approval : OK/KS Approval : OK/KS Approval : OKIKS (7) This pertnit was issued in accordance with the provisions set forth in yopur application and is subjec[ to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other appliwble ordinances of the City. (2) This pertnit shall expire if (A) the work authonzed is not commenced within sizty (60) days from issue date or (e) the building authorized is suspended or abandoned for a penod of 120 days. (3) If this permit expires, a new pertnit may be acquired for a fee of one-half the amount nortnally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded one (7) year. If changes are made or if suspension or abandonment exceeds one (1) year, (ull fees shall be paid for a new pertnit. (4) No work of any manner shall be done thatwill change the natural Flow of water causing a drainage problem. (5) Contrac[or shall notify the Building Inspedor twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before pmceediing with successive phases of thejob. . (6) The isWfdqce of a per 't or the appmval of drawings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the pr ' lSnf codes or any other ordinance, law, rule or regulation. P ~ Chief Building spector Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number Date 76748 9/2/2003 Property Owner: HUGGINS & CLC BDSA LLC Property Address : 6380 W 39TH AVE Contractor License No. : 21457 Company : Birch Custom Homes Phone : 273-9500 Phone : 478-2030 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certi(y that the setback dist2nces 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 W t idge o~r~ n~anpyes, for work under this perm(it. (OWNER)(CONTRACTOR) SIGNED IDATE / ~ O Description : BASEMENT FINISH Construction Value : $9,000.00 Permit Fee : $217.50 Plan Review Fee : $141.38 Use Tax : $108.00 Total: $466.88 Use : U8`3 BUILDING DEPARTMENT USE ONLY nSIC : Sq. Ft. : 2oningjComm'e~ Approval : Zoning : din knen~s;~ OK PER REDLINES. 912/03 Approval: DM hubl~c?Work~ s ,Cbmments:~ Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : 21459 Company:Vigil Electric Expiration Date : 2/28/2005 Approval : OKIKS Plumbing License No :18416 Company :V.Q. Plumbing Co. Expiration Date : 8/31/2004 Approval : OK/KS Mechanical License No : 20588 Company: ADVANTAGE HEATING & COOLING Expiration Date : 9/2/2004 Approval : OK/KS (1) This permit was issued in acwrdance 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 olher applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this pertnit expires, a new pertnit may be acquired for a(ee of one-half ihe amount nortnally required, providetl no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (7) year. If changes are made or if suspension or abandonment ezceeds one (1) year, full fees 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) Contrador shall notify the Building Inspector hventy-four (24) hours in advance tor all inspeciions and shall receive written appmval on inspection card before proceediing with successive phases of ihe job. (B) The issyan e of a permit orthe appmval of drawings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of ihe praY"Shs ftheuild' ~codesoranyother ordinance,law,ruleorregulation. ~ Chief Building I pector Please sign Terms and Conditions on reverse side of page. f v~~~ tT COMAIUNITY DEVELOPMENT DEPARTMENT Building Perntit Number: ° P BUILDING INSPECTION LINE - 303-234-5933 Date: ~ 1 0 CITY OF WFIEAT RIDGE 7500 WEST 29TH AN'ENUE ~ ~nPao WAEAT RIDGE, CO 80215 - (303-235-2855) APPL1C;9 TION Property0umer: fl,wr/5, q Gi,C i3r.15& LLC PropertyAddress: 63$o iy, 39d4 Aa- Phone:-273-4S00 Contractor License No.: '765-7 Company: 3:reL G~sfom 4in',5 Phone:3o3-y78-zO-? a ONVNER/COSTRACTOR S1GnATl!RE OF URDER57AND1NC A1D AGNEENfEN7 1 hcrcby cenify thal the setbacA distances proposed by this pcmmit application are accuate, and do not violate applicable ordinances, rules or regulations of the City of Alhcat Ridge or corcnants, eascmcnis or restrictions of remrd; that alI measuremenu showm, and allegations made are accuate; that I have read and agree to abide by all conditions printed on this application and that 1 assume full responsibiliry for compliance with the NRieat Ridge Bui]ding Code (U.&C) and all other applicable N'heat Ridge Ordinances, for w•orA under Ihis perrt»I. 'n1 (O\\"\'ER)(CON7RACTOR):SIGNED nerc 0~2II0(O\YNER)(CONTRACI'OR):PRIITED . DATE DESCRI PTION: I~7~~~~'~ ~ 20NING COMMENTS: Approval: Zoning: BUIIDiNGCOMMENTS:~~ ~ ~I1~•S V~~(--~'y.~~j Approval: U PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Electrical License No: Z f y sq Company: V;0 Elp.&C. PSS $f' BUILDING DEPARTMENT liSE OnLY QUG 2-r za03 _ jK~s SIC: Sq.Ft.: Roof: Stories: Residential Uniu: I Plumbing License No: l Q yt ~O Mechanical License No: Company: U Q PI~ /;,,g CornpanJ~q L /W I"IdJ4n,Tly.c. ~¢.➢v'~rj Sr ~-oul/~~ Expiration Date: Expuation Date: Expiration Date: Approval: APP7oval: APProval: . (1) This pemiil aas issued in acrordance wifi 1Le provisions sq fonL fn your application and is subject a the laws of da $m1e ofColorado and m the Zoning ReKuWdons and Building Cod<s of NTeat Ridge, Coloado or any ofier applinble ordinan<cs oftAe Ciry. (2) 77iispertnitshallexpisif(q)fiexorV:authonzedisnotcommencedwithinsinrv(60)daysfromissuedateor(B)Webuildingauthonzedissuspendedor abandoned for a penod o(120 days. (3) lf this pertnit expires, a new pertnit may be acquircd for a&e of ono-half the amowt nomially rtquircd, proeided no changes have bttn or W iIl be made in the original pians and specificalions and any suryension or abandonmem has not <xeeeded one (I) )sar. If changes Lav< becn or if suspension or abandommrnt excttds one (1) )car, full ftts shall be paid for a new permiL (s) h'o uork ofany manner shall be done fial will change ihe naNrzl flow of wamr causing a dninage problem. (S) Contractor shall notify the Building Inspecmr Iurnry'-four (24) hours in adrann for alt insyectlons and shall rtaeire ariucn approral on inspec0on card before proceeding with successivx phaus of the job. . (6) The issuan<e ofa permit or the appmvel of drewingc and speci(cafionu shall not be conswed m be a permit for, nor an approral of, any ciolaoon of dm pmrisions o e building codu ar any otherr, ordinance, law, rulc or ¢gulatlon. J Chief Building spector Construction Value:$ q poa Permit FeeS Plan Review Fee:$.'~L Use Tax:$ TOl3l:$ ,'E~ sU'PD _ ~ a~'~ , ~ ~ tE 2x9 FIzAM~i-IL-t `f .o ~~~^_,y \L~~~'~1 G_F„t„~c O, H.,UCx1iT-. . ~ }F ~~tE ~ ~ i~ Y ?f D ~ /_KIS4,F3 j~ I ~ D,N,t~-~GT?CT ~ 30ii Aa-si- ~11 ~ SrryD~,~~ ~I~ L/ 7 ' y ,v w14aaw '~-i4_0 ~5F~Dr1 3o"pp~ ~ " Rajyl-~ ; 'efi .z , 0 0 36" ptmiZ ~ - - W N , ! G~NTIZAI- ,J f~iiZ evf~n.~ SYSTEI-~ ~~L1~P11~IS q n= 1~_O i/ ~ NdKrH 4 FN~L CEiD ~.~~-15 i fZ~.G ~f G+~p~Fyi~j•{, Ll G,H-f ~ a. 1-i ~NT c .r ~k~~,A T~ F X~- P i, ~ 33 ~ ~;~e° t: & ~s c gi ~m -T FL s D a 3 ~ 0 n ~ m ~ 5 °m n O Z 0 ~ d ~ N ~ w ~ a O- 0 0 ~ a c d y ~ m ~ o o ? Q ~ c m a n ~ d~ o f. ~ O S ^ ma AO 6 ~ ~ O N ~ d ~ F O a ~ m 0 T O A ~ m m O r r < Z ~ U C .'D ~ O cn m m D r O m U) n 7J ~ ~ Z ~ 7J O v m A < 6 7 ~ ~ m c ~ m ~ 3 m 3 Q m 3 ~ } c > > 3 o ad u N O < O 9 ~ O ^ (D (9p N n.~ ~ y ~ ~ Q ^ m Q 6 C A Q n o m ~ m ~ d o a o ay a ~ o n 0 o w f~ a g d cn o^~f0 a~TC d o 9 D ~yD o 0 ~ ° O lG Cp C N ~ d 00 Q a 'D o °w G~ w m ¢ N ~ Q ~a a= Nn 0 0 2.0 3 ~ c m m @ ay o N ~ m ~ a m m ~ m s n~ w v 3 Q a o < c m N ~a m a~ ~ ~ ~ y h~l I~ ~ l J O O ~ nrJ' --i ro Y Z^ l 1 ~ Date: A Certificate of Occupancy or Compietion has been requested.for: PURPOSE OF STRUCTURE: Sff-(2- Bui[ding Department ApprovaG Remarks: Zoning?.pproval:k -P~ n .,,a Q Remarks: Public Works Approval: Remarks: Fire Marsha(i Approval:_ (If Applicable) Remarks: Sanitation District Approval: (If Applicable) Remarks: Water District ApprovaL• (If Applicable) Remarks: Building Permit Number : 14828 Address: 6380 W 39TH AVE ~ Description: SINGLE FAMILY RESIDENCE Inspection List Number T e Date Approval Remarks 38682 ROOF 4/16/2003 ok/b 38951 FE 5/8/2003 DIS/BB 38971 FE 5/9/2003 DIS/BB REINSPECTION FEE 39192 FP, FM 5/23/2003 OK/BG 39391 FE LOCK BOX O.N.E 6/10/2003 OK/BB 39423 FB 6/11/2003 DIS/BG 39424 F-LANDSCAPE 6/11/2003 ok/m 6/11/03 39425 F-PW 6/11/2003 DIS/DJB NEED TO CHANGE OUT MANHOLE LID TO 39479 FB 6/16/2003 ok/b -'FIND _I ~ U - Q~ U 0 . r..~ Ct O ~-4 ~ ~ ~ ~ O ?-L4 a a N II ~ o Y h ~ C~ -1 N ,v ~ ~ ~ T N N_ ~ ~ ~ ~ ~ ~ I r1 ~n S a I f~n* u ~ 1(~ ,00'SZ[ 3.OO.GT,00 S ,z•s '1' oi oi ^O N a' ~ _V ~ I o I T 00 4; ~n o - st . 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LL O Q LL ~ U H ~ W F- ~ a O z ~ U O cc w x a w w~: N Z N ~ N 0 ~ UQ ~ a U ~ U~ 00 H c m a ,APPLICATION FOR CERTIFICATE OF OCCUPANCY Date d/c 1. 3 PermitNumber I Y 8Z-3 AddfeSS_ L3 $ v 1..1. "~SIDENTIAL ingleFami Two Famity (duplex) ❑ NEW MULTI-FAMILY # of units ❑ NEW COMMERCIAL SQ FT Business Name Business Type Use of Soace Telephone Previous Business Type Previous Use of Space THIS USE WOULD BE DESCR/BED AS• $Newly Constructed Building ❑ Additional Occupant 0 Change of Occupant ❑ Existing Building ❑ Change of Use Please answer the Pollowina• 1. Fire Sprinkled 2. FireAlarm Y 3. Operations will produce dusUwood shavings or similar materials /N 4. Operations will involve the repair or replacement of automobile parts YES / If YES: YES NO Describe the components repaired or replaced. Does the operation involve the use of open flame or welding? 5. Is the business a drinking, dining or assembly use that will have an YES / NO occupancy of more than 50 persons and/or serves alcohol7 6. Whichofthefollowingbestdescribesyouroperation7 YES / NO Office Only Retail Sales Warehouse Restaurant/Take Out Food MedicaVDental ManufaduringlDistribution (descnbe process and end nroduct) Other NOTICE: 'No building orstructure shall be USEO or OCCUPfEO, and no change in the existing occupancy c/assilication o1 a building or strucfure orportion thereof shall 6e made until the Codes Administreforhas issued a certificate of xcupancy therefo2 as provided herein.' 7ssuance of e certdicate of occupancyshall not be construed as an approval of a valation of the provisions of this code or o/ other ordinances of thejunsdiction. ° Seefion 109, Uni/am Bullding Code 1997 EdiHon NO 7EMPORARYCERTIFICATE OF OCCUPANCY WILL BE ISSUED - A separete applic86on is required for each tenant tnish space and/or building. I HEARBY CERiIFY iHAT I HAVE READ AND UNDERSiAND THIS APPLICATION AND KNOW THE SAME TO BE iRUE AND CORRECi. ALl PROVISIONS Of LAWS AND ORDINANCES GOVERNING 7HIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED OR NOT: ISSUANCE OF A CERiIFICATE OF OCCUPANCY SHALL NOT BE CONSTRUED AS AN APPROVAI OF ANY VIOLAiIONS OF THE PROVIS{b~l OF THIS ~ DE OR OF ANY OiHER ORDINANCES OR REQUIREMENiS OF iHE JURISDICiION. t Signature of Applicant Date: W (O/o Contact Name:(print)_ Phone: 8-Z-o7 0 City of Wheat Ridge - Building Division Suite/Bldg # Fire Sprinkled YES / NO Fire Alarm YES / NO (comp/efe infomiafion below) City of Wheat Ridge, 7500 W. 29b Ave. Wheat Ridge, CO 802115 (303) 235•2855 Web Site: www ci wheatridae co us CI7`Y OF WHF,AT RIDGE PLANNING AND DEVELOPMENT DEPARTMENT CERTIFICATE OF OCCUPANCY CHECKLIST** The followine items must be comroleted before a Certificate of Occuoancv will be issued PLANNING DEPARTMENT REOUIREMENTS 1. Compliance with all relevant ordinances, resolufions, variances, approved site plan, eta 2. Completion of all landscaping per plan and/or Zoning Code. 3. Completion of all pazking improvements and driveway connections per plan and/or zoning code. 4. Completion of handicapped pazking spaces and signage. 5. Removal of all construction work trailers, materiais and debris. 6. Removal of construction debris from neighboring and/or surrounding sites. 7. Removal ofall construction signs, bannets, etc. 8. Separate permits must be obtained for permanent signs with the permit being approved prior to installation of signs. 9. Sepazate permits shall be obtained for fences and/or retaining walls exceeding 48" in height, if not indicated on approeed plans. PUBLIC WORKS DEPARTMENT• 1. Compliance with a]I relevant ordinances, resolurions, vaziances, special exceptions, etc. 2. Site grading to be completed for positive drainage away from building and if applicable, in compliance with the overall grading plan(s). 3. A Drainage Certificadon Letter is to be furnished from the engineer of record stating that the paving and drainage improvements have been installed per approved pians and specification. 4. If the proper[y is affected by Streetscape tequirements, any required Maintenance Agreement needs to be signed prior to requesting a certificate of occupancy and any requued escrow in lieu oft}ie construction of such items needs to be paid in fuli. 5. If applicable to the site, streetlight requirements per Excel Energy design location shall be completely installed. 6. If applicable, all City of Wheat Ridge approved surveying documents, such as the Final Plat and/or required sepazate easement instruments must be recorded at the Jefferson County Clerk and Recorders O$ice. 7. Removal and replacement of all damaged public improvements, sidewa7ks, driveways, curb/gutter, etc. 8. Installation of all public improvements, iraffic control devices and signage per plan, zoning code and/or Public Works requirements. FIRE DISTRICT: 1. Completion ofFire Department access requirements a. Surface b. Width a Tluning radius d. Fire ]anes e. Secondary access 2. Fire hydrants a. Location b. Access 3. Building addresses or numbers aze posted, to be plainly visible and legible from the s4eet or road fronting the property. Said numbers shall contrast with their background and shall be not less than 4 inches in height. 4. Knox Box is onsite and installed per Fire Departrnent requirements. 5. Fire Sprinklers a. Tested b. Inspected c, Approved with signature on inspection card or letter of approval from Fire Inspector d. Remote annunciator installed and located per Fire Department requirements. CER1'IIHCA1'E OF OCCUpANCy CgL, CHIdgT- Pa e 2 6. Fire Alarms a. Tested b. Inspected c. Approved with signature on inspection cazd or letter of approval from Fire Inspector d. Remote annunciator instailed and located per Fire Department requirements. 7. Exit and egress requ'uements aze completed, i.e. elcit signs, emergency lighting, etc. CITY CLERKS OFFICE: 1. The owner or tenant of ANY buildings, offices, aparhnents or stores, etc. must apply for a business license prior to a Cer(iScate of Occupancy being issued. Coraact: Dema Brianza 303-235-2820. BUILDING DTVISION: 1. Landscaping complete apd sign-off from Planning Depaztrnent Yes No 2. COMBffiRCIAL Drainage Certification Letter to Public Works Department Yes No 3. RESIDEN'PIAL - Improvement Locarion Certificate with overlot final grading indicated ~Yes 4. Complerion of 0 pazking improvements. _ -No 5. Completion of handicapped pazking spaces and signage. 6. Fire alarm and/or sprinkler system to be approved by Fire District. 7. Building addresses and/or numbers aze installed. 8. Construction work trailers, materials and debris aze removed. 9. Neighboring or surrounding sites and properties aze cleared of all construction debris. 10. Finish grading to be completed for positive drainage away from building. 11. Submit an Improvement Location Certificate to show al] structure dimensions, setbacks, easements, finish floor and site drainage elevations. 12. All subcontractors (electrical, plumbing and mechanical) aze required to request and pass their Snal inspections. 13. Special inspection and engineers letters aze to be submitted as required by Uniform Building Code, Chapter 17, 1997 Edition. 14. Elevators are to be inspected and approved by DRCOG State Elevator Inspector. 15. Building addresses or numbers aze posted, to be plainly visible and legible from the street or road fronting the property. Said numbers shall conhast with tlieir background and shall be not less than 4 inches in height. 16. Exterior stairs, steps and ramps have guardrails and handrails intact, 17. All driveway, sidewalk and paved surfaces aze complete. 18. COMAAERCIAL - Certificate of Occupancy Checklist is complete. (see attached) 19. RESIDENTIAL - Certificate of Occupancy Checklist is complete. (see anached) Note: Not all listed items ma be relevant to eve ro'ect CI7YOF WHEAT gIDGE PLANNING AND DEVELOPMENT DEPARTMENT RESIDENTIAI, CERTIFICATE OF OCCUPANCY CHECKLIST** Address_ 6 3 $O 3941 4,, Date: ( `/y Ja'} SITE: IniHal$_ vu-' All landscaping is completed per zoning tegulations. (To be completed and approved PRIOR to requesring a fnal nspection) ~The Public Works Department has inspected public improvements and any damage has been repaired. (To be completed and approved PRIOR to requesting a final inspection) - O~ Improvement Location Certificate (prepared by a Colorado licensed PLS) with spot elevations and drainage arrows to be submitted with certificate of occupancy application (SEE EXAMPLE) EXTERIOR: Initial~ Address posted e VJeather tight structure - paint, primed, caulking, etc Exterior wall penetration sealed [YA11 hose bib to be equipped with vacuum breakers or anri-siphon valves E Gas pipe painted d Exterior guazdrails (36" high) and handrails (34"-38"jrom nose oftreaa) installed ❑ Exterior deck-Yes . No d Ledger bolts installed [3' Exterior light fixtures installed 12 EXterior GFCI receptacles (fror# & rear exterior doors) GARAGE: Initiall- ff~ Garage doors installed e' Gazage door opener - Yes No B Gazage door reversing mechanism installed and functioning Q~ Fiie 78ting Of wells 3nd Ceiling (two layer on ceiling:fframing members are space greater than 16" o.c.) D' GFCI outlet mounted not less than 18" above floor of bottom of box 6 Gazage steps and handrail installed e Solid core door with closure between house and gazage. KITCHEN: Inirial~ C3' GFCI outlets (two circuits minimum) . q/ Kitchen sink installed with hoUcold water E7' Gazbage disposal 13~ Dishwasher properly connected (electrical, plumbing) 13~ Range hood RESIDENTy4L _ CERIIFICAI'E OF OCCUPANCy CgECK[,TgT- Paee 2 GENERAL: 7nitial-V - C/ Switch and receptacle cover plates 0'~ Light fixfires installed [Y Smoke detector installed, location, A/C power, tested B'" Closet lights, Type, style and location per NEC requirements 6 Aandrail height and wall retums (34"-38"from nose ofvead) ff~ GuazdraIl height and baluster SpaciIlg (36" high with balusters spaced such that a sphere 4' in diameter cannot pass fhrough) S- Environmental air duct registers and diffusers installed a,/'Window screens installed .6' Egress windows meet egress requirements L7'" Bathroom sinks insta7led with hot/cold water 15' Tub/showers complete with hoUcold water LY Tile surfaces grouted/sealed and complete o- Water closet installed with proper cleazances, shut-off and caulked to floor at base -H' Elthaust fan or window sized not less than 1/20 the floor azea or minimum of 1-I/2 sq ft in size [5_ GFCI receptacle functioning and located per NEC requirements 0 . Jacuzzi tub - o GFCI protection o Access location, readily accessible without use of special tools or knowledge Z( Tempered glazing 6/ No un-vented gas appliances shall be insblled BASMENT / CRAWL SPACE: Initial-_0 ❑ Basement-Finished Unfinished✓ parqal #ofrooms 'B'~ Stair handrail height and wall retums (34"-38"from nose oftread t!r' Underside of basement stairs fire protected if open for storage [~Steel beam pockets grouted Q~ Supportcolumns are plumb and properly secured at floor and at beam ~ Smoke detector installed, location, A/C power, tested ❑ Crawlspace o Under floor access size (78"x24') o Support.columns are plumb and properly secured at base and at beam o Fumace - Yes No o Waterheater Yes No o Combustion air - o GFCI service receptacle (reguirediffrenrace or water heater are Iocated inspace) o Switched light (required iffurn¢ce or water heater are located in space) o Under floor ventilation I9~ Concrete slab 13 Struchual wood floor o Under floor access size (18"x 24') o Under floor ventilation o Under floor cleazance (I8" to bottom ofJloor joist, 12"to bottom ojbeams) ❑ Sump pump installed per plumbing code ❑ Sewage ejector installed per plwnbing code B- Floor drain EY'Mechanical equipment working clearances 'e- Mechanical equipment venting complete per code &~Pressure relief valve drain terminated between 6"-12" above floor Er- Water heater installed in drain pao if located on wood flooring Note: Not all listed items ma be relevant to eve ro'ect • ni,rter Mo,intain ~Engineeringua. transmittal Projec} No. 02-9042 1 oate: 12-Jun-03 To: Mr. Dave Brossman City of Wheat Ridge Deparfment of Public Works 7500 West 29}^ Avenue Wheat Ridge, CO 80033 Re: Burger King Corporation # 3324 Submittal Documents Viq: 0 Pick up O Fax ❑ Fed Ex X Delivery O Mail O Other_ # of Copies Media Last Dated 8392 Continental Divide Road, Suite 107 Littleton, Colorado 80127 303/948-6220 Fax: 303/948-6526 Descriotion 1 Report 06/12/03 Drainage Compliance Certificate O As Requested X For Review and Comment ❑ Other pc: File Corr per. Sean ,B own . .N ' ~ . . ~ . V ~ ~ U r wSZ, ffMILt.00 s namsVus ct O ~ ~ , W ~ ~ ~i x M ~ I 0 m M ~ ♦ _ . O ~ - ~ ~ ~ . . ~ . . . . . . . . g~v a] N r2 ~ a3a . w O~'d C 0 o~~ o ~ T caw o ~ ~ a5 a~ a o ~ g~o o•,.~, qO~ H ~5~a ;oy~yz w ~ ° 20~.y ~u~i{~[/~' z~'' a ~WH~/~O myw ~ *4 O~(A, rJ~. r.~in~.~ ~ O ~ W , O O $ N ev z Q ~ a ~OZ 8 n~6 ~ •e 3 G . Qo U e 3 ~ ~d W E' Gj o y z U G II II BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice y Job Located at r5 °C'/ fAl"lle- 1 have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: f : F_;,< kzl, You are hereby notified to correct the foregoing viotations. When corrections have been made, call for inspection. Date Inspector for Bnilding Dept. DO NOT REMOVE THIS TAG . FORM WR6-22 COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice When corrections have been made, call for re-inspection at 303-234-5933. -'Date: DO dVOT REMOVE THIS NOTICE _ Job Address: 6 3 8`U ~e4-~ I.rO BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice , # . Job Located at 90 V/. 3 AZ. ! 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: , , ~ You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date - FORM WR6-22 DO NOT REMOVE THIS TAG ~ COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number Date 75700 6/16/2003 Property Owner: HUGGINS / CAVNESS Property Address : 6380 W 39TH AVE Contractor License No. : 21457 Company : Birch Custom Homes Phone : 273-9500 Phone : 478-2030 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit appliration 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 respons it for compliance wi he Wheat Ridge Building Code (U.B.C.) and all other applicable W ea ~dge ordina~ces, ork under this permit. (OWNER)(CONTRACTOR) Construction Value : $700.00 Permit Fee : $38.49 Plan Review Fee : $0.00 Use Tax : $8.40 Total: $46.89 Use : Description : 6' CEDAR CE- REAR OF PROPERTY BUILDING DEPARTMENT USE ONLY Approval : MP Zoning: R-1C Approval: DM "l°i Public .Work,s,.~Gomments:~ Approval : DJB Occupancy : Walls Electrical License No : Company: Expiration Date : Approval : SIC : Sq. Ft. : OK 6113103. PER PUBLIC WORKS COMMENTS OK PER SWALE AND GAP REQUIREMENTS ATTACHED. 6113103 PLEASE SEE ATTACHED COMMENTS Roof : Stories : Residential Units : Plumbing License No : Mechanical License No : Company : Expiration Date : Approval : Company: Expiration Date : Approval : (1) This permit was issued in accordance with the provisions set forth in yopur applicalion and is subject to the laws of the Slate of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Coloredo or any other applicabie ordinances of the City. (2) . This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normaliy required, provided no changes have been or will be made in the original plans and specifrations and any suspension or abandonment has no[ 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 pmblem. (5) Contractor shall notify the Building Inspeclor hventy-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 specifcations shall noi 6e consirued to be a permi[ for, nor an approval of, any violation of the provisions f1f(~ buitding codes or any other ordinance, law, mle or regulation. Chie u1ding n i of WHEqT COMMiJNITY DEVELOPMENT DEPARTMENT Building Pemvt Number: BUILDING INSPECTION LINE - 303-234-5933 Date: CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - 303-235-2855 TJ'0X Proper[yOwner. [L5j.~w s C&..,I ~st Property Address: 10 cJ. ~I A K1 - z- Phone : 3 o 3 qj ° ~ Contractor License No.: Company: i3: ',A Phone: j o 3- y7 W-z,o3 0 O WNER/CON7RACTOR SIGNANRE OF UNDERSTANDING AND AGREEMEN7 1 hereby certiTy that the se[back dis[ances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the Ciry of VJheat Ridge or covenants, easements orrestnc[ions ofrecord; 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 [ha[ I azsume full responsibiliTy for compliance with the Whea[ Ridge Building Code (U.B.C) and all other appliwble V✓heat Ridge Ordinances, for work under this permit. (OWNER)(CONTRACTOR):SIGNHD , /•"'+~/1 DATE (OWNHR)(CONTRACfOR):PRIN7ED DATE DESCRIPTION: ~ Cp Cc'~wt - Construction Value:$ <70 Permit Fee:$ -~,8 Aq Plan Review Fee:$ Use Tax:$ $.4co Total:$ 4 , $c(1 GY F(oOw~ BUILDING DEPARTMENT USE ONLY SIC: 20NINGCOMMENTS: An G/13/~Z Prr ~UGIL ^/d~s ~me- "^y1-5 Approval: 0I'~ fR ~ Zoning: R_ -I C BUILDINGCOMMENTS: 614'~- wA q~ /L'4J~iK./Tav*~'S ~il"~"•~f~• Approvai: ~oJ~3(03 PUBLIC WORKS COMMENTS: ~ Approval: Occupancy: Walls: Roof: Stories: Residential Uniu: Sq.Ft.: Elech-ical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) 7'hispertnitwuissuedinacwrdancewiththeprovi5ionssetforthinyourappliwtionandissubjecttotlielawsoftheSlaleofColoadoandlotfieZoning Regulations and Building Codes of Wheat Ridge, Coloado or any oNer applicable ordinances of the CiN. (2) 7'hispermitshailenpireif(A)tlieworkauthorizedisnotcommencedwithinsixry(60)daysfromissuedauor(B)diebuildingauthorizedissuspendedor - abandoned for a period of 120 days. (3) ICthis pemit expires, a new permit may be acquired Cor a fee of one-half the amount nomiatly required, pmvided no changes have been or will be made in itie original plans and speci6catlons and any suspension or abmidonment has not exceeded one (I) yeav It cM1anges have bern or if susprnsion or abandonmm[ exceeds one (1) year, full tees shall be paid for a new permit (4) No work of any manner shall be done that wili change the natuml flow of wacer causing a drainage problem. (5) ContracWr shall notify the Building Inspector twenty-fow (24) hours in advance for all inspec6ons and shall receive writren approval on inspection card before yroceeding wiN successive yhases of ihejob. (6) The issuance of a permit or the approval af dnwings and specificarions shail not be conswed to be z pemiit for, nor an approval of, any violafion of the prmisions %e building codes or any other ordinance, law, rule or regulation. Chief Buildj g Inspector l/ : T N ct u ~ ~ ~ ~ U p O • ct 0ry F~{ j~l~a'a~*rvs ~ ~ ~ H~ , ~ 1 ~ . 0% ~ M + F ~ r ' O 00 M NO ~ N a3a ~ qG ~ , a ~ s g ~ e g II ~ F U i 6 p L s~~~ ~ I'll .84~~ ~ g r. m N M O ~ HI~ Z Ig e 8 U Ao ~~-.01~G~~~ O ~~4~ ~g G p. • ~ ~ Vw e ~ ` z ~ O ~o~~~ wOO~?~4 ~~t! ~W YSo ° . ~z 8 I Ctty of W,eatMd9e M E M O R A lI D tI M Department of Public Works TO: Mike Pesicka, Planner FROM: Dave Brossman, Development Engineer DATE: Thursday, 7une 12, 2003 SUBJECT: Fence Pernut Mike - I have reviewed the fence pernut for 6380 W. 39th Avenue. The design for the Cavness-Huggins Subdivision was approved with swales running in the north-south direction on either side of the house for this property. Therefore, ifthe fence that is proposed for this property is to be a"privacy" fence, it should be constructed as to not obstruct runoff flows from the swale. I have attached a cross-sectional view of the swale from the approved construction plans to indicate the design ofthe swale. The fence shall be constructed to conformto the original swale design by leaving a 0.85' deep opening under the bottom of the fence. If the proposed fence is not of a type as to obstruct flows, then this criteria will not apply. Please let me know if I may be of fixrther assistance in tkris matter. Sincerely, 01_145t4.-+-«z.ze..,--- Dauid F. Brossman, P.L.S. SECTION B-B 80035-'I 492 ) 20'I -51 70 p~*~ .t i ~:~t 38 F'. yff~p DcL •a REVISIONS 4/12/02 - Response to City Comments 4/24/02 - Response to City Comments CAVNESS-HUGGINS SUBDIVISION LOCATED IN THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 24, TOWNSHIP 3 SOUlH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. Date: 12-24-01 1 Design By. HH I SHEET 1 OF 3 I C. jals WEST 39TH AVENUE snn 5- S89' 53' 21"W 67.50' Issvm 1i/zo/o2 CONiRACT DOCUMQdf 1a0 7 nRnmv aECKeo oas ons REVISIONS II PROrECr II 02054 N O O (lJ Ql 0 s Q 0 ~v ~ ~ N89' 53' 21"E 67.50' SITL PLAN ~ = 1 O 44" = 15.0' z NOTE: RE: CIVIL CONTOUR & DRAINAGE PLAN FOR ALL SITE GRADE ELEVATIONS NEW ELEVATION EL. 0000~ EL. 0000k- EXISTING ELEVATION ELEVATION KEY Z Q J a- W H ~ Z O y > m ; ~w O 6 Z ~ 2 ~ ~ zco w =o ~m < °D > z a U JONES • DEVISH CONSULi1Na~GRiPERS.INC. 701 West 48th Avenue o.nvff, co amifi-i si i Plto¢e (303) 793 8991 Fex (303) 293 8928 Al OF 2 0 0 N ~ ~ N ~ 0 O-i Q 0 CV ~ ~ L s-y, r WEST 39TH AVENUE S89' 53' 21"W 67.50' ~---7 - 7T-7------ Q 3 'b 0 ~ 0 0 z N89' 53' 21"E 67.50' SlTLE p! aN 4 N-= O 4Z NOTE: RE: CIVIL CONTOUR & DRAINAGE PLAN FOR ALL SITE GR4DE ELEVATIONS NEW ELEVATION EL. 0000.f EL. 0000. ' IXISTING ELEVRTION ELEVATION KEY N ~ ~ N ~ 0 T Q r 0 a 5-qj s- WEST 39TH AVENUE s"'5~ N89' 53' 21"E 67.50' SlTE PI ?N s° _ 1s.o• IR c 0 z ~ ~ ~ ~ ~ M H ~ N N ~ N \ 3 W Z J H N W NOTE: RE: CIVIL CONTOUR & DRAINAGE PIAN FOR ALL SITE GRADE ELEVATIONS NEW ELEVATION EL. 0000.f EL: 0000. ' EXISTING ELEVATION ELEVATION KEY ~ 7500 West 29th Avenue ' The City of Wheat Ridge, Colorado 80033 ' VV lleat Telephone 303/235-2846 Rldge August 5, 2002 OFFICIAL ADDRESS NOTIFTCATION NOTIF'ICATION is hereby given that the following address has been assigned to the properry/properties as indicated below: PROPERTY OWNER(S): I,eslie Cavness The Buckeve Group LLC 2273 S. Fillmore St.. Denver. CO 80210 OLD ADDRESS: 6455 W 38' Ave Wheat Ridse CO 80033 - NEW ADDRESSES: Lot 1• 6390 W 39"' Ave Wheat Rid2e CO 80033 _ Lot 2• 6380 W 39" Ave Wheat Ridge,,CO 80033 Lot 3• 6455 W 386 Ave Wheat Ridge CO 80033 SUBDIVISION: Cauness - Huo¢ins Subdivision LOT(s) BLOCK NOTES: See attached platdocument. AUTHORIZED BY: ~ DATE: DISTRIBUTION: 1. Property Owner 2. Jefferson County Assessor, ATTN: Data Control, 100 Jefferson County Pazkway, Golden, 80419 3. Jefferson County Mapping, AT'IN: Addressing, 100 Jefferson County Pazkway, Golden, 80419 4. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, 8003 5. Xcel Energy, ATTN: Correspondence, P.O. Box 840, Denver, 80201 6. Qwest Communicarions, Arin: Shirley Campbell, 12121 Grant Street, Room 601, Tkomton, CO 80241 7. Water District: Wheat Ridge 8. Sanitation District: Wheat Ridge 9. Fire District: Wheat Ridge 10. Wheat Ridge Plauniug Division 11. Wheat Ridge Building Division 12. Wheat Ridge Police Departrnent 13. Log File 14. Other: NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: DATE: "The Camation City" 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) Property Owner: HUGGINS / CAVENESS Property Address : 6380 W 39TH AVE Contractor License No. : 21457 Phone : 478-2030 Company : Birch Custom Homes Phone : 478-2030 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiTy that the setback distances proposed by this permit application are accurate, anddo 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 Whe/~t~icJJq'e ordinances, f-o7r worQk under this permit. I(1N/NFR1lrhNTRACT()R1 FIrNFf1 4' Y. , I):ut,,,^ DATE J Description : SINGLE FAMILY RESIDENCE Building Permit Number : 14828 Date : 11/21/02 Construction Value : $165,000.00 Permit Fee : $1,357.75 Plan Review Fee : $882.54 Use Tax : $1,980.00 Total: $4,220.29 Use: ,ygt7VEV YRF 1:IJRF_AfEM Section-26-S0I(D,!) For ane-or nno famr(y dwellings, the first nventy-five jee! (25) ojdriveivay area from the existing adge oj I pavement into the site sha(J be surfaced with conoetG ~ BUILDING DEPARTMENT USE ONLY Approval : MP SIC : Sq. Ft. : OK. 11115102 PICa.RB NOte: pmer / contractot is responsible for tocating properly lines and wnstructin8 improvements according to the approved plan and required development standards. OK. 11121102 The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate informa! ion• OK. 71115/02 PLEASE SEE ATTACHED COMMENTS Roof : Stories : Residential Units : Electrical License No : 21459 Company:Vigil Electric Expiration Date : 2/28/03 Approval : OK/KS Plumbing License No :18416 Company:V.Q. PLUMBING CO. Expiration Date : 2/25/03 Approval : OK/KS Mechanical License No : 20588 Company: ADVANTAGE NEATING & COOLING Expiration Date : 6/20/03 Approval : OK/KS (1) This pertni[ 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 pertnit shall expire if (A) the work authorized is not commenced within sixry (60) days hom issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this pertnit expires, a new permit may be acquired for a fee of one-half the amount nortnally required, provided no changes have been orwill be made in the original plans and specifcations and any suspension or abandonment has not exceeded one (7) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall be done thatwill change the natural flow of water causing a drainage probtem. , (5) Coniractorshall notirythe Building Inspectortwenty-four (24) houre in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuancef a pertnit orthe approval of drawings and specifications shall nof be construed to be a pertnit for, nor an approval of, anyviolation of the provisions th buil in esoranyotherordinance,law,ruleorregulation. Chie ilding Ins 30tor DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LTNE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WE5T 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2555) ~~~~TION Building Permit Number: 1 / ProperryOwner: ,~~~v.~js ~A~~csS PropertyAddiess: 6-3im ~j(,_ Contractor License No.: Y~') I„~. ~ OWNER/CONTRACTOR SIGNATORE OF T7NDERSTANDING AND AGREEMELVT I heazby certify that ihe setback distances proposed by this perniR application aze accurate, aod do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenauts, easemetds or [estric[ions of record; that all measureroeuts shown, and alLegations made aze accurate; that I have read md agree to abide by nll conditions printed on this applications md that I assume full rasponsibility For complia¢ce withthe VJheat Ridge Bui(ding Code (U.B.C) and alL other applicable Wheat Ridge Ordiry c a, for work undertlsss peanit ~ (OWNERxCONTR4CTOR):SIGNED ~ fr DATB IO Description: 4,-i)~~~ ~cvx. IG l\clji c.~c~ ~ BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ✓:.:i:. z:>'E!3:::2><:..:: O i 1 l5 2 Approval: Zoning: Approval: 6 7.nn2 Z ~ .~:30 / Apprwai: ~ I~Lt.y6 ZpLF-f/s,C S-Fir 9✓'Mz~? Occupancy: Walls: Roof: Stories: Residential Units: Elecl;ical License No: x2 (c(5 q Plumbing License No: I c64l(_ 1Vlechanical License No: ~g J ae' M-/~ Company: UL~LI Fi~C1 Company: vaTtn tib. Company: AFI/C~ Vu4ay, hft A Expiration Date:' Expiration Date: Eapirafion Date: Cy ~ rT Apprwal: Approval: Approval: (1) 17ils peanit was issued ia acco[dance with fhe piwisions set forth in your applicafion md is su6ject to tlte laws of the State of Colotado and to the Zoning Regulations md Buildivg Code of WheatRidge, Coluado or a¢y other applicable otdiuancu ofthe City. (2) Tltis pexaut shaLL w[pire if (A) the work aufhorized is not commmceA within sixty (60) days from issue date or (B) the bvilding aufhorized is suspended or a6avdoaed for aperiod of 120 days. (3) If ttils peennit exp¢es, a new pemtit may be acquimd for a fee of one-half the amoumt aormally requi[ed, prwided no changes ktave heen oi will be made in the oagivalplaos md specifications md any suspevsion or a6andonmenthaz not exceeded oae (1) yeaz. If changes have been or if suspension or abandonmert ezweds one (1) yeaz, full fees shall bepaidfor a new pemiit (4) NoworkofanyaunnexslWlbedonet6atwillc6angethenadssalflowofwatercausingadrawagepmblexn. (5) Contrac[orshallnodfytheBvildingIrupec[ortwenty#ou[(24)hou[sinadvancefoiallivspectwnsandshall receivewrittenapp[waloninspecROncazdhefore praceed'wgwithsuccessivephases offhejob. (6) The issuance of a peunit or the approval of d[awivgs md specificafioas shall aot be conshued in be a pemut fo; nox an approval of, aoyviola4on of Che provisions oft~ilding codu or any other oidiuance, law, mle oriegilalion. Phone : 3 a 3- '-J 7iI"- -L0 3 0 Phone: 07-79a 3 COT15tILiCt10II V3IUE: I(,S ~ J Ca L7 Permit Fee: 1 ~ 95 Plan Review Fe ye 8o Sq TTca TaX19 ~ 0- Oo Totat: c/ aa(). -'2~ /0 e-F t /SO For inspection this permit must be posted on the site and visible from the street TERMS AND CONDITIONS As applicant for a building permit in the City of Wheat Ridge, I do hereby agree to the terms and conditions set forth below for the issuance of a Certificate of Occupancy in connection with this building permit. The issuance of a Certificate of Occupancy requires: 1) The completion of all required landscaping and related site improvements. Inspections are perFormed by the Planning and Zoning Division. 2) The completion of site drainage/grading requirements perthe approved site grading plan and/orfinal drainage report and plan, if such report and pian is applicable. For all residential and nonresidential projects with an approved final drainage report and plan, a letter of certification is required from the civil engineer of record. Inspection are performed by the Public: Wotks, D~epartment. 3) The completion and acceptance 6y the City of Wheat Ridge of all required public irnprovements, or a Development Covenant or.cash escrow may be required in lieu of construction; as determined by the Public Works Department. The Public Works Department . performs public improvements inspections. 4) The completion and approvai of a Certificate of Occupancy Application form and final . inspections. Inspections are perFormed by the Building Division. All the above items must be completed and approved by Pla.nning and Zoning, Building and Public Works before a Certificate of Occupancy is issued. Final Inspection by the Building Division does not constitute authorization of a Certificate of Occupancy nor permission for occupancy. Occupancy of the structure is not permiffed until the Certificate of Occupancy is issued. (Uniform Building Code, Section 109) The City is not responsible for any real estate closings orother agreements concerning the property which may be affected by failure to complete the above iterrms and obtain a Certificate of Occupancy. I have read, understand and agree to the foregoing terms and conditions. I have received a copy of the application for Certi cate of Occupancy. Name (please print) ~ J n f. . Signature: Date: III 2i DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE _ • WHEAT RIDGE, CO 80215 FAX (303) 235-2857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED ~~l~loz ADDRESS 6 3BoW. 3`i-+xA~6~,us Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Deparfment, and prior to the issuance of a Cerfificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2868. Sincerely, - --1 1 ',l~ Michael Garcia, Development Review Engineer cc: File Files on Enginent\Development Review/Forms & form IeHers\Notifcation of PI Resioration Rev 05/00 PUBLIC 1NORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS Date Applicant Phone# 3° 3 - y7 1? -Z~?p Location of Construction 638o k-1. 35i-~+ ,LS.tie„rue " Purpose of Gonstructiort Ne w Qet: Jo, c-p- suitding Perrnit Vatue _ I s0, oo o Single FamilyCommetcial Multi-Family DEVELOPMENT REVIEW FEES Development Review P.rocessing Fee: $100.00 $/D0 . o~ (for document processing) Single Family Residential Review Fee: $50.00 $ S'p , o0 (for review of applicabie fechnical.documents ) CommerciallMuiti-Family Review Fee: For review of existing technicai documents $100.00 $ For review of technical documents for construcfion in right=of-way, final drainage report and erosion control plan $500.00 $ Subdivision ImprovementAgreemenf Fee: $125.00 $ (for document processing and recording) pevelopment Covenant Fee: $125.00 $ (for document processing and recording) CDOT Acces§ Permit Fee: $100.00 $ (for document application and processing) Traffic Impact Study Review Fee: $100.00 $ (for document review and processing) Piood Plain Variance Review Fee: (for document review and processing) Class I appiication = $150.00 $ Class I Publication/Public Notice = N/A Ciass II appiication = $250.00 $ ' Ciass 1( Publication(Public Notice = $90.06 $ TOTAL'REVIEW FEES: (due at time of building permif issuance) PLEASE NOTE THAT IN ADDITfON TO THE ABOVE FEES, THERE WILL BE ADDITfONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRLICTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. Signature ofi ApplicanE ~ Date I I/~I/U Z Files on Enginent/Forms/Reviaw Fees-Building PermifAp Rev 04/07 OF w~T DEPARTMENT OF PUBL/C WORKS ' BUILD/NG PERMIT APPLICATION REVIEW ° / / c~L o R A9o Date: ~~16lOz LOC2.t10II: G3$b W. 3a'Tk'~~EN[!E Attention: Building Department I have reviewed the attached materials submitted in application for approval of a at the above referenced address. Please note the stu7unary comments below. l. ✓ Boundary Closure: ~OK _ Not OK; refer to stipulations. 2. ✓ Drainage: a. Drainage plan and report needed _ b. Drainage plan not needed c. Lot drauiage/grading to be reviewed by Building Division _ d. Site drainage/grading provisions have been reviewed and are: OK Not OK; refer to stipulations. 3. ✓ NPDES Pernrit Required: _ Yes v No 4. ~ Public Improvements: a. street pavuag needed: Yes No b. curb and gutter needed: Yes No c. sidewallc needed: Yes No d. street lights needed: Yes No e. storm sewer needed: Yes No £ letter of credit required: Yes No If a letter of credit is reqwred, for what improvements? z-,oor., ~I w.~... n._...n_... _GaF ~..,r.e . _n a~_...._TOu...I...euP./T 5. Subdivision Agreement required: Yes - No 6. ~ Development Covenant required: _ Yes = No If Yes, for 7. Traffic impact analysis and report required: ~ Yes No 8. ,r State Highway Access Pemut needed: Yes No 9. ✓ New roadway or alley R.O.W. dedication recommended: ~ Yes _ No Ifyes, what is recommended? efo, ~Is~-.1 "I s~csP~~s,da 10. Jc All eacisting dedicated roadways/alleys meet the standards of the City: Yes _ No Ifno, which do not and what is requested: Paw v«,,,zao w 11. ~ APPROVAL: The Public Works Department has reviewed this request and hereby gives its a roval, s j ect to the above and/or attached stipulations. agnatt Mi ael Gazcia Date 12. _ NO APPROVAL: The Public Works Department has reviewed this request and does not give its approval for the reasons stated: Signature Michael Gazcia 13. tv Sripulations attached: 14. ✓ Suminary Comments: Yes ~ No 12'oQV I.PgO 7b C• o• issu.a+~c. To G. p. ~SSvmn/cE. Date ,4 oN Files on Enginent\Forms\Bldprmt3.frm Rev 05100 APPLICATION FOR MINOR DUMPING/LANDFILL PERMIT 1 APPLICANTS NAME: 13 r~L APPLICANT'S ADDRESS Z~ t 3 3 r 0u.0t,( e-,J State, Zip) 4~Po11N~H'14 'v C_0 qoy73 ADDRESS OF FILL: 63qv t+) ~ ~ v, A~e. 0~~rAe Cz DATE OF APPLICATION: 1I/ It /o Z All permits shall be applied for through the Public Works Department. An approved permit is effective for a period of one (1) year from date of issue and may be renewed. All fees shall be in accordance with those fees established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances. Note: AlI public improvements, when constructed, sha//be maintained (by fhe respective individual(s) and/or company responsible for fhe consfruction of that public and/or private improvement in the respective development) on a daily basis, or as needed, such that they are free of mud and ofher consfrucfion debris fracking from the site. Failure to comp/y with this requiremenf will resu/t in the enforcement of Artic/e Il, Specified Nuisances, Secfion 15-16 (4) of the Cify of Wheat Ridge Code of Laws. MINOR EXCAVATION AND FILL PERMITS 1. 1-50 Cubic Yards: No permit is required fior dumping or excavation of earth aterials, which do not exceed 50 cubic yards, provided, however, that any fill deposited is on natural terrain of less than three (3) horizontal to one (1) vertical slope, or such fill is less than three (3) feet in depth and is not intended to support permanent structures, and in addition, such fill or excavation does not obstruct or othenvise adversely affect anydrainageway. Should any of the above standards be exceeded, or a drainage way be affected, a permit shall be required under the guidelines for No. 2. 2. 57-500 Cubic Yards; Dumping or excavation of earth materials not exceeding 500 cubic yards may qe aiiowed wiin a permii approved by the Ciiy Engineer. Hii appiicaiions are io be submified on ine appropriate compieted application form and shall be accompanied by the appropriate fee and sketch plan indicating the following information before the permit will be issued: A Location and dimensions of all property boundaries and structures on the site. B Location and extent of areas to be filled and/or excavated. C. Location of existing and proposed dreinageways, irrigation ditches, etc., and indication of how and where historic run-off will be maintained on and through the site. D. Cross section area to be filied and/or excavated indicating original slope, new slope and depth of filL E. Statement which indicates the proposed use or purpose for said fill or excavation. F. Relative elevation of adjacent properties. G. Erosion control plan showing placement of control devices such as hay bales, etc.. Files-on EnginenflFormWill Permitwpd 1 Rev. 04/02 5. Permit Fees" 50 cubic yards or less $10.00 51 to 100 cubic yards $15.00 101to 1000 cubic yards for the first 100 cy $15.00 plus for each additional 100 cy or fraction thereof $5.00 2~ 1001 to 10,000 cubic yards for the first 1000 cubic yards $60.00 plus, for each additional 1000 cy or fraction thereof $4.45 10,000 cubic yards or over $100.00 *Wheat F2idge Code of Laws Section 5-76. TOTAL $ y D All permits shall be applied for prior to fill deposition or excavation operations begin. Any permit applied for after cutting or filling operations on site are in progress shall be subject to a double fee and other penalties as prescribed by 1Nheat Ridge Code of Laws, Section 26-1004. Any fill requested under this permit within the 100 year flood zone MUST COMPLY WITH WHEAT RIDGE CODE OF LAWS, SECTION 26-801, FLOOD PLAIN ZONING ORDINANCE. I HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT AND UNDERSTAND THAT I CANNOT START THIS PROJECT UNTIL THIS APPLICATION IS APPROVED. I SHALL COMPLY WITH THE LAWS OF THE STATE OF COLORADO AND WITH THE ZONING REGULATIONS AND BUILDING CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WILL CAUSE IMMEDIATE REVOCATION OF THIS PERMITAND COMMENCEMENT OF ENFORCEMENT PROCEEDINGS BY THE CITY OF WHEAT RIDGE. THIS APPROVED PERMIT WILL BE KEPT IN MY POSSESSION OR PERMANENTLY ON THE JOB SITE. APPLICANT: - R^"'r ' Appl' anYs Signature Own r's Signature (if different than above) ' CITY OF WHEAT RIDGE: ~ kL . . A- uity Engineer I J / 1J~~~Z' Approval Date Files on EnaanentTolmTill Pecmit.wpd 3 ' Rev. 04/02 ~ . City of Wheat Ridge, Colorado Buildiug Divisiou Plan lieview Correction Notice ~ Address: 6380 W 391^ Avenue \ Owner: Cavness Contractor: Birch Custom Homes \ Project: New SFD Ocenpaucy: W3-U/1 Valnation: $165K Date: October 31, 2002 -1J{ Correct redlines on site plan. ✓2! Provide engineers stamp on foundation plan sheet proposed. V4 Y Window wells "A" - provide size information. ./Per soils report excavations are not to extend more than 64' below grade, plans indicate 8'-0" foundation walls. Have elevations on site plan reflect grade changes. ''~Provide a switched light at fumace and water heater. ✓✓~~-6:✓Bedroom 3- window "N" is not indicated in schedule. -<,,~7~/ Second floor bathroom cantilever cannot extend into required building setback, confirm when correcting site plan s2tbacks. ~ Label all bedroom outlets as requiring dedicated circuits being AFCI protected. Pad footings do not appear to be upsized 67% as indicatetl on plans. . Provide shear wall panel layout plan and provide engineering for each side of garage door due to being less than 2'-8" width. ~Al 1,$how sewer and water line locations on site plan, a 3/<" meter with a one-inch service line required. Please make these additions or corrections to the submittal and resubmit for review, if you have any questions please contact me at 303-235-2853. Thank Yo ~ Darin Morg Codes Ad istrator ~ ~ 5'iRONG-WALLTM SHEARWALL MST STfiRP (10 ga) WI1H 10•10E NRILS OB 1fid SINKEflS nnx.eacxexo a x cuRe 11f111R1 F LVAi I rARA(;F Pf1RTAl' ~ ~ 16" GARAGE PORTAL r~ I V -W- Garaqe PoRal systems provide increased lateral resistance over site-built sheanvalls in locations where space is at a premium. Portal walls shall be installed with a minimum 4x12 Doug Fir headec Because the portal walls and header are tested as a system, the resWting portal frame offers 10tlNBILS superior engineered performance over site-built walls. ae ~easixxEns ivy . a.e. VEHt1CAL .~li~i~)'". ,•o c = ~ ; Naming Scheme: . . XOflIZONTAL ~ ~ 6I T, ~ ~ • i ~ . ~ \ . SW76x7-4HD T ~Bolted Holdown Shong-Wall ~ ❑ Width Nominal Wall ~g (In.) Nominal Thickness Height (in•) (N-) GARAGE HEADER ROUGH OPENING HEIGHT Model H CURB Withaut Yz' Shim Wiih Yz" Shim SW16x7-4HD 6' 7'-0' 7'-OYz" SW16x7-6HD 7' 7'-1' 7'-lYz' SW16x8-4HD 6' 8'-0' 8'-0'h° SW16x8-6HD 7" S'-1' 8'-1Vz" One'h" shim is providetl with Portai Strong-Walis. Allowable Num6er af Numher af Hoidown Haldown Shear V Drift at Allowable Max. W H T l peactian' at Reactionl at Haldown Laad (Ib) Allowable Shear V Wall Model (~n) (in) (i~~ Fasteners in Mudsil Strength Limit Allowahle Anchor Bolts for Port l Shear V Laad Weighf Tap af Wall Anchors States (Ihs) Shear (Ibs) s (in) (16/ft) (Ihs) S stem SW16X7-4HD 16 78 4 8-SDS/4X6 2-s/e 17600 3900 2-SST828 2800 .367 1050 90 SW16X7-6HD 16 78 5.75 8-SDS'/aX6 2-s/s 17600 3900 2-SST828 2600 .367 1050 172 SW16x8-4HD 16 90 4 8-SDSY<x6 2-s/a 18940 1780 2•SSTB28 2490 .420 935 95 SW16x8-6H0 16 90 5.75 8-SDSY 21/a 18940 7780 2-SST628 2490 .420 935 120 1.For plywood shear panel, adA "P" ta motlel name (e.g. SW2484P), ana S.SW16 and SW22 walls may 6e combinetl. The ca0aciry ot me camumea muitlply the Whle loatls hy 0.88. . system shall he taken as iha sum of the "Single Wall Garage Portal" capacdies. 2.FOr two-pour 6olted applications, use the SST834. 6. Recommentletl minimum W" x 12" mudsill anchor. 3.flecammentletl header moisture content is 16% or less at Ume of instailation. 7. fleactions are measuretl test values. 4. A double wall garage portal system consists of 2 walls with a header spanning over the top antl connected as shown. 22" GARAGE PORTAL GARAGE HEADER ROUGH OPENING HEIGHT Naming Scheme: SW22x7-4 SWng-WaII7-T Width JT- Nominal Wall (i^.) Naminal Thickness Height (in•) (n) I1011R1 F WAI I(;ARAGE PORTAL' Model H CUflB Without'/z' Shim With Yz' Shim SW22x7-4 6' 7'-0" 7'-0'h° SW22x7-6 7' 7'-1' 7'-tYz° $W22X8'4 6" 81'0" 8''0'/z° SW22x8-6 7" 8'-1" 8'-1'/z" One'/i'shim is provitletl wiN Portal Strong-Walls. Allowable Number of Number of Holdown Holdawn Shear V Oritt at Allowable Max. Model W H T Fasteners in Mudsill Reactian'af Reactian'at Hoidown Laad (16) Allowable ShearV Wall (in) (in) (in) Strength Limit Allowable Anchor Bolts P h f l Shear V Laad Weight Tup of Wall Anchars Stafes (l6s) Shear(lbs) o a ar s (in) (16/tt) (Ihs) S stem SW22x7-4 22 78 4 10-SDSYac6 2-s/a 16350 3200 2-SST828 4820 .369 1315 95 SW22x7-6 22 78 5.75 10-SDSY4x6 2-s/e 16350 3200 2-SST828 4820 .369 1315 117 SW22x8-4 22 90 4 10-SDSY4x6 2-5/8 21160 3260 2-SST628 3990 .446 7090 105 SW22x8-6 22 90 5.75 10-SOS1/<x6 2-s/a 21160 3260 2-SSTB28 3990 7446 1090 130 t.Por plywootl shear panel, atltl "P" ta motlel name (e.g. SW24x8-4P), and 5.SW16 and SW22 walis may 6e comhinetl. The capaciry of [he com6ined mul[iply [he ta61e loatls hy 0.88. system shall 6e taken as the sum of the "Single Wall Garage Portal" capacities. 2. Fortwo-pour boltetl applicatlons, use [he SSTB34. - 6. ftecommentled minimum x 12" muasill anchor. 3. Recommentled header moisture content is 16% or less at time of installatlon. 7. fieaciions are measuretl test values. 4.A tlouhle vrall garage portal sys[em consists of 2 walls with a header spanning over ihe top and connected as shown. The building designer shall verify that these detaiis are consistent with the complete load path requirements of the structure. 23 Memo To: Mr. )ohn Birch Birch Custom Homes 20133 Silver ranch Road Conifer, CO 80433 From: Jim A. Devish, PE Date: November 7, 2002 Subject: Residence 6380 W. 39th. Avenue Wheatridge, CO The interior column pads were not upsized by 67% because they are the proper size. The pads will carry a reaction of 9,375 Ib. based on an allowable soils bearing of 1500 psf. The maximum reaction on the pads is 6,300 Ibs. The pads were oversized in the beginning in order to provide a wide stable base to reduce the possibility of rotating due to settlement. The exterior wall is listed as 1/2" plywood on the contract documents. . Birch Construction has requested that 1/2" O5B be used in lieu of the plywood walls. I have no objection to the OSB as long as all nailing is completed in accordance with the Code prescribed nailing schedule. Birch Construction has been informed to use a portal wall system each side of the garage door. JONES DEVISH Consulting Engineers, Inc 701 West 48th Avenue Denver, CO 80216 (303) 293 8991 (303) 293 8925 F~ jim@jonesdevish.com Page 1 of 1 Residence 6380 West 39th. Avenue Birch Custom Homes Lateral design @ garage waii ajacient to garage door Wind Governs Ce:= 113 Cq:= 13 qs: 20.8-psf Iµ,:= 1 P: Ce•Cq•qs-IW P= 30.SSSIbft-Z H:=14•ft W:=22•ft L:=20-ft h:=8•ft d:=18•ft H R:= P-W-- R= 4705.501 lb 2 V:= R V= 235.2751bff 1 h T = R•d T = 2091.3341b Use 22" garage door pqrtel #SW22x7'-4 instalied as specified by Simpson Strong-Tie Ralt 4820-1b R < Rall OK! Vall:= 1315•lb•ff 1 V < Vall OK! Tall:= 3200•lb T < Tall OKi Jones Devish Consulting Engineers 303 293 8991 Jim A. Devish P.E. Lateral.mcd 1 of1 STRONG-WALL71N SHEARWALL rA I" MST STNpP (7093) WITH 10-70tl NAILS OX ifitl SINKEHS MIN. EACH END ❑ 1OtlNRILS ' Ofl 16tl SINREXS 3' a.c. VERfICpL 4' o.t. HOflIZONTRL 16" GARAGE PORTAL SIMPSON 'S ~Tie' -W- Garage Portal systems provide increased lateral resistance over site-built shearwalls in locations where space is at a premium. Portal walls shall be installed with a minimum 4x12 Doug Fir header. Because the portal walls and header are tested as a system, the resuiting portal frame offers superior engineered performance over site-built walls. ~ . Naming Scheme: ~ SW16x7-4HD T ~BOited Holdown Strong-Wall ~ Width Nominal Wali (i^.) Nominal Thickness ~ Height (h^.) (ft.) 1 ~ H CUNB 1 0• nf111R1 F 1~lel I f:GRA(:F PfIRTAI 4 .o ~ WRB GARAGE HEADER ROUGH OPENING HEIGHT Model H CURB Without Yz' Shim With Yz' Shim SW16x7-4HD 6" 7'-0" 7'-OYd' SW16x7-6HD T' 7-1" 7'tYz' SW16x8-4HD 6" 8'-0" 8''0 1/2z° SW16x8-6HD 7° 8'-1" 8'-1Yz" One 1/2" shim is provided with Portal Strong-Walls. Holdown Holdown Allowable Shear V pritt at Allowable Max. W H T Number of Numher af ~ Reaction at ~ Reaction at Holdawn Load (Ih) Allowable ShearV Wall Model (in) (in) (in) Pasfeners in Mudsill Strength Limif Allowable Anchor BoNs for Portal Shear V Laad Weight Top o( Wail Anchors Stales (ihs) Shear (16s) S stem5 (in) (Ih/ft) (16s) SW16x7-4HD 76 78 4 8-SDSY<x6 2-% 17600 3900 2-SST628 2800 .367 1050 90 SW16x7-6HD 16 78 5.75 8-SDSY,c6 2s/a 17600 3900 2-SST628 2800 .367 1050 112 SW16x8-4HD 16 90 4 S-SDSYax6 2-~k 18940 1780 2-SSTB28 2490 .420 935 95 SW16x8-6HD 16 90 5.75 8-SDS'/<x6 2-s/e 18940 1780 2-SS1628 2490 .420 935 120 t.Far plywood shear panel, atltl "P" to motlel name (e.g. SW24x8-4P), antl multiply the ta61e loatls by 0.88. 2. For hvo-pour bal[ed applications, use tha SSTB34. 3.Recommended header moisture content is 16 % or less at time of installatian. 4. A dou6le wall garage portal system consists of 2 walis wiih a header spanning over the top and connected as shown. 5.SW16 antl SW22 walls may oe comoinea. i ne capaciryonne canmmeu system shall be taken as the sum of the "Singie Wall Garaqe Portal" capacities. 6. Recommended minimum sh" x 72" mudsill anchor. 7. fieactions are measuretl [est values. 22" GARAGE PORTAL GARAGE HEADER ROUGH OPENING HEIGHT Naming Scheme: SW22x7-4 Strong-Wall 3-1 h Nominal Wail (in.) Nominal Thickness Heighf (i^•) (n.) nn1mI c uInl 1 Cno11AC Df1GTAl 4 Model H CURB Without Yz' Shim Wiih '/i' Shim SW22x7-4 6" 7'-0" 7'-0Yz" SW22x7-6 7° 7'-1" 7'-11h" SW22x8-4 6" 81-0" 8'-011z' sw22x8-6 7° 81-1° 8'-11i2" One'h" shim is Drovided with PortalStrong-Walls. ~ ~ • ~ Allowable Holdown Holdawn ShearV Oriftat Allowable Max. W H T Num6erof Numberaf l Heaction at ' fleaclion at Holdown Laad (Ih) Allowable Shear 0 Wall Model (in) (in) (in) Fasteners in Mudsill Strength Limit Allowable Anchar Bolts for Parlal Shear V Laad Weight Top ot Wall Anchors Stafes(Ihs) Shearp6s) s (in) (16/fi) (16s) S stem SNl22x7-4 22 78 4 10-SDS'/<x6 2-s/a 16350 3200 2-SST628 4820 .369 1375 95 SW22x7-6 22 78 5.75 10-SDSYaX6 2-sa 16350 3200 2-SST828 4820 .369 1315 117 SW22x8-4 22 90 4 10-SDS'/<x6 2-~/e 21160 3260 2-SSTB28 3990 .446 1090 105 SW22x8-6 22 90 5.75 10-SDSYax6 2-s/e 21160 3260 2-SST628 3990 .446 7090 130 t.For plywood shear panel, adtl "P" to matlel name (e.g. SW24x84P), and 5.SW76 and SW22 walls may he comolnetl. Tne capaciry m me comoinea " multipiy the table loads 6y 0.88. capacities. system shall he taken as the sum of the "Single Wall Garage Portal 2.POr lwo-pour 6oltetl applications, use the SSTB34. 6. Recommentletl minimum x 12" mudsill anchar. 3.Recommentletl header moisture content is 16% or less a[ time of installa[ian. 7. Reactions are measured test values. 4.A dou6le wall garage portal system consists of 2 walls with a header spanning over the rop antl connected as shown. The building designer shall verify that these details are consistent with the compiete load path requirements of the structure. 23 Residence 6380 West 39th. Ave. Birch Custom Homes Job # 02054 Calculations Prepared by Jim A. Devish, P.E. Jones - Devish Consulting Engineers 701 W. 48 Th. Avenue Denver, CO 80216 Voice: 303 293 8991 Fax: 303 293 8928 Table of Contents Notes! ITEM 1.) Footing & basement walls 2.) Beams Page 2-25 1) Exterior beams 6 foot or longer are to beaz on two trim studs @ each end. 2) Roof trusses must beaz the seal of a Colorado Professional Engineer. Connecrion hardware required for truss to girder truss is the responsibility of the huss manufacririrer. Re: "Wood Truss Council of America". Attach typical txusses to wa11 with a H2.5 hurricane clip installed as specified by Simpson Strong-Tie Connections. Attach girder trusses to wall with H10-2 hurricane clip as specidied by impson. Residence Jim A. Devish P.E. 6380 West 39th. Avenue Foundation & basement walis.mcd Birch Custom Homes 1of2 Live Loading: Roof Snow 30-psf Floors OLL 40-psf Wind 90 mph Exp C Basement & footing design based upon soii report by Colorado Engineering for 6390 West 39th. Avenue, Jefferson County. Footing: Allowable soii bearing is 1500 psf which is less than 2500 psf required, Increase footing by 67%: Previous Size (1500psg 1'-4"x8"xCont. 1'4"x10"xCont. 2'-0"x12"xCont. Basement & Stem Wall: Actual Size (2500psf) 2'-3"x 10"x Cont. Wl (2) # 4 bars cont. 2'-9"x 12"x Cont. W/ (3) # 4 bars cont. 3'-0"x 12"x Cont. W! (3) # 4 bars cont. p: 35-pcf H:= 8•ft fy 60•ksi d:= 4•in b: 8•in o) : p•A•ft (u = 2801bft l ~ P H :=cu•2 - M P•x• (H x) H Niu 1.7•M Mu = 3387.0021bft x =2.67•ft H-x=533R M = 19923541bft AS M" AS = 0.188in2 .9•fpd Jones Devish Consulting Engineers 303 293 8991 Residence Jim A. Devish P.E. 6380 West 39th. Avenue Foundation & basement walis.mcd Birch Custom Homes 20f2 Minimum Vertical Reinforcing: Ag:=1•ft•b Ag=0.667fr2 Asvertmin .0012•Ag Asver[min = 4•115in2 use # 5 vertical bars @ 18" o.c. in Asprovd .205- - ft Minimum Horizontal Reinforcing Ag l- ft- b Ag = 0.667ft2 Ashorzmin •002AB Ashormiin = 0.192in2 use # 4 horizontal bars @ 12" o.c. m Asprovd 20• ft Asprovd > Asreqd OK! Asprovd > Asreqd OK! Jones Devish Consuiting Engineers 303 293 8991 -z_ Residence 6380 W. 39th. Ave. Birch Custom Homes #02054 1) Simple span beam with uniform load: Loading: A Fdl 20•psf Fp 30A-psf a 16.0•ft L 11.5-ft cu dl Fdpa 1 o)dl = 320Ibft- w11:= Fipa wll = 4801b8 1 wt O)dl+wll cot = 8001bft 1 Jim A. Devish P.E. M1 Roof beam.mcd 1 of2 Wr L I R, Ri Beam Diagram Check (2) 1 3/4"x11 7/8" x 1.9 E LVL Beam: Attributes Fb 2600•psi F, 285•psi Fcper = 750•psi E:= 1900000-psi t:= 3.5-in d;= 11.875•in [(12.in ill Cr7 = 1.15 (snow) CL 1 Cg a~ Cg = 1.001 Ab d A= 41.563 in2 2 3 SU 6 S= 82259 in3 I:= t• 12 Shear: cut•L Rmax:= 2 Rma, = 460016 oV:= 1.5• RA~ av = 166.015 psi F'v:= CD-Fv F, = 327.75psi av < F, OK! Bearing F'cper Fcper Rmac A: - F'cper A = 6.133inZ lreqd A lreqd = 1.752in t iprovd 3.0•in ireqd < iprovd OK! I = 488.413 in4 Jones Devish Consulting Engineers 303 293 8991 3 Residence 6380 W. 39[h. Ave. Birch Custom Homes #02054 Flexure 2 M:= wt. L M= 132251bft 8 rsp S ag = 1929269psi F'b Cp•CyCp•Fb ap F'b OK! Deflection: L = 0.383 in 360 5•wp•L4 A 384•E-I L 360 F'b = 2993.477psi A = 0.204 in OK! Use (2) 1 3/4"x11 7!8" x 1.9 E LVL Beam: Jones Devish Consulting Engineers 303 293 8991 Jim A. Devish P.E. M1 Roof beam.mcd 2of2 1- Residence 6380 W. 39th. Ave. Birch Custom Homes #02054 2) Simple span beam with uniform load: Loading: A Fdi 428-psf Fil ~ 760•psf a 1.0-ft L : 11.0•ft G)dt Fdj•a Oudl = 4281bR-1 (o11 Fll•a wil = 7601bft 1 wt wdl+wli (at = 11881bft t Jim A. Devish P.E. 6601 2nd Floor beam.mcd 1 of2 WT L R, Rq Beam Diagrem Check (2) 1 3/4"x11 7/8" x 1.9 E LVL Beam: Attributes Fb 2600•psi F, 285•psi Fcpe, 750-psi E:= 1900000•psi t:= 3.5•in d:= 11.875-in •in CD = lA (OLL) CL 1 Cp - 12 ( a~ Cp = 1.001 At-d A= 41.563 in2 2 3 St- d S= 82.259 in3 I:= t. d 6 12 Shear: cDt-L Rmy,= 2 RmM = 65341b av:= 1.5• RAa" av = 235.814psi F'v:= Cp-Fv F'v = 285psi av< F'v OK! Bearing F'cper Fcper A RmaY F'cper A = 8.712inZ Ireqd = A t Ireqd = 2•489in iprovd 3.0•in lreqd < lprovd OK! I = 488.413 in4 Jones Devish Consulting Engineers 303 293 8991 ~ Residence Jim A. Devish P.E. 6380 W. 39th. Ave. 6B01 2nd Floor beam.mcd Birch Custom Homes 2of2 #02054 Flexure: 2 M:= wt• 8 M= 17968.5 1bft 6f S 6f = 2621.254psi F'b : CD•CL•Cg•Fb F'b = 2603.024psi 6p = F'b OK! Deflection: L - = 0367 in 360 5• ~u 11•L4 0 4 = 0.27 in 384•E•I 4 < L OK! 360 Use (2) 1 3/4"x11 7/8" x 1.9 E LVL Beam: Jones Devish Consulting Engineers 303 293 8991 Residence 6380 W. 39th. Ave. Birch Custom Homes #02054 3) Simple span beam with uniform Ioad: Loading: a Fdl 20•psf F11:= 40•psf a 14.0•ft L = 20.0•ft wdl Fdha O)dl = 28016ft 1 a)11 Flta wil = 5601bft 1 03t = O)dt+wll wt = $401b8 1 Jim A. Devish P.E. 6602 2nd Floor beam.mcd 1of2 WT r"T 7 R, Ri Beam Diagram Check (3) 1 3/4"x16" x 1.9 E LVL Beam: Attributes Fb 2600•psi F, 285•psi Fcper 750•psi E:= 1900000•psi t:= 5.25•in d: 16.0•in 12•in I11 Cp lA (OLL) CL ~ 1 Cg ( a~ Cp = 0.969 A t•d A = 84in2 2 3 S:= t. d S= 224 in3 I:= t d 6 12 Shear: Rmax= wrL 2 Rma~ = 84001b a~:= 1.5•RA~ av= 150psi F'v CD'Fv F'v = 285 psi 6, < p', pgt Bearing Fcper Fcper Rmax A - F'cper A = 112in2 6qd A t lreqd = 2•133in lprovd 3.0•in lreqd < iprovd OKf I = 1792m 4 Jones Devish Consulting Engineers 303 293 8991 ~ Residence Jim A. Devish P.E. 6380 W. 39th. Ave. 6602 2nd Floor beam.mcd Birch Custom Homes 2of2 #02054 Flexure: 2 M cut• $ M = 420001bft 6f S 6f = 2250psi F'b : CD•CyCg•Fb F'b = 2518.287psi ag < F'b OK! Deflection: L = 0.667 in 360 4 5•~ A = 0.592in 384•E•I e < L OK! 360 Use (3) 1 3/4"x16" x 1.9 E LVL Beam: Jones Devish Consulting Engineers 303 293 8991 y Residence 6380 W. 39th. Ave. Birch Custom Homes #02054 4) Simple span beam with uniform load: Loading: A Fal 20•psf Fll = 40.0•psf a 20.0•ft L 6.5•ft (Odt ~ Fdha wdl = 40016ft- 1 wil ~ Fipa (ull = 8001b$ i (0t:=O)dl+0)ll wt=120016Rt Jim A. Devish P.E. M1 Floor beam.mcd 1 oY2 Wr I L I R, R, Beam Diagram Check (2) 1 3/4"x11 7/8" x 1.9 E LVL Beam: Attributes Fb 2600-psi F,:= 285-psi Fcper 750-psi E:= 1900000•psi t:= 3.5•in d: 11.875in [(_12,in)' lll Cp 1.0 (OLL) CL = 1 CF CF = 1.001 A:= b d A= 41.563 inz 2 3 S:= t. 6 S= 82.259 in3 I:= t' a2 Shear: out-L Rm":= 2 Rmaac av:= 1.5- A F'v CD•Fv Rmax = 39001b av = 140.752psi F'v = 285 psi av<_ F', OK! Bearing F'cper Fcper A Rma:c F'cper A = 52in2 Ireqd A t Ireqd = 1.486in 1provd = 3.0•in lreqd < lprovd OK! I = 488.413 in4 Jones Devish Consulting Engineers 303 293 8991 Residence 6380 W. 39th. Ave. Birch Custom Homes #02054 Flexure: 2 M:= wt• g M= 6337.51bft 6f:= S 6f=924.518psi F'b CD'CL•CFFb F'b = 2603.024psi 6f F'b Defiection: L - = 0.217in 360 A 5•n L4 384•E•I L e<- 360 OK! A = 0.035in OK! Use (2) 1 3!4"x11 7/8" x 1.9 E LVL Beam: Jones Devish Consulting Engineers 303 293 8991 Jim A. Devish P.E. M1 Fioor beam.mcd 2ot2 lO Residence 6380 W. 39th. Ave. Birch Custom Homes #02054 5) Simple span beam with uniform load: Loading: A Fal 20•psf Fll 30.0•psf a = 9.0•ft L = 5.5•ft 03dt Fdl•a ~ (Odl = 1801bft_ o~l:= Flpa oIl = 2701bR 1 wt = (Odl+wll wt = 4501b$ 1 Jim A. Devish P.E. M2 Fioor beam.mcd 1 of2 WT T ~ I Ri Ri Beam Diagram Check (1) 1 3/4"x11 7/8" x 1.9 E LVL Beam: Attributes Fb = 2600•psi F, 285•psi Fcper 150•psi E:= 1900000•psi t:= 1.75•in d:= 11.875•in 12•in 111 Cp 1.0 (OLL) CL ~ 1 Cg ( a~ Cg = 1.001 AU d A= 20.781 inZ 2 3 Sri 6 S= 41.13 in3 I:= t• a2 Shear wt-L Rmax 2 Rmas = 1237.5 Ib av~ 1.S-RA~ o'v = 89323psi F'v CD•Fv F'v = 285 psi vv<_ F'v OK! Bearing F'cper Fcper Rmae A: - F'cper A = 1.65in2 lreqd A t lreqd = 4•943 in lprovd 3.0•in Ireqd < lprovd OKi I = 244.207in4 Jones Devish Consulting Engineers 303 293 8991 Residence 6380 W. 39th. Ave. Birch Custom Homes #02054 Flexure: 2 M= cot- 8 M= 1701.5631bft rsg M a{ = 496.45 psi S F'b CD'CL'CFFb F"b = 2603A24psi af<F'b OK! Deflection: L = 0.183in 360 5•wp•L4 A A =0.012in 384-E•I e = L OK! 360 Use (1) 1 3/4"x11 7/8" x 1.9 E LVL Beam: Jones Devish ConSUiting Engineers 303 293 8991 Jim A. Devish P.E. M2 Floor beam.mcd 2oY1 l2 Jim A. Devish P.E. M3 Floor beam.mcd 1 of2 6) Simple span beam with uniform and point load Loading: D P Fdl O-psf F11= 0•psf WT a:=1•ft L:=S.S-ft b=2.75-ftc:=L-b c=2.75ft e c .j Olbft R1 L R2 (0dl ~ Fdta wat = Beam Diagram 1 rupFipa wp=016ft- -I = Olbft + wtt (ot wt = O)dl Pdl = 1300-Ib Pp 2600•]b Pt Pdl+Pll Pt = 39001b Check (1) 1 3/4"x11 7/8" x 1.9 E PSL Beam Attributes Fb ~ 2600•psi F, 285•psi Fcper : 750-psi E1900000•psi t1.75-in d11.875-in 12•in 111 CD lA (OLL) CL I Cp ~ Cp =].001 Cp 1 d Abd A= 20.781 in2 2 3 d 3 d 4 I= 244.207 in I:= t• S= 41.13 in St• 6 12 Shear: wt•L Pt. c + RI Ri = 195016 2 ~ wyL Pt•b RZ + RZ = 19501b Z L Rmax== R2 R ~ a,:= 1.5• A av = 140.752psi F'v CD'Fv F'v = 285psi a'< F, OK! Jones Devish Consuiting Engineers 303 293 8991 Jim A. Devish P.E. M3 Fioor beam.mcd 2of2 Flexure: @ point load x b wt•x•(L-x) Pt.b•x MX;= MX=5362.SIbft Z L @ midspan x L 2 cut.x•(L-x) Pt•b•x IvtCl MCI = 53625Ibft 2 L Mmaac Mx Q fMm 6f = 1564.568 psi S F'b ~ CD•CL-Cg•Fb F'b = 2600psi vb < F'b OK! Deflection: L= 0.275 in L= 0.183 in 240 360 b~(b+2•c)l 5 x:=~ J x=2.75fr 3 OX:= 0)IIX. (L3-2L-xz+x3) + P" •[b-o-(b+2•c)-(3•b•(b+2•c)]'5 ~ OX=0.034in 24•E•I 27•E•I•L x:=L x=2.75ft 2 4c1: ' •(L3-Z•L•x2+x3) + PiI I b•c(b+2•c)•[3-b•(b+2-c)]"5] 4c1=0.034in 24-E•I 27•E•I•L L <0< L OK! 240 360 Use (1) 1 3!4"x11 7/8" x 1.9 E PSL Beam Jones Devish Consuiting Engineers 3032938991 J~ Residence 6380 W. 39th. Ave. Birch Custom Homes #02054 7) Simple span beam with uniform load: Loading: A Fdi 530•psf Fll:= 880•psf a:= 1.0-ft L 10.0-ft cadi = Fdl•a wdl = 5301b$-i wll = Fll•a wll = 880Ibfr 1 wt wdl+wp wt = 14101b8 1 Jim A. Devish P.E. M4 Floor beam.mcd 1 of2 WT I L I R, Ri Beam Diagram Check (2) 1 3/4"x11 7/8" x 1.9 E LVL Beam: Attri6utes Fb 2600•psi F,: 285•psi F~pe,:= 750•psi E:= 1900000•psi t:= 3.5•in d:= 11.875-in Ill CD IA (OLL) CL 1 Cg [(12.in a Cg = 1.001 At-d A= 41.563 in2 2 3 S: t• a S= 82259in3 I:= t• d 6 12 Shear: wt•L Rmax 2 Rmax = 70501b aV = 1.5•RA~ av = 254.436psi F'v CD'Fv F'v = 285 psi 6v< F', OK! Bearing F'cper Fcper A Rmar - F'cper A = 9.4 inz 6qd = A t Ireqd = 2.686 in Iprovd = 3.0•in lreqd < 1provd OKi I = 488.413in4 Jones Devish Consulting Engineers 303 293 8991 ,s Residence 6380 W. 39th. Ave. Birch Custom Homes #02054 Flexure: 2 M:= wt• 8 M= 176251bft ag : S vp = 2571.144psi F'b CD'CL•CF'Fb F'b = 2603.024psi 6f = F'y OK! Deflection: L = 0333 in 360 ~1~L4 0~ 5•u~ 0=0.213in 384•E•I p < L OK! 360 Use (2) 1 3/4"x11 7/8" x 1.9 E LVL Beam: Jones Devish Consulting Engineers 303 293 8991 Jim A. Oevish P.E. M4 Floor beam.mcd 2of2 8) Simple span beam with uniform and point load: Loading: Fal 0•psf Fli 0•psf a:=1-ft L: E wdl Fdha wll Flha wt O)dl+0)ll Pal 1075•]b 0•fr b: 5.25•ftc:=L-b c=2.75ft wdl = 0168-1 wll = OIbB I wt=0lb8I Pa1:= 2150-Ib Pt = Pdl +PII Pt = 32251b Check (2) 1 3/4"x11 7/8" x 1.9 E PSL Beam Attributes Fb 2600•psi Fv 285•psi Fcper 750•psi E:= 1900000-psi CD 1.0 (OLL) CL 1 CF (12 CF = 1.001 d A:= t-d A= 41.563 in2 2 3 S:= t• 6 S= 82.259 in3 I:= b az Shear: wt•L Pt•c Ri 2+ i Rt = 1108.5941b wt•L Pt•b RZ 2 + ~ RZ = 2116.40616 Rmax:= RZ Rmaac 6v:= 1.5• A F'v:= CD•F, av = 76.382psi F, = 285 psi av < Fv OK! I = 488A13 in4 0 Jim A. Devish P.E. M61st Floor beam.mcd 1of2 W r P b c R, L Rz Beam Diagram t:=3.5•in d:=11.875•in Cg 1 Jones Devish Consuiting Engineers 303 293 8991 ,7 Jim A. Devish P.E. M6 1 st Floor beam,mcd 2of2 Flexure @ point load x b wt•x•(L-x) Pi•b•x MX = + L z @ midspan x: L - 2 out-x-(L-x) Prb.x Mcl + ^ 2 L Mmar Mx MX = 11111.1331bft Ivf,t = 8465.62516ft 6p Mm 6g = 1620.898 psi S F'b CD'CL•CFFb F'b = 2600psi 6b < F'b OK! Deflection: L = 0.4in L = 0.267in 240 360 b•(b+2•c) 5 x:=r 3 ~ x=4337ft L AX:= (011X•(L3-2•L•x2+x3) + Pll .[b•c(b+2•c).[3•b•(b+2•c)1'5] 24•E•I 27•E-I•1, x:=L x=4ft 2 AX = 0.037 in Qcy:= WIIX•(L3-2•LxZ+x3) + Pll •[b-o-(b+2•c).[3-b-(b+2•c)]'S1 4el =0.037in 24-E-I 27-E-I-1, L <4< L OK! 240 360 Use (2) 1 3/4'k11 718" x 1.9 E PSL Beam Jones Devish Consulting Engineers 303 293 8991 /8 Residence 6380 W. 39th. Ave. Birch Custom Homes #02054 9) Simple span beam with uniform bad: Loading: A Fal = 15•psf Fil 40.0-psf a 9.0- ft L 10.5-ft wdl Fdl-a wdl = 1351bR-1 cup = Fipa cu11= 3601bft 1 wt:=(Odl+031I wt=4951b8-1 Jim A. Devish P.E. M5 1 st Floor beam.mcd 1 of2 WT I ~ I R, Ri Beam Diagram Check (1) 1 3/4"x11 7/8" x 1.9 E LVL Beam: Attributes Fb 2600-psi F,:= 285•psi Fcper 750•psi E: 1900000•psi t:= 1.75-in d:_ ] 1.875-in 12-in\ 111 CD ~ 1.0 (OLL) CL 1 Cg ( a I Cg = 1.001 / A~ bd A= 20.781 inZ 2 3 Sb~ S= 41.13 in3 I:= t 12 Shear: cut•L Rmas 2 Rmaac = 2598.751b RmaY 6v I.S- A av = 187.579psi F'v:= CD•Fv F'v = 285psi 6v _ F'v OK! Bearing Fcper = Fcper Rmax A:=- F'cper R = 3.465 in2 Ireqd A t Ireqd = 1.98 in Iprovd 3.0•in ireqd < <provd OK! I = 244207 in4 Jones Devish Consulting Engineers 303 293 8991 1q Residence 6380 W. 39th. Ave. Birch Custom Homes #02054 Flexure: 2 M~ wt• 8 M= 6821.71916ft af M a f= 1990.311 psi S F'b CD-CL•CF'Fb F'b = 2603.024psi ap < F'b OK! Deflection: L - = 035 in 360 S.w11,L4 o e = 0.212in 384•E•I A = L OK! 360 Use (1) 1 3/4"x11 7/8" x 1.9 E LVL Beam: Jones Devish Consuking Engineers 303 293 8991 Jim A. Devish P.E. M5 1st Fioor beam.mcd 2of2 z~ Residence Jim A. Devish P.E. 6380 W. 39th. Ave. M41 st Floor beam.mcd Birch Custom Homes 1of2 #02054 10) Simple span beam with uniform and point load Loading: D P Fdl O-psf Fli O-psf WT a:=1•ft L=16.S-ft b:=12.5•ftc:= L-b c=4ft b c ~ Olbft 1 Rt L R2 dl ~ Fdl•a ~dt = w Beam Diagram c)II ~ Flpa wp = Olbfr_ 1 -1 =0lbfr + wll wt (Otwdl Pdl 500-Ib Pp 1350•lb Pt Pdl +Pp Pt = 18501b Check (2) 1 3/4"x11 7/8" x 1.9 E PSL Beam Attributes Fb 2600•psi F, = 285•psi Fcpe, 750•psi E1900000-psi t:= 3.5•in d11.875•in 12~in\ 11t CD 1 A (OLL) CL 1 Cp ( J Cg = 1.001 Cg 1 a Abd A= 41.563 inZ 2 3 a 3 d 4 I= 488.413 in S= 82259 in I:= t- S= 4 6 12 Shear: wt•L Pt- c Rt = + Rl = 448.4851b 2 L mt•L Prb RZ - + - RZ = 1401.51516 2 L RmyX RZ R ~ 6v:= 1.5• A a, = 50.581 psi F'v CD•F, F', = 285 psi 6v< Fv OK! Jones Devish Consulting Engineers 303 293 8991 21 Residence 6380 W. 39th. Ave. Birch Custom Homes #02054 Flexure: @ point load x b ot-x-(L - x) Prb•x MX. + 2 L @ midspan x 2 wt•x•(L-x) Pt•b-x n'kl = + 2 L Mmax Mx MX= 17518.9391bft 1Vki = 11562.51bft ap Mrn~ ap = 2555.671 psi S F'b CD'CL'CF'Fb F'b = 2600psi ab a F'b OK! Deflection: L= 0.825 in L= 0.55 in 240 360 b•(b+2•c)15 x =r 3 x=9.242ft L J pX:= '•(L3-2•L•x2+x3)+ Pii •[b,c(b+2•c)•[3•b•(b+2•c)]'5] 24•E•I 27•E•I•L x:=L x=8.25ft 2 Jim A. Devish P.E. M4 1st Floor beam.mcd 2of2 4X = 0.16in Qcl._ wIPX (L3-2•L•x2+x3) + Pil •[b•c•(6+2•c)•[3•b•(b+2•c)}'S] Ac1=0.16in 24•E-I ~ 27-E-I•L L < 4< L OK! 240 360 Use (2) 1 3/4"x11 718" x 1.9 E PSL Beam Jones Devish Consulting Engineers 303 293 8991 2? Residence 6380 W. 39th. Ave Birch Custom Homes #02054 11) Simple span beam with uniform and point load Jim A. Devish P.E. M3 1 st Floor beam.mcd 1 of2 Loading: D Fdl IS•psf Flt 40•psf WT P a=10.ftL:=9.0•fr 6=2.0-ft c:=L-b c=7ft n c _I R, ~ R2 wdl = Fdl•a wdl = 1501bft Beam Diagram wll = Flha wp = 4001b8 1 wtwdl+W11 wt=5501bftt Pdi227•lb P~] 608•Ib Pt: Pdl +Pp Pt=83516 Check (2) 1 3/4"x9 1!2" x 1.9 E PSL Beam Attributes Fb 2600•psi F, 285•psi Fcper ~ 750•psi E1900000•psi t:= 3.5•in d9.5-in r/ lIl CD lA (OLL) CL = 1 CF = I I 1 ainl CF = 1.026 Cg 1 L~ ) A ~ rid A = 33.25in2 2 3 S~ 4 d S= 52.646 in3 I: t• a I= 250.068 in4 6 12 Shear: cut-L Pt•c Rl Z+ L RI = 3124.4441b wt•L Pt-b RZ + RZ = 2660.5561b 2 L Rmax = Rz o,:= I.S,RA~ av =120.025psi F,:= CD•F, F'v = 285 psi av < Fv OK! Jones Devish Consulting Engineers 303 293 8991 Z~ Residence 6380 W. 39th. Ave Birch Custom Homes #02054 Flexure @ point load x : b wt•x•(L - x) Pt•b•x MX. + 2 L @ midspan x : L - 2 cut-x•(L-x) PCb-x NIc1+ 2 L Mmaac Mx MX = 42211111bft M,l = 64037516ft 6p Mm 6p = 962.153 psi S F'b CD-CL'CF'Fb F'b = 2600psi ob < F'b OK! Deflection: L= 0.45 in L= 03 in 240 360 b•(b+2•c)l 5 x=r 3 I x=3.266fr L .1 pX:= ' •(L3-2-L•xZ+x3) + .[b•c.(6+2•c).[3•b.(b+2•c)1"51 24•E•I 27-E-I•L x:=L x=4.5ft 2 Jim A. Devish P.E. M31 st Floor beam.mcd 2of2 4X = 0.133 in pCi: ' •(L3-2L•xZ+x3) + P" •[b•c•(b+2.c)•[3.6•(b+2c)fs] Ac1=0.144in 24•E•I 27•Ed-L L <A < L OK! 240 360 Use (2) 9 3/4"x9 1/2" x 1.9 E PSL Beam Jones Devish ConsuRing Engineers 303 293 8991 2~ 12) Simple span beam with unifortn load: Loading: Fdl : 20•psf Fll 40.0•psf a:=28.0-ft L:=S.'15•ft (Odl Fdl•a cOdl = 5601bft.1 ru11 ~ Fll-a (utl = 1120168 1 cOt = wdl+w11 wt = 16801bft i Residence 6380 W. 39th. Ave. Birch Custom Homes #02054 Check (1) 1 3/4"x9 1//2" x 1.9 E lVL Beam: Attributes Jim A. Devish P.E. M2&1 1st Floor beam.mcd 1 of2 A Wr T ~ T R, Ri Beam Diagram Fb 2600•psi F,:= 285•psi Fcper 750•psi E:= 1900000•psi t:= 3.5•in d= 9.5•in (IZ in111 CD lA (OLL) CL 1 Cg I a~ Cg = 1.026 ~ At• d A= 33.25 in2 2 3 S= t• d S= 52.646 in3 I:= 4 a 6 12 Shear: wt•L Rm=:= 2 Rmax = 48301b a,:= 1.5• RA~ 6v = 217.895 psi F',:= CD•Fv F'v = 285psi av 5 F', OK! Bearing F'cper Fcper A Rmax - F'cper A = 6.44 in2 A Ire9d u t iprovd 3.0•in lreqd < lprovd lreqd = 1.84in OK! I = 250.068in4 Jones Devish Consulting Engineers 303 293 8991 z~ Residence Jim A. Devish P.E. 6380 W. 39th. Ave. M2&1 1st Floor beam.mrd Birch Custom Homes 202 #02054 FlexUre: 2 M = mt• $ M = 6943.12516R af S ap = 1582.604psi F'b CD•CUCF'Fb F'b = 2668303psi 6f<F'b Deflection: L = 0.192in 360 5•w ~1•L4 4 384•E•I A <-L - 360 OK! A = 0.058in OK! Use (1) 1 3/4"x9 1/2" x 1.9 E LVL Beam: Jones Devish Consulting Engineers 303 293 8991 City of Wheat Ridge Planning and Development Department Memorandum To: aonn B;rch FROM: Michael Pesicka SUBJECT: Proposed Residence at 6380 W. 39' Avenue DATE: October 30, 2002 After reviewing your plans I have the following conections and or revisions. Dit.l: The west side yard setback is shown as 5 feet. The proposed house is 28 feet to the highest point ti,/ 12 and that shall require a setback of,1,.0 Peet for the west side yard setback. It also applies to the east side yard, but the site plan shows a 28 foot side yard setback which is adequate. 2. If you intend to erect a fence on your property, a fence permit will need to be completed, and must meet all setbacks, height and site triangle requirements. Please call me with any questions at: 303-235-2845. Thank you. 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POBOZ5816 POBOZ1298 110n= 77 F!oodlaodPark,C0808b6 - MooumentC080132 Phone: (303) 688-9475 Phane: (719) 687-6077 . PAOne: (719) 488-2145 . . 8 6eolecbeita/ 6roup InL Aex:. (303) 6142154 Fex: (719) 687-6151 Fax: (719) 488-2895 , SERPING EASTERNCOLORADO S INCE 1995 November 8, 2002 Job Number: 02-5271 FAUL R BRYANT, P.E.- ExuK D. ikIrrcaELL, F.E. V.P. ENGSrEEMc SERVICEs J.sniEs E. TROMeSON, II. V.P. PIELD SERV[CES • SOII.'f&tiTl[VG&ANALYSI9 • PERCOW'190NRlTO&'IS • FOONOpT10N DRSIGN • SEYnC D85IGN • STe0Cf0AALD651GN • SrnutTU6ALCOnEPLANC~ • R6Sm&NTNLDBS)GN- ' HOHIEpSPECTIONS ' PAO]TP&SIONALCONSOLTA1'ION • E%PERT7$S'IIllfp[iy • Ge0.HAZqQpSppygyg • DRApqGEREPOATS Jim Huggins C/O John Birch 20133 Silver Ranch Road Conifer, Colorado 80433 Re: Addendum Letter for Soil Report #02-5271 at 6380 West 39'h Avenue Jefferson County Deaz Mr. Huggins: I. The following foundation recommendation may be used as an alternate to our original soil report, 02-5271 dated September 30, 2002. We believe that the foundation excavation depth may be extended as deep as ten feet for the basement. Final recommendations will be determined at Open Hole excavations. Please contact this office if you have any questions. Sincerely, wwrv. caloradoengin eeringgroup. com PRB:maf CASTLE ROCK MONUMENT 2931 Nonh U.S.Hwy85 19375 Beacon LiR RoaC CestleROCk,CO 80109 PO B. 1298 Phone: (303) 688-9475 Mowmenq CO 80132 Faz: (303) 8142454 ' phonc ' 19) 488-2145 . Fm: (719) 488-2895 6 Geotechnica/ Grovp. lnc. Serving colorado PAUL R. BRYANT, P.E. CIV[L ENCINEER Eucx D. M[TCastt„ P.E. CI VIL ENGINEER JAMES E. THOMPSON, II. VICE PRESIDENT SUBSURFACE INVESTIGATION ON 6380 WEST 39T"AIJENUE JEFFERSON COUNTY, COLORADO FOR SoiL TvSTIxc & AnnLvsis PERCOI.ATION REPORTS • POIINDATIOND651CN • Ssrr~CDUicn • STRUCfuMLDFSICrv ~ STRIICNMLCOOEPV.NCHECH • RFSIOENI'IaLDHSICN • HOMEINSPEClIONS • PROFFSSIONALCONSIILTATION ` E%PERT7FSLIMONY • CEO-HA2pRD5pRVETS • DMINACEREPORT$ ' JIM HUGGINS C/O JOHN BIRCH 20133 SILVER LZANCHROAD CONIFER, COLORADO 80433 (303) 478-2030 REPORT 1VUMBER 02-5271 SEPTEMBER 30, 2002 PADL R. BRYANT, P.E. CIVIL ENGINEER WOODLAND PARK 321 WestHenrietta PO Box 5616 Woodland Pad, CO 60866 Phone: (719) 687-60]] Fax: (719) 687-6151 Since 1995 www.coloradoengineeringgroup.com TABLE OF CONTENTS AGREEMENT OF PURPOSE AND DISCLAIlVIER PAGE 1 GENERAL PAGE 1 CONCLUSIONS AND FOiJNDATION RECOlVIIviENDATIONS PAGE 1 SITE CONDITIONS PAGE 2 FIELD AND LABORATORY INVESTIGATION PAGE 2 DESIGN AND CONSTRUCTION DETAII.S SLAB ON GRADE CONSTRUCTION PAGE 2 SURFACE DRAINAGE PAGE 4 SUBSURFACE DRAINAGE AND BASEMENT CONSTRUCTION PAGE 4 REINFORCING PAGE 4 TOPOGRAPHY PAGE 5 WEATHER PAGE 5 CONSTRUCTION DETAILS PAGE 5 OPEN HOLE OBSERVATION PAGE 5 LOCATION MAP FIGURE 1 VICiNITY MAP FIGURE lA LOGS OF TEST HOLES FIGURE 2 SUNIMARY OF LABORATORY TESTING TABLE 1 SWELL CONSOLIDATION TESTS FIGURE 3 FRAMING DETAIL FIGIIRE 4 DECORATIVE GRAVEL OR BARK FIGURE 5 DETAILS OF FOUNDATION DRA1N CONTINUOUS FOOTINGS FIGURE 6 DETAILS OF FOI.JNDATION DRAIN FIGURE 7 WALL ON GROIJND AGREEMENT OF PURPOSE AND DISCLAIMER: The parties specifically agree and contract that the purpose of this soil investigation is to test, analyze, and report on the condition of the soils encountered only as these tests pertain to the suitabie design and construction of an appropriate foundarion for the proposed building and/or residences to deteimine the load bearing capacities of the soil. THE PARTIES SPECIFICALLY AGREE THAT COLORADO ENGINEERING AND GEOTECHNICAL GROUP.INC. HAS NOT BEEN RETAINED NOR WII,L THEY RENDER AN OPINION CONCERNING ANY ENVIRONMENTAL ISSUES. HAZARDOUS WASTE HYDROGEOLOGIC OR ANY OTHER KNOWN OR UNKNOWN CONDITIONS THAT MAY BE PRESENT ON THIS SITE. GENERAL: This report presents the results of data obtained during the subsoil investigarion on 6380 WEST 39TH AVENUE, JEFFERSON COUNTY, COLORADO. CONCLUSION AND FOUNDATION RECOMMENDATIONS: In general, test hole one consists of silt to the two foot depth, silty sand from the two foot to the six foot depth, clayey sand from the six foot io the nine foot depth, clayey silt from the nine foot to the sixteen foot depth and clayey silty sand below the sixteen foot depth. Free water was encountered at the sixteen foot depth during the drilling operation. Test hole two consists of silt to the two and a half foot depth, silty sand from the two and a half foot to the seven foot depth, clayey sand from the seven foot to the eleven foot depth, clayey silt from the eleven foot to the seventeen foot depth and clayey silty sand below the seventeen foot depth. Free water was encountered at the seventeen foot depth during the drilling operation. Both test holes were drilled to a depth of twenty feet. An open hole inspection is required at this site. Asatisfactory rypeoffoundationsystem will bear on the undisturbed natural soil (i.e. footings, wall on grade). The foundation shall be designed for a maximum soil bearing pressure of 1,500 psf for all depths of the excavated area above six feet below narive grade. Foundation excavation shall not exceed six feet below existing grade due to presence of potentially unstable materials encountered at nine to eleven feet. The active case equivalent fluid pressure is 35 pcf. All loose and disturbed soil shall be 1 removed before placing of the concrete for the foundation. The bottom of the foundation shall be a minimum of three feet below final grade far frost protection and below any organic material. Settlement at this site may be up to one inch but will most likely be less than one-half inch. Soil expansion at this site may be as much as one inch in some areas but will probably be less than half of this amount. No foundation wall shall exceed twenty-five feet in length without utilizing counterforts or butlresses unless otherwise designed by the foundation engineer. SITE CONDITIONS: At the present time this site is vacant. It is our understanding that a single family residence with a basement and garage is planned for construction. FIELD AND LABORATORY INVESTIGATION: Two exploratory test holes were drilled on September 24, 2002 at the site location shown in Figure 1. These test holes were drilled with a four inch diameter power auger. At specific intervals, the drilling tools were removed from the test holes and soil samples were obtamed with a two inch inside diameter spoon sampling tube. The depths at which soil samples were taken are shown on the Test Hole Log Figure 2. All soil samples were carefully inspected and classified in the field and laboratory. The samples were subjected to visual inspection and laboratory testing in order to evaluate the physical and mechanical properties of the materials encountered. The natural moisture content and the natural dry densiry was obtained from relatively undisturbed drive samples of typical materials encountered. Swell-Consolidation tests were also performed on typioal samples of soil, see Figure 3. These tests indicate the behavior of the soil upon various loading and wetted conditions. DESIGN AND CONSTRUCTION DETAILS SLAB ON GRADE CONSTRUCTION• The natural soils are suitable for the support of exterior concrete slabs, garage slabs, and basement slabs. However, when these soils have a change in the moisture content, they may consolidate in volume and shrink, thus lowering and cracking the concrete slabs, or they may expand, thus heaving and cracking concrete slabs. The builder and future owners should be aware of and understand that there is a definite risk of future damage with any slab-on-grade conshuction. 2 If the builder and future owners are willing to accept the definite risk of some damage due to concrete floor slab movement, the following recommended details should be carefully followed during construcrion o3 the interior floor slabs. Experience with similar soil conditions has shown that these details will help prevent wetting of the soils under the slabs and will min;m;ze damage when wetting of the soil does occur. 1. Do not place a gravel layer beneath the concrete slab, unless specified by the foundarion engineer. The slab should be placed directly on the undisturbed natural soils, or well compacted fill soil. 2. Separate the slab from all load bearing members and utiliry lines of at least one-half inch to allow for independent movement of the slab. Provide a posirive control or slip joint at the consiruction joint between the slab and foundation walls. 3. Provide frequent scoring of the slabs to provide control joints for possible cracking of the slab. Control joints should be placed to provide approximate slab areas of 150 square feet, with a maximum dimension between joints of twelve feet. 4. A minimum void or clear space of one and one-half inches should be provided at the bottom of all non-bearing partitions and furring strips placed over the concrete slabs, see Figure 4. In finished room areas, all d.rywall and paneling should be stopped approximately one and one-half inches above the top surface of the slab. This will allow some space for upward movement of the slab before pressures are applied to the wall and the upper levels of the structure. One should provide a one-half inch space at the bottom of all door jambs to allow for lnnited movement of the floor slab. The owner is hereby notified that it is their responsibility to maintain these void spaces. 5. In the event a hot water heating system is used, the piping should not be placed beneath the concrete floor slab. In the event a forced air furnace is used, a two inch collapsible connection should be provided between the fiunace and the heat ducts. 6. The soils that will support the concrete slabs should be kept moist during construction by occasional sprinkling of water and especially a day or so priar to pouring of the slab. This procedure will help maintain the moisture content of the underlying soil. 7. In the event the builder or future owner desires to provide decorative gravel or bazk around the house, vve have attached Figure 5 to illustrate one acceptable method of installation. The method will prevent ponding of water near the foundation and provide 3 for proper drainage away from the house. SURFACE DRAINAGE: The backfill soil around the house should be moistened and well compacted to prevent future settling. The backfill material should be free of trash, frozen soil and large rocks. The future owner must be advised to fill in any settled area to eliminate ponding of water near the house and to provide adequate slope for proper drainage away from the house and off the site at ali times. The finished grade or ground surface near the foundarion walls should have adequate slope to provide proper drainage away from the house and off of the site. A minimum slope of ten percent for at least the first five feet out from the house is recommended. Roof downspouts and sill cocks should discharge onto long concrete splashblocks, minimum of five feet long, or into metal gutter extensions to deposit runoff water fiirther out from the house and beyond the limits of backfill soil near the foundation walls. The future owners should be cautioned and advised against the installation of a lawn sprinkler system within five feet of the foundation walls. If a sprinkler system is installed, the sprinkler heads should be placed so that water spray from the heads under full pressure does not fall within five feet of the foundarion wa11s. Lawn irrigarion should be controlled to prevent excess wetting of the subsurface soils. Lawn, flowers, shrubs, and other plantings within five feet of the foundarion walls should be hand watered and this watering should be minimized. If a drip irrigation system is used, one should lnnit the amount of water to sustain the plantings. One is also advised that any itrigation lines can leak and/or break and release excessive amounts of water near foundations and can cause damage to slabs and foundation walls. SUBSURFACE DRAINAGE AND BASEMENT CONSTRUCTION: Free water was encountered during the drilling of the test holes. The requirement for subsurface (perimeter) foundation drains will be deterinined at the time of the open hole observation. See Figure 6 for a suggested method of installing the foundation drainage system. Ground water should not affect construction or be a deterrent to the construction of ttie house with a basement. 4 REINFORCING: The concrete foundation walls should be well reinforced at the top and bottom of the walls to clear span at least a distance of ten feet. This will give the walls beam strength to span or bridge over any soft ar loose pockets of soil not found in our exploratory holes or that may develop during construction. This will also help prevent differential movements of the foundation system. Refer to the foundation plan for specific details of reinforcement. The foundation pian is not a part of this soils report, and the exact requirements are a function of the design of the structure. TOPOGRAPHY: The topography of the site at which the test holes were drilled slopes down towards the north at 1 - 2%. WEATHER: The weather at the time of the soil examination consisted of cloudy skies with warm temperatures. CONSTRUCTION DETAILS: In any soil investigation, it is necessary to assume that the subsurface soil conditions do not vary greatly from the conditions encountered in our field and laboratory testing. Our experience has been that at times soil conditions do change and variations do occur and may become apparent to the time of excavation for the foundation system: If soil conditions are encountered which appear different from the test borings as presented in this report, it is required that this office or a qualified soils engineer be called to inspect the open excavation. This inspection is not a part of this report and is not included as any part thereof. OPEN HOLE OBSETtVATION: The owner, or a representative of the conshuction firm, shall contact Colorado Engineering and Geotechnical Group, Inc. a minimum of twenty-four hows prior to the complerion of the foundation excavation to schedule an open hole observation. This observation must be performed before the placement of concrete, and preferably prior to the setting of the forms. This observation will insure that soft spots, anomalies, etc., are not present in locations 5 which will affect the foundation. At the tnne of the observation, the requirement for subsurface drainage will be established. Additionally, the maxitnum aliowable bearing pressure of the soil may be revised according to the soil conditions exposed. 6 ALL MEASUREMENTS ARE APPROXIMATE N ' W E d 9+l -3 {~vevtv~ a -NF- ~ . ILef cmYne.r 5 i ~ 0 fi z n PROJECT NUMBER: Q 02-5271 FOUNDATION SO1L TEST HOLE ADDRESS: ~ PERCOLATION TEST HOLE 6380 WEST 39~ AVENUE ~ TEFFERSON COUNTY SOIL PROFILE HOLE O COMPACTION TEST LOCATION FIGURE I FIGURE lA c N C~J/~;/ • r1 ~ N ~ ~y..,.{~ W.J xi H ~ o° ~ 0 ~a 0 ~ O\ V 3 0 c ~ ~ a ° m m v~ J c ~ (n N lA N (A N ~ ~ N N N (1) U) U U U 'e:a~e~a: ~.M I ama~ ~ ~ ~ Q o N ~ ~ a N N N fl- E ~ ~ U O y N ~ N 3 y ~ N Q 2 N .0 N N U ~ U E cuo ~ M a) cu L ~ CD ~ a> ad 0 m=m ~ a ~ « o C ~ U N E C L i ~ E ' ~ m N t N ~ N N W H 0 Z ~ n N La N 0 6~ W m ~ ~ Z m 0 n W~ ! N ( I N N N a- ~ V co I F ' Q ~ i ~ ~ ~ 0 LO N laaj ui uldaQ N M FIGURE 2 V z ~ ~ ~ w ~ ~ 0 ~ ~ ~ ~ 0 ~ F1~ti-1 F~ V1 ~ N ~ N O P~. W ~a ~ ~ O ti o ~ H ~ ~ H ~ ~ w ~ U a O ~ ~ 'c~ r3 N N N ,--i 7 W O 0.j ~ r, 0 0 N 7 W r N M ~ M M l0 ~ Ln ~ ~ ~ ~ ~ W H Q . O O ~ Q ' a ~ N Q o z ~ m co 00 W W Ca ~ W oz x TABLE 1 E N ~ O 0 0 0 0 0 ~ ~ ~ N ~ N 0 ~ W m ~ ~ Z m O n m C ~ N N y 3 c p 0 U ~ N ~ 9 'C N ~ j - N d N 3 01 cq a paH.s 10 uoilpp!losuoo Jo(%)luaOaed O 0 C) 0 r U (f~]. ~I ~ T L ~ y (D ~ Q' «c6 c0 cy it N J ~ Z 0 L ~ o E o c -6 C O R U ~ a) Y ~ I~^ N vI Q 03 d ~ V! z O O Q r O 0 r FIGURE 3', m ~ m ~ y 3 c p 0 U ~ N ~ 3 ~ = N ~ N 3 °1 tn o liams io uoilepllosuoo io (%a) 7uaoJad 0 0 0 0 0 r C) C) C:) C) r ~ N Q ~ N O J 0 0 0 r O ~ r r n N I? N O ~ W m ~ ~ 2 m O n) U d MI O ~ T N 001 C L ~ 'O Q ~ ry # (p a) Z O L a) o ~ "'I or cn o ~ U N ~ N +-~U 0N o ~ a) m Q ~ m ~ Z FIGURE 3 CO Lf") d' M N ~ O ~ N C7 zl- lO CO i ~ i ~ 0 0 0 m C L' m a~ y 3 c a 0 U ~ N O 7 ] - N N N N ~ d liams io uoilepilosuop io 7u0eJad o r o r- N Ln N 0 ~ W m ~ ~ Z m O -1 O ~ Q O ~ O ~I °I aw Q_ N N O j c6 cu in Z O ~ J E 2 o r- o ~ NI M O 0 ~ o ~ ~ U d ~ ~ ~ _ N V 'o o ~ a ~ E ~ c° U) Z ~ 0 t~ FIGURE 3 LO d' M N r O r- N M d- M ~ i ~ ~ / 1 1I • 8 6eotechnica/Group, 1ha. Drill 3/8" dia. hole in top base plate and use 60 penny nails at about 3'-0" c.c. to stabilize frame wall. Drive large nail into lower base plate Wall base board nailed to base plate, only ; 1 f: ATA~AS I F 2"x4" stud wa11 secured from above by metal straps or nailing 1/2" drywall nailed to studs, only .-I - -1 1/2" space Co allow for independent movement of the floor s.lab 1/2"xl" nailing tiT~'.'Q strip to hold • ~ V , Q~ base board in ' a ~ Q place . ' • . . ' • . Concrete floor slab FRAI°fING DETAIL Non-bearing wa11 on concrete floor slab over expansive clay soil 2"x4" base p13te secured with 3" concrete nails or ramset studs FIGURE 4 Provide a m'tnimum slope of 10% in the first 5' out from the house Roof gutter downspout and extension should extend beyond the gravel or bark area. --7, Decorative gravel or bark area. Metal or wood edge with weep holes or space at the hottom to allow for the release of water. Ground surface . , .1~ ~ r) ~ •~~~-.c.~ : , ~ : . Support for Plastic membrane ' edge sYrip ot Landscape fa6ric. 2 x 4(2 x 6) Redwood with 12" spike @ 4' oc PREFEILIZ.ED METHOD drilled hole. DECORATNE GRAVEL OR BARK AROUND PERIMETER OF HOUSE. 1 x 4 x 4" Redwood @ 12" oc Gravel over plastic or Landscape Fabric ALTERNATE EDGE STRIP ~y ~ ~ .o ~ • s Concrete Foundation wall FIGURE 5 THE SLOP.E TO THE BOTTOM OF THE DRAIN PIPE SHALL EXTEND OUT AT A 45 ° ANGIE WITH THE - BOi TOM OF THE FOOTING . FOUNDATION .:.-WALL . c-COkCRETE- SLAB . . . ~ 1::"~~~~ +~:y" ~ ' ' ro. ;~`+aJ„~•`~,' =1~::, _ , _ . . s:'~~'.~:•_, . ~ ~ • 4 DIAMETEfl PERFORATED ' ~ PLASTIC FIPE • POLYETHELENE MEMBRANE CONCNETE. FO OTING Details of Peripheral Drain S ystem Continuous Footing Foundation System SLOPE TO DRAIN INTO SUITABLE OUTLET. 1/4" PER FOOT NOiE DO N07 EXCAVATE TflENCH VERTICAL TO THE. FOOTING . ',3 '1\11 . ~ BUILDING PAPER ON TOP OF GRAVEL MfNiMUM DEPTN OF CLEAN GAAVEL, 8' INCHES FMIN. 57ZE 1 INCH FIGURE 6 . FpUypqnOy yyply~~ E- WATERPROOPING o ~ ZBACKFILL AAEA Y . . oO . . o s s CONCRETE SLAB~ . , BUILDING~ PAPER OVEfi GFt - -V I - 4 DtAMET6i PEAFORATED . PLASTiC PIPE POIYETHELENE MEMHRANE . . . MttMMUM DEPTHOF CLEAI'J GRAVEC, 12 IMINtlYIUM SRE 7"1 De#ails of peripheral cfrain sy_stem putid yydl ort- 6round Fo~datioa Systems . SLOPE 70 DRAIN INTQ SUfTABLE OUTLEf, 1/q PER FOOT . t 171 GURE 7 • • • • • gineering 8 6eoteehnkai 6rovp, /nc CASTLE ROCK . W WDLANp pARK MONUMENT 2931NOrtAU.S.Hwy85 321WeatHmriette 19375 BesconLiteRoed CaatleRnck,C0801W PpBOx5816 . . POBOZ1298 . . , WoodlmdParkC080866.- MonumenSC080132 PAOne: (303) be6-9475 Phonc (7I9) 687-6W7 Phone: (919) 488-2745 - 'Fex' (303) 8142454 : Fu: ~ (719) 687fi151 Fen: (719) 488B895 i SEaviNGEASTERiv CoLOBADO SmCE 1995 November 8, 2002 Job Number: 02-5271 PAUL R. BRYANF, P.E.- E1tuc D. MrrcHELL, P.E. V.P. ENGIlVEERING SERY[CES JnMES E. THOMeSON, II. v.P. F=n sExvicEs • SOII.T25'IfNG&ANAI,Y86 • P¢xCOlATiONR¢POk]5 • FOUNDATIONDSSIGN • SnMCD851GN ' 5TRQCfUMi.D&SICN ' SYRpCPO8AI.CODEPiA}lCHYCg • RFSID6NTW,Da51cN- • HOMeLY3PeCT10N5 • PROFP3510NALCONSpLTATION ' E%P¢RTTSSTTMONY • G80-EA]wPDSORVel9 •DRALYAG6RQPORTS Jim Huggins C/O 7ohn Birch 20133 Silver Ranch Road Conifer, Colorado 80433 Re: Addendum Letter for SoiiReport #02-5271 at 6380 West 39fl' Avenue Jefferson County Dear Mt. Huggins: The following foundation recommendation may be used as an alternate to our original soil report, 02-5271 dated September 30, 2002. We believe that the foundation excavation depth may be extended as deep as ten feet for the basement. Final recommendations will be determined at Open Hole excavations. Please contact this office if you have any questions. Sincerely, PRB:maf www.coloradoengineeringgroup.com G , N 4 7] ad0 InC. ~}z ~z v n pr'Hh'Fer COf15t. ~ ni n Addresssa: ".me~~ ~ 1A ~%8 L~ n ° ~ m ~l~hone ~ f. CS n Z n- n m s' n ; a V M ~(~1 ftl ~~9 ~ . U? \ ..From c . ayou[ . 5343 1 75 vate:.10/1a zoo7, _ orawn BY: Ron w. 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M__ _ ~ ~ ~ `T 4 RN R EC~TION 'c~4. WE5 CO E S ~ ~OUNO BRASS CAP ~N RANGE BOX D~D~CA1'IONa "CITY fJF WHEA7 ~TDGE LS 1329~~~ ~ ~ rv__ - - ~ _ , A M N L~Y 'THESE F~RES N'TS THA~ `fHE BUCKEYE I~ROtlP LLC A COL0~4AOQ DAVI~ ~J~QIVIS~CMI KNOW L.L E E I~IMITEO ~.IABILITY CAMPANY ANO JII~ L., HllGGINS, BEING THE: SQLE OWNERS OF 7NE. ~ NEAL PFlQPEHTY QF 1.265 AC~~S MORE Q~i LESS, DESCRIBED Aa~ ~[~L.~.OWS~ ~ ~ 7 T tl F T N 4 ~ C~MMENGING AT TME SqUTHEAS7 CORNER OF 1NE SOU HW~5 1/ 0 SEC Il~ ~ ~ ~ 70WNSH?P 3 SOUTH„ RANGE 69 WES1 QF 7ME 6TH PoMo, THENCE: ALONG TNE SDUTH ~ IN OF THE 50UTHWEST 1 4 QF SAID S~GTTON 2A SQUTH B9°53'~1" WES"f, A Dl;a7ANCE ~ I~ ~ / ~ qF ~324~48 FEE7 'TQ THE SOL~THEAST CORNER OF 7ME WEST 0~ THE SOUTHWEST 1 LY ,1 ~ ~D , 13 104 Of SAID SECT'SON 24; TH~NCE ALQNG THE EAST LINE DF 1'HE WEST 1/~ UF THE 0- ~OUIHW~ST 1/4 OF 5ATD SECTTON 24 NQR1'H Q°1'7'QO" WE5T, A OISTANCE OF 30.C~0 ~EET ~ ~ "Cp A pC3INT QN TH~ NORTH ~IGHT-OF'-WAY LINE Ofi WES'T 3E3TM AVENUE, TME 7RUE: ° 4 i~ NT 0~ BEGINNING° TMENCE CONTINUING ALONG TNE ~AST LI:N~ QF THE WEST 1/~ ~ OI < z T T 4 F' A TION 24 N RTH p "17' qQ" W~ST A OISTANCE C~F ~ "~.~.M . ~ .~w.._ l~F ~'NE SClU HWES 1/ 0 S XD SEC 0 , o~, 383.50 FEET TO A POINT qN THE SDUTN ~IGHT-pF'-WAY LINE liF' WES7 39~H AVEUNE~ ~ QJ 4 ~ \ THENCE ALONG SAI~ SOUTH ~iIGHT~-QF-WAY LINE SOUTH 89 53'21' WEST, A DTSTANCE ~ ~ ~7r 110. 01 ~'EET TJ A PQTNT 0F INT~(~S~CT~ON QF THE SOUTH l~IGHT-DF-WAY LTNE QF ~ J~ ~~"'I A V~" N U E I 3 ~~I - F AMAR TN T• TH N E AL N~ ' ,39TM AVENIJE ANO TME EAST RTGHT OF-WAY LINE Q L S EE , E C 0 ~ g ~ T H HT-qF-WAY L.INE SOUTH Q 17'Qp" ~AST A DI51'ANCE OF' 39~6~ ~E~T, b a 'Q 7 ~r ~AIq EAa TC~ ~ ~ ~ { , ~ SIDEWALK EASEMEN T H E N C E S O U T H 8 9° 5 3'~~" W E S T, A D I S fi A N C E O F 3 70 4 9 F E E T; T H E N G E S O U T M 0°~ 7' 0 0" S E E N~ T~ N Do Q, ~ ~ , -.1 ~ A S~ A N Q P A R A L L E I. T O T H E E A S T L I N E q F T H E W E S T 1 1~ Q~ ` f~ H E S O U T H W E S T 1 f Q , ~F SAID SECTION 24, A DIS`fANCE OF 3A3.90 FE~T TO A POINT ON THE NO RTH R:[GH T. v;° ~ 5 89° 3~21'~ W 1~O.q1' . ~ 4~~ ~ OF-WAY LINE 0~' W~ST 3BTH AVENUE, TMENCE ALONG 5A'ID NOR7N RIGMT-0~'-WAY _ a, - Q~~ 5 44° 42.51' 87.50' LTN~ NC~RTi~ 69 ~3 ~1" EAS7, A DISTANC~ OF' 147.50 wEET TO THE TRUE PqINT I~F , 10' R CITY OF WHEAT ~IDGE ~ ° qEG~NNTNG, CONTA7NING 1~ 26 ACRES MORE 0 LE~S, e ~ o ~ a w N44 59 2i"E ~ COUI~TY OF JE~`FERSON, ST'ATE qF COLORADO. ~ d~`~ ZONED ~1-C ~a, ~a' ~~~o.~ ~Q' ~ ~ ' T ' V' A N P A 7 1' E D S A I D L A N C 1 A S R E F~ T N E D~ i A W I N f ~ ~ o c.y~° , A N D H A V E L A I D ~ l l o S U 6 D~ I D E D D L T A N~ U N E R 7 H E N A M E A N O S T Y L E O F C A V N E S S- H U G G I N S M I N O R S U B D T V I S I O N, o'~~,,. 5.~ H E R~ O N C O N I D q ~ t~ A S t J 6 D T V I 5 I 0 N G~ F A P A R I' O F T H E C I T Y O F W H E A T R I[~ G Ev C O L U R A D O A N D D O D E D~ C A T E o . T~ 7 H E C I T Y 0 ~ W H E A T R I D G E~ C O L O R A D U A N D T H~ P U B L I C T H E S T R E E T S, R O A D S, A N D aa_,_ o i AWENUES AND DRIVkS AS SNOWN ON THE ACCOMPANYING PI.AT FOR THE PUBLIG USE ~ u~ 7 F' F' R VER ~ND QO FURTHER DEDICATE TQ TME USE 0~' ~'NE CITY QF WHEA1' ~IDGE, w ~ ~~~~a o ~ COLOflA[l0 dND ALL MUNICIPAl.LY OWN~D ANO/~R MUNICIPAI~I..Y FRANGHISED UTILI1'~ES ~ ` AN~ SERVIGES THOSE PQRTIONS OF SA7D REAL PROPERTY WHTCH AR~ SQ DE9TGNA7E0 AS ~ p~ 1' ,4N R GHTS-0~'-WAY FOR TNE CONSTRUC`fION INSTALLA7IqN, OPERAT]:ON, o~.--.. .._W_. EAS~MEN S D I . , ~ , MATNT~NANCE, ~EPAIR ANp WEPLACEMENT FQR ALI~ SERVTCES, TNCLUDTNG WI7HpU1' n ~ L.IMIT?N~ THE GEN~RALTTY 0~' THE FOAEC~OZPJG, TELEPHONE ANq ELECTAIC LIN~5m s ~QJr SU~~ ~ WO~K, ROLES ANp UNDEF~GaOUNp CABLES, GAS PIP~LSNE~, WA7ER PIPELZNES, p 0.194 ACRES +I-- ~ 8515 SQFT ~ " t~ ~ S A N I T A R Y S E W E' R L I N E S, S T R E E T L I G M T S, C~ J~ V E R T S, H Y D R A N T S, O R A I N A G E ~ I T C H~ S ~ AN D&iAINS AND ALI. APPU~TENANCES TH~RETO, IT B~ING EXP~ESSLY UNDERST000 0 0, 9 9 5 A C A E S e Z Q D ~r ~ ~ << , A N D A G R E E D B Y T M E U N p E H S I G N f D T N A T A L L E X P E N S E S A i V D C O 5 T S I N V O L V E' p ~ N 0~ N TA ~V AN TARY WER YSTEM WORKS AND ~INES GAS ~ CONSTRUCTING ANO I S l.l.S G S I SE ~a RV L NES ELEC7RTCAL S€RVICE WqRKS AND LINESa 570F~M SEWERS AND PROPQSED Z N N R~-C ~.w Z~ZONED R9_ SE ICE I ~ 7 A AN AN CAPTNG CURBS GUT7ER5 S7RE~i ~ b ~0w J '~G DRAINS, STREEI LIGH TNGa GR DING D L OS , , •36•io2 ,~,;~a t~ ~ $m ~ PAVEME~J1' SIDE~dALKS AND OTMER SUCN UTILITTES AND SERVIGES SHALL 6E I ~ ? TH F~ F R WN H ARE APPROVED ~io 0pr rnret nre p~,~rr~y ~7'~Jle~ z M G U A{~ A N 7 E E D A N D P A I p F O R B Y T M E S U 8 0 I V I D E R E E 0 I C ~ a f a r re e t 1 r o~ t a t n b e l~ c e dwtr ~ ~ T H 7 Y O F W H E A T R I D G E A N D S U C H $ U M S S H A L L N O 1' ~ E P A T D 8 Y T H E C I T Y ~ p h r n s t~~ t L~.. ~ B Y E C I , m ~ t b a c k p r i v r t o l c s u a n c e o f a c e r l l f r c a t e o occtr ~ U F ~ M E A T ~ I D G E, C O L O R A 0 0, A N D T H A`~ Q N Y I T E M S O C O N 5 T R U C T E D O R I N S T A L L E D N~~~~~~, $ f p° 1~' j rwenty°JSve percent (2srb) of rhe ~rosa p . p ' ~ ~i7 . 5p ' ! ~ I H E N A C C E P T E D ' S Y 7 H~ C I 7 Y E X C E P 7 I i' E M S G W N E O B Y M~ 3 N T C I p A L L Y F R A N C H I 5 E 0 l o t a~ z a a n d~ a f e s s t h a none hun dre d recnt 6~ ' U T T L I 7~ S A N D/ O R T M E M f~ U I d T A I N S T A~' E S T E L E P H O I V E A N O T E L E G F 1 A P H C C 1 M P A N Y ofl h e ront ardshallbetan ~ '~1e (100"/~ ^ 4 7, _.~,r_._. 9' y ~ t s c a P~~ N B 9 5 3 2~ E 1 5 0 W H T C H ~ 7 E' M 5, W H E N C O N 5 T R U C T E D O R I N S T A L L E D, S H A L L R E M A I N T H E P R O P E l~ 1~ Y ~ t~o~t~~tc6ePaannin~„ne a~trr~~nr~'fl ~I I~F THE OWNEl~ AND SHALL NQT BECOME THE PROR~RTY OF 7'HE G~TY, ~ . r~~°_° C*---.~`~ttcd : ~jic s~ £ ~ncd ~,r.rti ~i ° tr.,^~ ~ ~ s e:s. ~i ~ .y..._...,......,_.._.___..._, _ HC3l.UER OF D~ED 01= TRUST HEREBY RELEASES CLAIM TQ r 35' D~T~NTIDN POND EASEMENT , ApEAS DEDICATED TO PUBLTC U~E. ' ca ~ z ~ ..w s..~. ..r. ~ I LESLIE La CAVNE~S, MANAGER I THE BUCKEY~ GROUP, l~LC A C01.O~A00 LIMIT~D L,TA~IL.I1'Y COMPANY 0?27~ SOU7H F~LLMO~E STHEET i DENVERo CO 80210 ..M.. .~W ~ ~i FQUNO #4 F#~~AW WITI ~1`A~CE C~F CQ~.O~ADO ) ~ m YEI.LAW PLAS'TTC CAP ) 5S •I p ~ L5 372, COUNTY OF JEFFERSON) ~ ,u ~ w ~i w THE FOREGOING INSTR~~ENT WAS ACKNOWLE06E0 BEFORE ME' ~HIS _._____,__pAY t~F ~ ~ ~i:-~ ZONEO p-C A.D. 20_. , BY I_E~LIE: L. CAVNESSo ~ ~ ~ 1 ~F WZTNESS MY HANO AND OFF~CIAL SEAL. ~ a ' $ MM~S ION EXPIRES ~ h MY CO S . ~ Z • ~ . ~ NOTARY 5EA1. ~ ° FOUND ~4 REBAR WITM 2 ~ YEI.LOW PLA3?IC CAP LS 20~5. NOTARY PU~LIC "u;~ ~ LLGEND~ ~ 36129 SQFT f ' 0.87~ ACRES + - JIM L. HUGGINS _ / SET 5/S°' X~A" REBAR WITH ~099 WABSWORTN BOULEVAf~D, Sl1I7E 100> RED PLASTIC CAI~ L5 27269, ZqNEC LAK~'WOOQ> GO 8~215 i ? .~y . p=~OUND PIN AS NOTED HEREON. ZONED R-C I ~7A~°~ COI.ORAO~ ~ _ - FOUND CQN7ROL MQNUMENT ~ 55 AS N~TED MEREON. ' ~CIUNTY ~F` JEFFERSt?N) t i~H~ FOF~EGOING INSTRUMENT WAS AGKNOWI.~D~;ED ~E~ORE ME: I~HIS OAY UF A.~~ 20 _ , 8Y JIM Le HUGGINS. ~ WITNESS MY HAND AND OFF'rCIAI. SEAL. ~ MY COMMISSION EXPIRF5 ~ ° NO~ARY SEAL _ , I NOTARY PUBLIC . J - ~ . j ~ ~1l~F~FJf (~`'F FOUND 1 1/2" ALUh PL,ATTECI DE1'ENTION EASEM~NI' STATEMEN"C'~ 1a ~ BEGINNING CAP IN ASPHALT l~~ .m.. _ ` N 89'S~'~~" ~ 147'.~aQ' TME S7qRM DETENTTON AREA AS SNOWN HF.REON SNALL B~ CONSTRUCTED ANp MAINTATNED 8Y THE OWNE~ AND SUB~EqUENI' SOUTMWES~' CORNER SECTTON 2A. ~ OWN~RS HEIRS, SUGCESSORS AND AS~aIGNS. IN 1'HE EUEN7 7HAT F N 3°' B~ASS GAR IN RANGE 80X , ; OU D ~ SUGN Ct~NSTRUCTIt?N ANn MAINTENAh1C~ IS NOT PER~'ORMED HY „CITY OF WH~AT aIDGE L5 13212". ~ ~ U~ TN VE 34 SAID OWNER. THE CITY 0~' WNEAT RT06E SHALL HAVE TNE ~IGHT RFNCHMARK EI_EVA7TClN =~rd~!5.23' Q TO ENTER SUCH AREA ANO PERFORM NECESSARY WQRK, TME COSI' ; . . . . _ . . . _ - ~~24.aa' ~ OF WHICH SATQ OWNER, HETRSo SUCCESSOR5, AND ASSIGNS ~ . - SAt-Is~~AAzN-19'--N e9°5 i~ E". 2564,8-96-"..._..._ SMR-L-lNCsviVA-;`MA-, fi55-.M§W. 132a .ae' 8Y: a.~. ; DEPU Y AGREES TC3 PAYo IVO BUILDING OR STRUCTURE WTI,L BE CONSTRUC7ED IN 7NE DETENTION AREA AND NO GHANGES OR ALTERATIONS AfFECTING 1'NE HYDRAULTG GMARACTERTSTICS OF 1'NE QETENTION AREA Wl;l.l. BE MAOE WITNOUT THE APRRQVAL OF 7ME DIREC70R GRAPNIC SCALE I"=30' Pc1INT 0F Amer ican West Land Survey ing Co., Inc. DR►WN er; MRH !!RH CpMMENCEMENT 29 S 4TM AVE.> P.Q. 8QX 129e 6RIGHTON, CO 80801 LKCI4E0 QY; /CQM ~lFIV~YEA~ B - L2 - ~G9 OF PUBI..IC WpRKS. LOCATED TN THE St~UTMWEST 1/4 OF THE 3QUTMWEST 914 AF SEC7IQN 24, MPA~k 6- -0Qq~ TOWN$MIP 3 SOUTH, FIANGE 69 WES"~ ~1F TME 6TH P e M. , yrg q ~ 0 30 60 90 ' CITY fJF' Wt~AT RII~iE, CaUNTY fiF JEF~'ERSQN< STATE Of CpLORADO. ~vrSxaW; s- ia - acu~a R~PAREIq FoA, CAMME~ SCALE = 30°T ! OF i F V ~ ~ w ~or~ AvE ~ ~ ~ . ~ ~ ~ m ~ ~ ~ - . . ~ ~ ~ ~ Q . ~ ~ . ~ ~ ~ , ~ i . •rL J ~ a - ~ PR P RTY ~ ~ ~ ~E ~ ~ n LOCATED 1~1 THE SOU~`HWEST 1 4 QF TNE S T ~ ~ocAT~aN ~ OU HWEST 1 4 ~ z ~ ~ W ~ TOWNSHIP 3 SOUTH RANGE 69 WEST OF TN , E 6 TH _ C~ Y d CITY OF WHEAT RIDGE COUNTY OF JEFF > ERSON STATE 0~ > . W 38TH AVE ` VICINI7Y MAP ' ~ N.T.S ' ~ I~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ f . ~ ~ W I I ( ~ ~ I ~ ~ 1 I I ( ( 1 _ ~ ~ WRIGH Na II ~ '~pa susaiv~s Z I ~ cn I ~ I I I I EXIST N R ~ ' II ~ I G G ~U~ID 0~65 MINIMUM D~PTN 13 II 11. I 20 ~ II~ III C~ DRI~IEWAY \ ~ - - ~ I I 1 ~ d ~ I D ~1--__~~_________ - - ~ ~ 3~~ ~~I~ ~ _ ~ + -E r o0 ( io+oo , R l II i~wA~~t cHa~~ _ G ASS LIN~D SWALE { Q SEE ST . 608- 1 - ~ ( 0 & 608 02) ~ ~ ~ ~ 3~1 MAX~ ~SL ~P~S~ CTYP) 1~ ~ ~ ~ ~ ~ ~ ~ _ _ _ _ I I i II11 - , / - - ~ ~ SIDEWA~K C ~ ~ 541 ~ 5EE STD. 608- 1 ~ , ~ ~ ~ ~ ~ ~ i ~ I $ ~ IIII ' ~ ~ ~ ~ ~ 418 DRAINAGE~ PAN ~ I I 1 ~ 1 * r ~ i I , - I _ i ~ ~ ' ~ ~ F~=~4za ~ ~ FF 5418 ( ~ ~.EGENp ' A q ` ~ _ _ - _ ~ 4 - ~xisTi~c coNrouR _ ,e 4 ~ ~ . ~ ` PRQPOS£D CONTOUR I ~ - ( ~ a~ L~ z _ .r PROPOSED EASEMENT - - - - - _ ~ ~ ~ _ ~ ~ EXISTING FENCE n \ ~ ~ ~ w ~ ~ ~ ~ ~ RIPRAP 7YP~ VI I > ~ .r _ Q' _ _ - EXISTING SANITARY SEWER sAN- " - ~ ~ ~ ~ ` I ~ ~ ~ 54~0 INV. = 541 .42 -4 . - EXISTING POWER LINE E- ~ PROPERTY LINE , - ( ~ 2 HEDP 0.5~ ~ ~ ~ EXISTING POWER POLE ~2.> I ~ ~ \ ~ TYPE 13 INLET ~ I ~ INV. = 5416.52 ( EXkSTiNG WATER D , ~ > ~ RATE , _ _~_EI.EV. 542~.1 _ r ~ ~_~__.._._.~._....,a u._..~_1. ~ ( c. _ .1 L a ' ~ _ ~ _ ~ ~ ~ . I ~ - ~ ~ , w ~ ~ ~0~73 MINIMUM DEPTH I I L_______J ~ ~ I: I I l ~ ~ I d - ~ ~ ~ ~ ~ ~ ~ ~ _ , 2 . ' i \ I . -_T ~ ~ ~ _ : ~ ~ ( s_ _ ~ ~ ~ ~ ~ ~ ~ ~ ~ \ I z r , ~ O ~ { a ~ ~ J ~ \ , ~ _ I, i RIPRAP TYPE ~L 1 THICK VARIES 1 ~ > I ~ _ ~ ~ ~ ' ~ I I J. ~ ~ ° w ~ , ~ m ~ I o ~ ~ f-- ~ . ~ ~ r,, I 1 ~ ~ ~ a --i ~ ti _ ~ _ ~ ~ ~ f \ ~ ~ r ~ ~ ~ ~ O . % 1 ( \ ( ~ \ I 1 ' rn ~ c~ I ~ Q ~ L__ I ~ S ( z _ I / ~ ( ~ I I / ~ ~ I . ~ I 1 ~ . . ~ 1 n~orE: ~ L _ I Z.__.~1. ~I ~ ~ ~ I I~ ~ ~ ~ 1 ACC~RDiNG TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY'~ Fl0 ~ ) S OD ( M I iNSURANCE RATE MAP EF~ECTIVE DATE FEBRUARY 4, 19$8. THE PROPERTY ~ ~ ~ ~ ~ SUR1/~YED AND SHOWN HEREQN IES WI~THI ~ " " ( ~ ~ ~ L N 70NE C COMMUNIfiY MRP N0. Q8601C `0330 G PANEL 33Q OF 875, THIS PRQPERTY IS NOT WITHIN A 100-YEAR ~ ~ ' ~ FLOOD ZONE. ~ . ~ ~ ~ ~ - ~ - - 't L •l b IF . _ - i D _~~.~L___ _ r ~ - ti ~t ~ SOI~THWEST CORNER SECTlON 24. cnii~,in z" oox~r nnn nA.~,~r nn~~ Z O T I i A ~ i f ~ i~_i E~ r" rvv vu ~ onnDD ~Hr iv rcKivt7-oVh J Q I Cl N V~ CI7Y OF WHEAT RIDGE LS ,13212,, ~ BENGHMARK - ELEVATION = 5425.23' GRAPHlC SCALE 1>=30t ~~'~SIONPI~~~ t~'~ ~ 4/24/U2 xesponse to City Comments Hvs ENGiNEERiNG, INC. CAUNESS-NUGG NS SUBDIVMSION 3KINCLUDES 0.5' nF FREEBaARD PR4FESSIONAL ENGINEERS LOCATED IN THE SO+JtHWEST 1/4 0F THE SOUTHWEST 1/4 OF SECTION 24, TOWhiSHIP 3SOUTH, RANGE 69 WEST OF 7HE 6TH P.M., 30 0 30 60 90 P.O. BOX 351492, wESTM1NST'PR, CO 80035-14g2 CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. CONTOUR INTERVAL = 1' PHONE (30.3) 474-4727 cz-Ll- (720) 201 -51 7Q Date: 12-24-01 Design By: HH SHEET 1 OF 3 i . 9 10+50 : 11+33,15 , FF=~420 5420 542R 5420 ~ ~ ` ` , ~ ~ z P v~M N~ a~a NiN - ~ ~ ~ ~ ~ 5416< ~ 54~6 ~ ~ ~ 541 p r T ~ . ~ . ~ . . . , ~ QQ ~MC~ i ~ . . . . ~ . ~ ~ ~ . ~ . . ~ / ~ / . ~ ~ ~ ? / ~ , L~ i 5412 ' S41Z 5412 . ~ N M M N ~ ,N, ~ ~ N ~ N ~ -4Q -z0 0 20 40 -40 -20 0 20 40 ~ , 1+25 10+~5 1 ~ ~ FF=5420 ~ ~ 5420~' S420'~ ~ 5420 , t t ~ _ . j. , ~ r~ I * ~ ~ 2 P' VEM NT WID NIN ~ ~ 5416 ~ 5416" 34i6 - B SEMENT ~ ~ i DA1`Ulf EZE"Y 54t2 5412 5412 5400.00 ~ ~i M N ~ ~ ~ ~ ~ . ~ ~ . V d ' tY 7 I~ CO 0~ 1f1 M ~ N lmf~i M N~ N Ur t. ~ ~ u7 V' « ~ r ~ _ ~ -40 -20 0 20 40 a u~i , ~ N ~ ~ u~i ~ 40 ~0 0 20 40 N N ~ i 10+00 10~50 11+00 11+50 i ~ F < 10+00 ~ 11+00 ~ FF=5420 ~ ~ 542Q 5420 5420 5420 ~ SID WA ~ 2' P. VEM NT WID NIN ti 5416' g416 ease~ENT 4' SID WALK ~ M --~,r. ~ 5416 5416 . ~ ~ 5492: 5412 ~ ~ o ~ ro p ~ . ~ ~ . ~ ip ~p U1 N . ~ : . . . ~ . .a p e~ ~ Ul t~ ~i ~ll ~ 5412 5412 . -4p -20 6 20 40 -40 -20 0 20 40 ~ ~ + 10+75 9 76~S6 . 5420 5420 , GARAGE ~ - FF 54 0 ~ ~ ~ 54~0 5A20 ~ DATUM ELEV ` 5416 5416 8400.00 ~ / m m h N p N ~ o h , . ~ ~ ~ ~ ~ ~ N ~ ~ N ~ a 5416 5416 ~ ~ ~ N i~ N N N Vl ~ U~5 ~ 1~ BA EME~ T ~ r , 5412 5412 + + + 0 1+5 + 10 00 l0 50 il 0 1 0 l^~ OA r M M o ~ ~ ~ ti M L,~ I ~ ( ~''NI 1 I 11 I ~ 5412 N s4~ ~1 -40 -20 0 20 40 -40 -20 0 20 40 39TH AVENUE ~ .T P L :'RaF1LE . , . Hvs .ENGINEERING, INc. CAVNESS- N U GG NS SIJ BD VI S aN PROFESSIONAL ENGINEERS LOCATED IN1'HE SOUTHWEST 1/4 4F THE SOUTNWEST 1/4 OF SECT{ON 24, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF TNE 6TH P.M„ P.O. ,BOx 351 a-92, wESrMiNSTER, CO 80035-1492 CITY OF WHEAT RiDGE; COUNTY QF JEFFERSON, STATE OF COLORAD4. PNONE (303) 474-4727 cEI-L (720) 201-5170 Date: 12-24-01 Design By: HH T SHEET 2 OF 3 ,