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HomeMy WebLinkAbout3200 Vance StreetPRE -RENOVATION ASBESTOS INSPECTION 3200 VANCE STREET WHEAT RIDGE, COLORADO 50033 PREPARED FOR: ComieLane 3200 Vance Sheet Wheat Ridge, Coloradoi?()033 PROJECT. SEI21-P034 PREPARED. March 15w, 2021 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 10 6.0 NON -ASBESTOS CONTAINING MATERIAL DESCRIPTIONS 10 7.0 INSPECTOR COMMENTS 11 8.0 CONCLUSIONS AND RECOMMENDATIONS 11 9.0 LIMITATIONS 12 Appendices Appendix A - Analytical Data Appendix B - Certifications 2 Pre -Renovation Asbestos Inspection 3200 Vance Street, Wheat Ridge, Colorado 80033 CERTIFICATION OF RESULTS This Pre -Renovation Asbestos Inspection was performed on behalf of Connie Lane (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 3200 Vance Street, Wheat Ridge, Colorado 80033 (hereafter referred to as the "Site"). The information herein is only for the specific use of Connie Lane 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 15"' day of March, 2021. Sunrise Environmental, Inc. Digitally signed by Scott D Sanders Date: 2021.03.15 11:05:28 -06'00' Scott D. Sanders President CDPHE Building Inspector Certificate #633 3 Pre -Renovation Asbestos Inspection 3200 Vance Street, Wheat Ridge, Colorado 80033 1.0 EXECUTIVE SUMMARY Sunrise Environmental, Inc. has completed a Pre -Renovation Asbestos Inspection at 3200 Vance Street, Wheat Ridge, Colorado 80033. The inspection was limited to areas scheduled for renovation at the Client's request. The inspection was performed by Mr. Scott D. Sanders of Sunrise Environmental, Inc. March 1', 2021. After identifying Homogeneous Areas of suspect Asbestos Containing Building Materials (ACBM), the inspector collected samples from each Homogeneous Area. The samples were submitted to an independent laboratory and analyzed by Polarized Light Microscopy (PLM). One (1) of the six (6) 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. Asbestos containing building materials identified are listed below: ♦ *Drywall joint compound (Homogeneous Area 44) * The Environmental Protection Agency (EPA) and Colorado Department of Public Health and Environment Air Quality Control Commission (CDPHE-AQCC) allows for the wall system (drywall & joint compound) to be composited. If the total amount of asbestos is 1% or less after compositing, the material is not considered an Asbestos Containing Material (ACM) provided the drywall and joint compound are demolished together as a single composite system. Asbestos -containing joint compound was identified in sample #4- 2, however the composite result for sample #4-2 was <1.0% Chrysotile, therefore, the drywall & joint compound composite is not considered an Asbestos Containing Material (ACM). The joint compound is not required to be abated as an asbestos -containing material prior to demolition provided the drywall and joint compound are demolished together as a single composite system. OSHA requires contractors and workers be notified of the presence and location of asbestos and requires employers to protect employees from exposure to asbestos above the permissible exposure limit of 0.10 fee as determined by personnel monitoring, over an 8 - hour time weighted average. Pre -Renovation Asbestos Inspection 3200 Vance Street, Wheat Ridge, Colorado 80033 2.0 SCOPE AND FACILITY INFORMATION 2.1 Inspection Objectives and Scope Sunrise Environmental, Inc. inspected the areas scheduled for renovation 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: • Inspect suspect building materials identified in the areas scheduled for renovation at the request of Connie Lane to determine potential asbestos content. • Collect bulk samples of all identified suspect building materials in accordance with 40 CFR 763.86 and CDPHE-AQCC Regulation # 8. • Submit the bulk samples to a NVLAP accredited asbestos laboratory for PLM 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). Sunrise Environmental, Inc. performed some 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 3200 Vance Street, Wheat Ridge, Colorado 80033 3.0 METHODS AND TECHNIQUES 3.1 Inspection Sunrise Environmental, Inc. inspected the areas scheduled for renovation to locate and identify friable and non -friable asbestos containing building materials. Mr. Scott D. Sanders of Sunrise Environmental, Inc. performed the inspection March 1st, 2021. Mr. Sanders is a Colorado Department of Public Health and Environment (CDPHE) certified asbestos building inspector. The inspector visually inspected accessible portions of the building 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: 1. 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 • Each system requires three (3) samples 6 Pre -Renovation Asbestos Inspection 3200 Vance Street, 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 fifteen (15) bulk samples were collected for analysis from six (6) separate Homogeneous Areas. A total of fifteen (15) bulk samples were analyzed. 3.3 Sample Analysis Bulk samples collected were submitted for analysis at FRS Geotech, Inc., 1441 W. 46"' Avenue, Suite 14, Denver, Colorado 80211 and were analyzed by Polarized Light Microscopy (PLM) for 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 Method 600). Samples were submitted for a 5 -day turnaround at the Client's request. 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 were submitted for point count analysis. The Polarized light Microscopy analysis of the bulk samples was performed March 8th 2021 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 3200 Vance Street, Wheat Ridge, Colorado 80033 4.0 Asbestos Containing Building Material Descriptions and Recommendations This section includes asbestos containing material descriptions and a table listing the asbestos containing building materials found. The building materials listed in this section contain concentrations of asbestos greater than 1.0% by visual estimation analyzed by Polarized Light Microscopy. The percentage of asbestos content for each sample indicated can vary depending upon sample location, homogeneity of the materials, and type of application. Sample numbers indicate Sunrise Environmental, Inc.'s internal sample tracking designation. HOMOGENEOUS AREA — 4 Material Description: Drywall joint compound Type of Material: Miscellaneous Material Friability: Friable Material Condition: Good Potential for Disturbance Frequency of Potential Contact: High Influence of Vibration: Low Potential for Air Erosion: Low Material Location Material Quantity Living room — 100 sq. ft. Sample No. Sample Location 4-1 Living room Northeast corner wall *4-2 Living room Southeast corner wall General Recommendations AHERA Category #6 - ACBM with potential for significant damage Composition None Detected (drywall) Trace Chrysotile (compound) None Detected (tape) None Detected (drywall) 3% Chrysotile (compound) None Detected (tape) Composite: <I.0% The drywall joint compound is considered friable for the purposes of renovation. Maintain material in undamaged condition. Do not sand, grind, drill or abrade the material. Should the joint compound become damaged or disturbed, removal should be performed using proper procedures utilizing personnel trained in asbestos removal techniques and personal protective equipment. Properly maintained asbestos containing joint compound poses minimal risk of fiber release. * The Environmental Protection Agency (EPA) and Colorado Department of Public Health and Environment Air Quality Control Commission (CDPHE-AQCC) allows for the wall system (drywall & joint compound) to be composited. If the total amount of asbestos is 8 Pre -Renovation Asbestos Inspection 3200 Vance Street, Wheat Ridge, Colorado 80033 1% or less after compositing, the material is not considered an Asbestos Containing Material (ACM) provided the drywall and joint compound are demolished together as a single composite system. Asbestos -containing joint compound was identified in sample #4- 2, however the composite result for sample #4-2, was <1.0% Chrysotile, therefore, the drywall & joint compound composite is not considered an Asbestos Containing Material (ACM). The joint compound is not required to be abated as an asbestos -containing material prior to demolition provided the drywall and joint compound are demolished together as a single composite system. OSHA requires contractors and workers be notified of the presence and location of asbestos and requires employers to protect employees from exposure to asbestos above the permissible exposure limit of 0.10 fee as determined by personnel monitoring, over an 8 - hour time weighted average. Pre -Renovation Asbestos Inspection 3200 Vance Street, Wheat Ridge, Colorado 80033 5.0 Presumed Asbestos Containing Building Materials No additional building materials were presumed to contain greater than 1% asbestos: 6.0 Non -Asbestos Containing Building Materials The following building materials were found to contain 1% or less asbestos: Sample Homogeneous Area Sample Number: & Material Description: Location: 1-1 Homogeneous Area 1: (-100 sq. ft.) Living room, Drywall texture East wall, Friable(Surfacing Material Center 1-2 Homogeneous Area 1: (-100 sq. ft.) Living room, Drywall texture East wall, Friable(Surfacing Material South end 1-3 Homogeneous Area 1: (-100 sq. ft.) Living room, Drywall texture East wall, Friable(Surfacing Material North end 2-1 Homogeneous Area 2: (-500 sq. ft.) Kitchen, Drywall texture West wall, Friable(Surfacing Material South end 2-2 Homogeneous Area 2: (-500 sq. ft.) Kitchen, Drywall texture Ceiling, Friable(Surfacing Material Center 2-3 Homogeneous Area 2: (-500 sq. ft.) Kitchen, Drywall texture East wall, Friable(Surfacing Material Center 3-1 Homogeneous Area 3: (-500 sq. ft.) Kitchen, Drywall & joint compound Southwest corner wall Friable Miscellaneous Material 3-2 Homogeneous Area 3: (-500 sq. ft.) Kitchen, Drywall & joint compound Southeast corner wall Friable Miscellaneous Material 5-1 Homogeneous Area 5: (1 sink —8 sq. ft.) Kitchen, White sink undercoating North underside of sink Non -Friable Miscellaneous Material 5-2 Homogeneous Area 5: (1 sink —8 sq. ft.) Kitchen, White sink undercoating South underside of sink Non -Friable Miscellaneous Material 6-1 Homogeneous Area 6: (-120 sq. ft.) Basement, Drywall texture Laundry room, (Friable) (Surfacing Material) Ceiling, west center 10 Pre -Renovation Asbestos Inspection 3200 Vance Street, Wheat Ridge, Colorado 80033 Sample Number: Homogeneous Area & Material Description: Sample Location: 6-2 Homogeneous Area 6: (-120 sq. ft.) Basement, Drywall texture Laundry room, Friable(Surfacing Material Ceiling, center 6-3 Homogeneous Area 6: (-120 sq. ft.) Basement, Drywall texture Laundry room, Friable(Surfacing Material Ceiling, east center 7.0 Inspector Comments Sunrise Environmental, Inc. identified and sampled atotal of six (6) Homogeneous Areas, one (1) of which was found to contain greater than 1% asbestos. Samples were collected March 1st, 2021. 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 areas scheduled for renovation and included the kitchen, east wall of the living room and the ceiling in the basement laundry room 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 One (1) of the six (6) 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. The asbestos containing building materials identified are listed below: ♦ *Drywall joint compound (Homogeneous Area 44) * The Environmental Protection Agency (EPA) and Colorado Department of Public Health and Environment Air Quality Control Commission (CDPHE-AQCC) allows for the wall system (drywall & joint compound) to be composited. If the total amount of asbestos is 1% or less after compositing, the material is not considered an Asbestos Containing Material (ACM) provided the drywall and joint compound are demolished together as a single composite system. Asbestos -containing joint compound was identified in sample #4- 2, however the composite result for sample #4-2, was <1.0% Chrysotile, therefore, the 11 Pre -Renovation Asbestos Inspection 3200 Vance Street, Wheat Ridge, Colorado 80033 drywall & joint compound composite is not considered an Asbestos Containing Material (ACM). The joint compound is not required to be abated as an asbestos -containing material prior to demolition provided the drywall and joint compound are demolished together as a single composite system. If asbestos -containing materials are to be removed or disturbed in a single-family residence, and the total quantity exceeds any of the regulatory trigger levels of 50 linear feet on pipes, 32 square feet on other surfaces, or the equivalent of a 55 -gallon drum, a CDPHE certified General Abatement Contractor (GAC) is required to perform the work. OSHA requires contractors and workers be notified of the presence and location of asbestos and requires employers to protect employees from exposure to asbestos above the permissible exposure limit of 0.10 fee as determined by personnel monitoring, over an 8 - hour time weighted average. Sunrise Environmental, Inc. recommends that employees, workers and contractors have OSHA required asbestos training prior to any renovation activities that are performed where the renovation contractor may contact but not disturb the asbestos containing materials. Building and/or facility owners are required to notify prospective employers applying or bidding for work, employees of the owner and tenants that can reasonably be expected to work in or occupy areas containing ACM and/or PACM, of the presence of such materials. 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 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. 12 APPENDIX A ANALYTICAL DATA FRS Geotech, Inc. 1441 W. 46th Ave, Ste. 14 Denver, CO 80211-2338 March 8, 2021 Mr. Scott Sanders Sunrise Environmental, Inc. P.O. Box 429 Black Hawk, CO 80422 Re: Project: 3200 Vance Street, Wheat Ridge, CO FRS Lab Number 125977 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, J_tlll� David A. Schroeder, Ph.D. Data Controller Enclosures NVLAP Accredited Lab 4102078-0 FRS GEOTECH, 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.: 125977 Project: 3200 Vance Street, Wheat Ridge, CO Page 1 of 4 Sample No. [layer] Sample Nonasbestos Asbestos Description Volume (%) Date Fibrous Material (%) Minerals (%) Summary (%) 1-1 100% 03/01/21 Fiberglass Cellulose Trace <1% Amosite Anthophyllite Total Asbestos: None Detected Texture [pink, green and 3 white with multiple colors of paints] Synthetics Chrysotile Other Fibrous Material Trace <1% Talc. Trace <1 % Crocidolite Trem./Act. Nonfibrous Material 99 1-2 100% 03/01/21 Fiberglass Cellulose Trace <1 % Amosite Anthophyllite Total Asbestos: None Detected Texture [green and 2 white with multiple colors of paints] Synthetics Chrysotile Other Fibrous Material Trace <1% Talc. Trace <1 % Crocidolite Trem./Act. Nonfibrous Material 99 1-3 100% 03/01/21 Fiberglass Cellulose Trace <1 % Amosite Anthophyllite Total Asbestos: None Detected Texture [pink, green and 2 white with multiple colors of paints] Synthetics Chrysotile Other Fibrous Material Trace <1% Talc. Trace <1 % Crocidolite Trem./Act. Nonfibrous Material 99 2-1 100% 03/01/21 Fiberglass Cellulose Amosite Anthophyllite Total Asbestos. None Detected Texture [white (2) with beige and white paints] Synthetics Chrysotile Other Fibrous Material Others . Crocidolite Trem./Act. Nonfibrous Material 100 2-2 100% 03/01/21 Fiberglass Cellulose Amosite Anthophyllite Total Asbestos. None Detected Texture [white (3) with multiple colors of paints] Synthetics Chrysotile Other Fibrous Material Trace <1% Talc. Trace <1 % Crocidolite Trem./Act. Nonfibrous Material 99 2-3 100% 03/01/21 Fiberglass Cellulose Amosite Anthophyllite Total Asbestos. None Detected Texture [white (3) with multiple colors of paints] Synthetics Chrysotile Other Fibrous Material Trace <1% Talc. Trace <1 % Crocidolite Trem./Act. Nonfibrous Material 99 * Composite analysis (multilayered sample, see individual layer analyses). Analyst(s): lilt_ Al0\ David A. Schroeder Completed: 03/08/2021 FRS GEOTECH, 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.neteom.eom Client: Sunrise Environmental, Inc. Lab No.: 125977 Project: 3200 Vance Street, Wheat Ridge, CO Page 2 of 4 Sample No. [layer] Sample Nonasbestos Asbestos Description Volume (%) Date Fibrous Material (%) Minerals (%) Summary (%) 3-1 100% 03/01/21 Fiberglass Trace <1 % Cellulose 20 Amosite Anthophyllite Total Asbestos. None Detected Drywall & joint compound [gray & white with white tapes] Synthetics Chrysotile Other Fibrous Material 21 Others . Crocidolite Trem./Act. Nonfibrous Material 79 3-2 100% 03/01/21 Fiberglass Cellulose 15 Amosite Anthophyllite Total Asbestos. None Detected Drywall & joint compound [off-white drywall, white joint compound or Synthetics Chrysotile Other Fibrous Material 15 texture, multi -color paints & white coumpound & tape] Others . Crocidolite Trem./Act. Nonfibrous Material 85 4-1* Composite (100%) 03/01/21 Fiberglass Cellulose 22 Amosite Anthophyllite Total Asbestos. Trace <1% Drywall & joint compound [3 layers] Synthetics Chrysotile Trace <1% Other Fibrous Material 23 Others . Trace <1 % Crocidolite Trem./Act. Nonfibrous Material 77 4 I IAIIAI Layer vol. = 80% 03/01/21 Fiberglass Cellulose 20 Amosite Anthophyllite Total Asbestos. None Detected [Off-white drywall] Synthetics Chrysotile Other Fibrous Material 20 Others . Crocidolite Trem./Act. Nonfibrous Material 80 4I BI Layer vol.= 1% 03/01/21 Fiberglass Cellulose Trace <1 % Amosite Anthophyllite Total Asbestos: I Trace <1% [Off-white joint compound or oldest texture] Synthetics Chrysotile Trace <1% Other Fibrous Material 2 Talc. 1 Crocidolite Trem./Act. Nonfibrous Material 98 4I ICIICI Layer vol. = 19% 03/01/21 Fiberglass Cellulose 30 Amosite Anthophyllite Total Asbestos: I None Detected [Pink and green textures, multiple colors of paints, white joint or patching Synthetics Chrysotile Other Fibrous Material 31 compound and white tape] Talc. Trace <1 % Crocidolite Trem./Act. Nonfibrous Material 69 * Composite analysis (multilayered see individual layer analyses). tsample, Analyst(s): '4"�L0y`��'`'$-- ` David A. Schroeder Completed: 03/08/2021 FRS GEOTECH, 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.neteom.eom Client: Sunrise Environmental, Inc. Lab No.: 125977 Project: 3200 Vance Street, Wheat Ridge, CO Page 3 of 4 Sample No. [layer] Description Volume (%) Sample Date Nonasbestos Fibrous Material (%) Asbestos Minerals (%) Summary (%) 4-2* Composite (100%) 03/01/21 Fiberglass Cellulose 11 Amosite Anthophyllite Total Asbestos: I Trace <1% Drywall & joint compound [3 layers] Synthetics Chrysotile Trace <1% Other Fibrous Material 12 Others . Trace <1 % Crocidolite Trem./Act. Nonfibrous Material 88 4 21A1 Layer vol. = 70% 03/01/21 Fiberglass Cellulose 10 Amosite Anthophyllite Total Asbestos. None Detected [Off-white drywall with pink oldest texture] Synthetics Chrysotile Other Fibrous Material 11 Talc. Trace <1 % Crocidolite Trem./Act. Nonfibrous Material 89 4 21B1 Layer vol. = 5% 03/01/21 Fiberglass Cellulose Amosite Anthophyllite Total Asbestos. 3 [Off-white older joint or patching compound] Synthetics Chrysotile 3 Other Fibrous Material Others . Crocidolite Trem./Act. Nonfibrous Material 97 421C1 Layer vol.=25% 03/01/21 Fiberglass Cellulose 15 Amosite Anthophyllite Total Asbestos: None Detected [White older tape, green & white textures, multiple colors of paints and Synthetics Chrysotile Other Fibrous Material 16 white patching compound and newer tape] Talc. Trace <1 % Crocidolite Trem./Act. Nonfibrous Material 84 5-1 100% 03/01/21 Fiberglass Cellulose Amosite Anthophyllite Total Asbestos. None Detected White sink undercoating Synthetics Chrysotile Other Fibrous Material 3 Wollastonite . 3 Crocidolite Trem./Act. Nonfibrous Material 97 5-2 100% 03/01/21 Fiberglass Cellulose Amosite Anthophyllite Total Asbestos. None Detected White sink undercoating Synthetics Chrysotile Other Fibrous Material 3 Wollastonite . 3 Crocidolite Trem./Act. Nonfibrous Material 97 * Composite analysis (multilayered sample, see individual layer analyses). Analyst(s): lilt_ Al0\ David A. Schroeder Completed: 03/08/2021 FRS GEOTECH, 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.neteom.eom Client: Sunrise Environmental, Inc. Lab No.: 125977 Project: 3200 Vance Street, Wheat Ridge, CO Page 4 of 4 Sample No. [layer] Sample Nonasbestos Asbestos Description Volume (%) Date Fibrous Material (%) Minerals (%) Summary (%) 6-1 100% 03/01/21 Fiberglass Cellulose Amosite Anthophyllite Total Asbestos. None Detected Texture [white with white paint] Synthetics Chrysotile Other Fibrous Material Others . Crocidolite Trem./Act. Nonfibrous Material 100 6-2 100% 03/01/21 Fiberglass Cellulose Amosite Anthophyllite Total Asbestos. None Detected Texture [white with white paint] Synthetics Chrysotile Other Fibrous Material Others . Crocidolite Trem./Act. Nonfibrous Material 100 6-3 100% 03/01/21 Fiberglass Cellulose Amosite Anthophyllite Total Asbestos. None Detected Texture [white with white paint] Synthetics Chrysotile Other Fibrous Material Others . Crocidolite Trem./Act. Nonfibrous Material 100 * Composite analysis (multilayered sample, see individual layer analyses). Analyst(s): ��� David A. Schroeder Completed: 03/08/2021 Client: Ont1 _-;rl/,la !L4id FRS GEOTECH, INC. Address:64 _ — Bulk Chain of Custody City: Q 1441 W. 4e Ave., Suite 14 State: Zip: Denver, CO 80211-2338 Telephone:( (303)177-2559 or (800)38(}3136 FAX*:(_) _ FAX: (303)477-2580 Person to Contact: ix.net m.com Alternate Phone( sbestos Mold Accept/ Sample Reject Number I� aor I FRS Lab No.: ( Z5 "7 Pagd of I Jot Descriation: 3 20 O V&.vi c p_ Sri P.O. #: Turnaround time Rush_ I=day_ Sia Other: _ Return Sample *NOTE: Specifying a FAX number authorizes FRS Geotech, Inc. to FAX confidential reuorts to that number. Sample Description and Location doReceyred by 2. " 2. Send White and Yellow copies with samples (Yellow copy returned with Report). Keep 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 OP'Cp rti h w f� # w �` l8�6 # �.O101'dLiO Deyarntaeni OF 1�11li11C F%djt�l and F��vimntllent ASBESTOS CONSULTING FIRM Tl'iis certi$es that Sunrise Environmental, Inc. Registration No.c ACF - 14909 has met the registration requirements of 25-7-507, C.R_S. and the Air Quality Control Commission Regulation No. 8, Part R, and is hereby authorized to perform asbestos consulting activities as required under Regulation No 8, Part 73, in the state of Colorado. Issued: January 07, 2021 Expires: January 30, 2022 num«`z v wrco aEyarasaneawe SFilL Fire blocking and draft stopping shall be installed In concealed spaces per coda section P30211 &RAP 12 Safety glazing adjeml to doors shall comply with code section P308 42 Smoke alarms shall comply with code section P31422 Carbon monoxide alarms shall comply with code section P31522 Domestic cooking exhaust system shall comply with code section M1503.1 e MPROYED kirkmoney 04/23/2021 DESIGN/BUILD TEAM SHEETINDE% At TRUE' an PROJECT SCOPE SUMMARY Ran EVE �Frmfli WFRFRB� RE oe!E Inc PROJECT DETAILS Bak IEULRI TER Fuji LEI Tax] Hi d,4 LiliLl 117 /c1 VICINITY MAP -GOOGLE MAPS IMAGE W° >m — m Z U„ Qo S) J Q J J W � W U m m C, Q CS ZN Q d' N J a w C) (Z� Z co Q WO W CSW C) r Z W (3 Z > E— C) W V C) W } M Z Z N O N N Z 01 BE)C) Z Z N Q U > w n O Z m Z Ms O w e=. fiw FaoF For xancr oZIR .MW V TMIT OWL =ii o=o or rX, o2s) d WAIL XTZ 60 zoo mw� OF f~ y _Rz _ra1 FIT 1 o} tit Zz ExpIrwin � RICO fir F,roF¢o=W TRF) ITFrox i RWM - adz=NIT cad) XID ZT 6g doX° ISM 00 z or DATE: 4/5/221 SCALE: SEE DRAWING LABELS A0.0 COVER SHEET DEMOLITION NOTES TRIM NOTES REFERENCE A2 A4 FORSPECIFICATIONS X1 *REFERENCE AS -BUILT/ DEMO PLAN X8 REMOVE KITCHEN SINK & SAVE FOR HOMEOWNER; PLACE IN GARAGE VERIFY AT PRE -CON W T1 *PAINT GRADE BASEBOARD AT X2 *ASBESTOS TESTING & ABATEMENT J BY HOMEOWNER; ADB REQUIRES X9 DEMO EXISTING DRYWALL FOR - RELOCATE THERMOSTAT -NEW LOCATION? KITCHEN &LIVING ROOM DOCUMENTATION PRIOR TO START ELECTRICAL AT KITCHEN - ELECTRICAL SUB PANEL IS SUFFICIENT FOR REMODEL WORK? *PAINT DATE X10 *AREAS SHOWN IN GREY ARE NOT -OUTSTANDING ITEMS GRADE DOOR CASING AT (1) T2 X3 *AFTER DEMO, THE CONDITION OF PART OF THE PROJECT SCOPE, & ARE EXISTING DOOR AT KITCHEN co THE SPACE WILL BE ASSESSED & ANY TO REMAIN UNTOUCHED pbbotla 'tee PENDING CHANGE ORDER OPTIONS (NOT YET INCLUDED IN SCOPE - T3 (2) WINDOWS: JAMB & CASED, PAINT d7 UNFORESEEN ISSUES WILL BE ADDRESSED VIA CHANGE ORDER ,paw• �` �+ BATH 38sQ7 *** CHANGES MADE AFTER THE PRE -CON DATE, IF HOMEOWNER REQUESTED, WILL INCURA CHANGE GRADE X4 DEMO EXISTING WALLS AT KITCHEN/ORDER BEDROOM 2 *** FEE LIVING ROOM BEDROOM 1 160 so FT V X5 DEMO (2) EXISTING WINDOWS AT eG. �pC 157 so FT KITCHEN oing 01`"� X6 *DEMO ALL CABINETS, COUNTERTOP, Lu & BACKSPLASH & DISCARD ALL zs so FT X7 REMOVE KITCHEN FAUCET & SAVE FOR RE -INSTALL c ss I I I 14PI[IN Q T CONSTRUCTION NOTES * * x REFERENCE A2 FOR SPECIFICATIONS E17rx X m J *ALL Cl WORK SHALL MEET OR EXCEED REQUIREMENTS OF APPLICABLE 8BUILDING CODESLLiij tX7 �_W *ALL DIMENSIONS ON PLANS & X s00DRAWINGS ��yyj�C2 ARE FINISHED UNLESS KITCHEN SQ33 OTHERWISE NOTED; REFERENCE PAGES A2&A3 FOR DETAILS CABINETRY NOTES U—) Z co VJ C3 *SEE ELEVATIONS ON PAGE A2 FOR CRITICAL MEASUREMENTS X9 * REFERENCE A2 & A4 FOR SPECIFICATIONS O Lo Q L{) CO 19 N Il' � J C4 EXISTING FRAMED WALLS TO REMAIN TC1 KITCHEN PERIMETER CABINETS Z C5*ASSUMES EXISTING EXTERIOR wmao„o She coac wmao„o She lzl aoaa wnd—sw Height 3r wmd—sm Height 3r TC2 KITCHEN ISLAND CABINETS � `^ M v LLI WALLS ARE 2X6 WITH INSULATION PER CODE. WILL BE ASSESSED AFTER TC3 *TRIM CARPENTER RESPONSIBLE FORZ MODIFYING CABINETRY FOR CO DEMO &ADDITIONAL COSTS ADDRESSED VIA CHANGE ORDER. AS -BUILT / DEMO PLAN APPLIANCE INSTALL W O 1 Al— 1/8° = 1'-0" T — — T — — T — — T — — -1 — — -1 — v r Li V—I p�I LA �j V V I — — I TC4 *DESIGNER TO VERIFY ALL CABINET MEASUREMENTS AT FRAME WALK Q Q N W C6 2X4 KNEE WLL WITH DOUBLE PLATE AT KITCHEN ISLAND: 34-1/ OO H Z ROUGH5QT U I Z > C7 INSTALL NEW SUPPORT BEAM AT KITCHEN PER ENGINEER'S LETTER I �—/'� V J w DOOR SCHEDULE I F_ — (� C8 FRAME & INSTALL NEW WINDOWS AT KITCHEN, RAISING SILL HEIGHT fll * * CO Q 3 N REFERENCE A4 FOR SPECIFICATIONS C9 REPAIR & LACE -IN SIDING AT I 1 EXTERIOR AT NEW WINDOWS BATH I \ D1 2868 EXISTING INTERIOR DOOR TO Q 38 SQ FT x REMAIN BEDROOM 2 BEDROOM 1 160 SQ FT R 157 SQ FT E 1 \ M KITCHEN Z M oisD i E3 230 SQ FT ti l uJ M 1 Z LJJa) o N O CID L ELECTRICAL NOTES GLASS/GLAZING & WINDOW NOTES *ELECTRICAL *(7) E1 PANEL ASSUMES TO BE Ell NEW ELECTRICAL OUTLETS 00 SUFFICIENT FOR REMODEL WORK, IF STANDARD; PLACED PER CODE, ON 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ M 1 * REFERENCE A4 FOR SPECIFICATIONS * �x Z }' U) O G1 (2) NEW 4040 AT KITCHEN A SUB PANEL OR SERVICE UPGRADE WHITE; LOCATION PLANS ARE HALL I GFCI 'il W O U IS NEEDED, ADDITIONAL COSTS WILL APPROXIMATE 25 SQ FT I Iii N 0) ��I 1:71 •— 1 W a) BE HANDLE VIA CHANGE ORDER E2 *HOMEOWNER RESPONSIBLE FOR E12 *(3) NEW GFCI OUTLETS PLACED PER CODE, WHITE ca li r I I� O 0 6 d ail N 1 % G2 (3) EXISTING WINDOWS TO REMAIN AT KITCHEN &LIVING ROOM —i Z Z V ^; W FINAL CONNECTION OF ETHERNET/ *(5) DEDICATED, ARC FAULT CIRCUIT 77 1I I U 1 (4) CABINET FRONT GLASS INSERT AT Q �t TELEPHONE, SATELLITE AND CABLE BY HOMEOWNER'S PHONE AND E13 & GFCI OUT FOR APPLIANCES COATL — — — — I I 4 U) — — 1 _.I — vJ 1 E6 - - ---- Gg KITCHEN COOKTOP WALL KITCHEN `y (DONE CABLE/SATELLITE COMPANY ) REFRIGERATOR, MICROWAVE, DISHWASHER, DISPOSAL, RANGE 9 SQ FT 54Qh E4 _ rte`( I 1 LLI p I I hI"C�) — E3 *ALL OUTLETS AND SWITCHES AT E14 *REMODEL SWITCHES PLACE PER a — F2 TC1 m �N 11 1 _ '0 Z +-+ O `y Cl MOUNTED 45" AFF TO CENTER, PLACE MOUNTED BACKSPLASH NT R, CODE, TOGGLE,WHITE: 1 TC A6 A7 TC1 A3 I1 ,� � I APPLIANCES Z (Y� VERTICAL (2) SINGLE (2)3 -WAY a \ cr L1cT J D1 1 _ _ _I --- — — — — — — — — —� _ _ _ _ _ •_ 1 1, * REFERENCE A4 FOR SPECIFICATIONS * O *ALL OUTLETS SWITCHES 1 I E4 AND AT BUFFET BACKSPLASH TO BE E15 *(3) EXISTING ROCKER SWITCHES TO I / Ei \ H. I I — — — I Al *ALL APPLIANCES ARE PROVIDED & A4 DISHWASHER U MOUNTED 45" AFF TO CENTER, PLACE REMAIN C7 / KITCHEN C9 W 1 w INSTALLED BY HOMEOWNER A5 BUILT-IN MICROWAVE HORIZONTAL E16 *(4) NEW SMOKE DETECTORS & (2) \\ / i — F4 I Ea 230 SQ FT O / W4 m W C8 0 m \ Z E2 Z A2 *HOMEOWNER TO HAVE SPEC SHEETS UPLOADED TO A6 GAS RANGE E$ *ANY OUTLET LOCATIONS ON PLANS ARE APPROXIMATE & WILL BE NEW CARBON MONOXIDE DETECTOR TO BE HARDWIRED, BATTERY BACK- _� — — CT2 — — cFa �I :: T3 _ m ES BUILDERTREND FOR ALL APPLIANCES BY JOB START A7 DUCTED RANGE HOOD; WALL MOUNTED; MUST BE LESS THAN 400 PLACED PER CODE UP, INTERLOCKED m E m TIC I + A4 TC2 r — o G1 N� / 1 CFM E6 *ADDITIONAL OR UPGRADED SMOKE E17 RELOCATE WALL MOUNTED M Es _I $ — — ea / 3 A3 FULL -HEIGHT REFRIGERATOR (WITH / DETECTORS AND/OR CARBON THERMOSTAT co ENTRY �I 9 ITC1 0 3 1 0 11 11 WITHOUT) CLEAR ICE MAKER w Z O w E- x E- w MONOXIDE DETECTORS WILL BE INSTALLED PER OA 66 SQ FT 231 SQ FT _ _ _ _ TC21 _ L _ 2 W Tl C8 - 1 Yo CC / �— — — z 0 w o Z = E- U- ¢ E x 0 = o o T w _ T o O Z COUNTERTOP NOTES LIVING SPACE AS CHANGE ORDER m F3 T T3 w� 1 / * REFERENCE A4 FOR SPECIFICATIONS * 2 0 w W 0 W o ILE o° cn IF REQUIRED BY INSPECTOR / T C 1 11 G 1 Z Z 11 / O J 0 0 U- U Q } 0 Q Z Q CT1 QUARTZ AT KITCHEN PERIMETER Z Z Q O Z E- w E7 *HOMEOWNER PROVIDED LIGHT 2 Lu � Lu E- U O FIXTURES AND BULBS ARE 110V. ^^ \ 11 11 CT2 QUARTZ AT KITCHEN ISLAND w E- U n w w Q 0 FIXTURES MUST BE ON SITE BY JOB / CT3 VSLABS OAT O w _ z Z p OU Q Q p START D 1 1 \ / CT1 1 NATURAL PRECISION Q fy w w Z LL' Q 00 Z a � = w E8 *CHANGES MADE DURING m C7 E HOMES &PROVIDE ID # w a 0 a Z= _ w w ELECTRICAL WALK TO BE 0 F4 TC1 F1 1 ILEZ 0- 2 Z Q o 0 z OU 0 E - DOCUMENTED SEPARATELY VIA E E _ 11 O w 0 Biu p a w F w� O m Z CHANGE ORDER G G2 G Li ~~ 0 Z Z O U w w p m 0 0 E9 (2) NEW CEILING LIGHT AT KITCHEN Window Size: 6046 1 IL Window Size: (2) 3844 1 Window Size: (2) 3844 0 O Q E- i O O= w Z Q w m cn � a E- D O w = � a a J 0 — � FLOORING &TILE NOTES ISLAND Window Sill Height: 31" _ _ _ _ _ _ _ _ _ _ _Window Sill Height: 31" — — — — — — — — — �I L - - - - - - - - - - - J * * > o Q m w g w L) Z REFERENCE A2 & A4 FOR SPECIFICATIONS Z o o Ln T E_ U) z T E10 *(9) 6" RECESSED CANS LED BULBS, WHITE TRIM &BAFFLE. AT KITCHEN & PROPOSED PLAN ENLARGED PLAN J 2 2 Z � w Z w � __ - O E_ Q U O � � w w Q= U� � J Q F1 TILE BACKSPLASH AT KITCHEN LIVING ROOM 1 1 m w o F L) Z Z L) Al 1/4" = 1'-0" Al 1/2" = 1'-Q" F2 ACCENT TILE BACKSPLASH AT v o -Lu F E O Cn Z d w H= LL KITCHEN COOKTOP F3 SAND, STAIN & REFINISH EXISTING 0 Lu 0 0- U) p w LU vl w E- w 0 L: F O J LL U Q O ? w 0 - cn ~O PLUMBING PLUMBING NOTES HARDWOOD FLOOR AT KITCHEN & j W Q w a Z 7 Q N o_ * REFERENCE A4 FOR SPECIFICATIONS * LIVING ROOM F4 HARDWOOD ORE OR AT IEN L �~ w Z LL 3: w O f Q Q of 0- Z � cno w cn O Q F Z v Q Y O P1 *PLUMBING FIXTURES ARE ADB P7 (1) KITCHEN SINK; NEW LOCATION OTTOVIDED & HERWISE NOTED LED UNLESS P8 RE -INSTALL EXISTING KITCHEN KA CHCE & VING OOM WH w 0 = 0 ~ Lu Lu 0 Q OJ LL FAUCET WALLS ARE REMOVED 2 cnLL O O P2 *ADB DOES NOT WORK ON O w Q IRRIGATION SYSTEMS. HOMEOWNER P9 *EXTEND GAS LINE FOR NEW GAS IS RESPONSIBLE TO ENSURE RANGE LOCATION IRRIGATION CONTROL LINES AND PANELS ARE MOVED OUT OF THE P10 *GAS LOAD CALCULATION; IF WAY BEFORE WORK BEGINS RESULTS REQUIRE GAS LINE TO BE INCREASED, ADDITIONAL COSTS WILL DATE: P3 *VERIFY LOCATION OF PLUMBING AT FINISH REVIEW BE HANDLED VIA CHANGE ORDER ACTIVE DESIGN AND BUILD IS NOT RESPONSIBLE FOR SUPPLYING OR INSTALLING ANY ITEMS, FIXTURES, OR FEATURES THAT ARE NOT SPECIFIED ON THE NOTED PLAN. ALL CONSTRUCTION DETAILS SUPPORT COLUMN • FURNACE FURN �� CRAWL SPACE VENT CS SINGLE POLE SWITCH AC LINE FINISHED CEILING HEIGHT: 8'-3" YEAR HOUSE WAS BUILT: 1951 A' 'Y WALL FINISH NOTES 3/25/2021 W1 *DRYWALL FINISH LEVEL 3 WHEN — — — — — — — — — — — — — — — WILL BE BUILT TO INDUSTRY STANDARDS, UNLESS SPECIFIED DIFFERENTLY. THE UNDERSIGNED EXIST. FOUNDATION RADON OUT TAKE DIMMER SWITCH o GAS LINE E GAS V V SPACES TO BE REMODELED: KITCHEN & LIVING ROOM KNOCKDOWN OR ORANGE PEEL P4 RE -INSTALL EXISTING DISPOSAL; ACKNOWLEDGE THAT ANY SUBSEQUENT CHANGES, ALTERATIONS OR MODIFICATIONS SHALL BE IRC CODE YEAR: 2018 TEXTURES ARE APPLIED; PROVIDE NEW TRIM KIT SUBJECT TO A CHANGE ORDER AND BILLED ACCORDINGLY. THE UNDERSIGNED FURTHER KNEE WALL ® FURNACE FLUE 1 F �/ FIRE SPRINKLER 3 -WAY SWITCH a DEMO *DRYWALL FINISH LEVEL 4 WHEN SKIP SCALE: P5 *RELOCATE WATER LINE &DRAIN LIN UNDERSTAND THAT THE NOTED PLAN SHALL BE REGARDED AS THE DEFINITIVE PLANS FOR CONTRACT TROWEL, PULL TROWEL, OR CUSTOM FOR DISHWASHER PURPOSES AND THAT NO RELIANCE MAY BE MADE UPON ANY PREVIOUS VERBAL STATEMENTS MADE EXISTING WALL SUB PANEL =:F 3 -WAY DIMMER SWITCH aD BEAM [ TEXTURES ARE APPLIED; SEE D RAW I N G BY THE EMPLOYEES, TRADE PARTNERS, SUPPLIERS OR AGENTS OF ACTIVE DESIGN AND BUILD UNLESS WATER HEATER WH _ *DRYWALL FINISH LEVEL 5 WHEN P6 *EXISTING WATER LINE FOR OTHERWISE SPECIFIED, ALL OUTLET, LIGHTING AND SWITCH LOCATIONS ARE APPROXIMATE BUT ARE INTERIOR WALL D CABLEPANEL D 4 -WAY SWITCH a SMOOTH TEXTURE IS APPLIED REFRIGERATOR TO REMAIN PLACED TO CODE. ACTIVE DESIGN AND BUILD IS NOT RESPONSIBLE FOR THE LEVELNESS OR WATER LINE C _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ LABELS CONDITION OF THE EXISTING FLOOR AND EXISTING WALLS, INCLUDING BUT NOT LIMITED TO SQUEAKING SUB FLOORS OR STAIRS. THE MOVING OF OR REMOVAL OF ALL IN-HOME FIRE SPRINKLER, SECURITY SCHEDULING EXTERIOR WALL ® WATER SOFTENER ` WS ALARM PANEL MOTION SENSOR SWITCH oll DRAIN LINE W2 *KNOCKDOWN TEXTURE FOR WALLS &CEILING HVAC NOTES INSULATION NOTES AND ITEMS ARE THE HOMEOWNER'S EXPENSE AND RESPONSIBILITY. ESTIMATE SUBJECT TO CHANGE UPON SELECTION OF LIGHTING AND FIXTURES. WORKING DAYS TO BE DETERMINED BY PROJECT MANAGER AT PRE -CONSTRUCTION WALK. CHANGE ORDERS MUST BE SIGNED BY HOMEOWNER BEFORE WORK BEGINS. FAILURE OF SIGNATURE CAN COMPROMISE SCHEDULE COSTS. FURRING WALL EXISTING SUPPLY o ® TOILET ROUGH SHOWER ROUGH ALARM SENSOR SMOKE DETECTOR so 110V OUTLET 220V OUTLET HVAC _ r _ W3 *WALL CORNERS: SQUARE W4 WINDOWS: JAMB &CASED Al H1 *EXISTING SYSTEM: FORCED AIR H2 (1) RELOCATE EXISTING HEAT 11 *ASSUMES INSULATION PRESENT ON EXTERIOR WALLS; SUPPLEMENTAL INSULATION WILL BE ADDRESSED VIA REGISTERS AT KITCHEN/ LIVING CHANGE ORDER AFTER DEMO WITHIN 48 HOURS PROJECT AND INCUR ADDITIONAL CLEAN OUT �. ©' GFCI OUTLET FULL BAY W$ *PAINT COLOR: 2 -COLORS: 1 -COLOR H3 ROUTE EXISTING HEAT REGISTER NEW SUPPLY D CO/SMOKE DETECTOR cFc L._ __:_;J FOR WALLS & SOFFITS, 1 -COLOR FOR THROUGH THROUGH BASE CABINET TOE KICK 12 *INSULATE EXTERIOR WALLS: FIBERGLASS BATTSAT REMODELED HOMEOWNER SIGNATURE: DATE: EXISTING RETURN 0 FLOOR CLEAN OUT EXHAUST FAN ® ❑ CAT6/TV JACK FLOOR DIRECTION CEILINGS, AT REMODELED AREAS ONLY AT KITCHEN H4 *VERIFY APPLIANCE SPECS BEFORE AREAS ONLY; R-21 VALUE NEW RETURN � FLOOR DRAIN ® ® z CEILING OUTLET JOIST DIRECTION �J> W6 *TRIM & DOOR PAINT COLOR FOR REMODEL VENTING 13 FOAM&DRAFT STOP REMODELED HOMEOWNER SIGNATURE: DATE: WATER MAIN KEYLESS FIXTURE NEW TRIM & DOORS ONLY 1I$ VENTING FOR NEW RANGE HOOD AREAS PER CODE HUMIDIFIER RECESSED CAN R EXISTING w W7 DRYWALL PATCH: MATCH EXISTING NOTED PLAN NOTES INDICATED WITH AN ASTERISK (*) ARE GENERAL AND ADD FRESH AIR INTAKE IF RANGE ADB REPRESENTATIVE: DATE: SUMP PIT SP TEXTURE KNOCK DOWN HOOD EXCEEDS 400CFM; WILL BE WILL NOT BE TAGGED ON THE PLAN ADDRESSED VIA CHANGE ORDER 531/4" W ❑ 2 3/4" 27" 30 3/4" 104 27" 37 1/2" 5 1/2" 5 3/4" 12" J 42 M EP CLEAR CLEAR - GLASS GLASS IF m � J TRASH PULLOUT w ui e W/ 1 OR 2 BINS U m m M ROLL -OUTS Q Ll � co IF � Z 00 ui CJ 1" 1 1/4" 3/4' 3/4' �� 45 1/4" 21" 24" 36" 24" Q V G 18" 9" 30" OA 9" 18" 36" 36" 42" 36" 24" ROLL -OUTS AAL (3) ROLL -OUTS Z co w C:) N 124 3/4" 116" 1751/4" LL Q p ti W E1 KITCHEN COOKTOP WALL ELEVATION E2 KITCHEN BUFFET WALL ELEVATION E3 KITCHEN ISLAND ELEVATION 1 w f�z Al 1/2" = 1'-0" Al 1/2" = 1'-0" Al 1/2" = 1'-0" Z Lij > V (r'1 F— (1) w Q � M �El Z M Z a) o � a) 00 wz0 a)O ® e Q Q JU�/�>•�-/ 24" ROLL -OUTS W c J L L e Z N c6 ILI 30" 24" s^"�F 18" 24 36 21 24 24 1 1/2" 24" 45" 24"�-� 18" 1 5 va — 123" 112 1/2" E4 KITCHEN ISLAND ELEVATION 2 Es KITCHEN ISLAND ELEVATION 3 Es KITCHEN ISLAND ELEVATION 4 Al 1/2" = 11-01, Al 1/2" = 1'-0" Al 1/2" = 1'-0" Q U J Q � w d Z w CA w H p U of p zz O O = w v Z z O oo IL Q O r) U w w w Q z Q U U 0, U) ~ d w Z w LL O U) p U) 06 � � w Oz Q w 0 J Q J Q O Q 0sp000u,y,� U�O� co°m DATE: 3/25/2021 g D�y`oc SCALE: SEE DRAWING LABELS A 2 ELEVATIONS M � m - M � R �L S F2 C R S 15" D 15" 15" 18" D e e PIC L ®® o®o ®® PIC LL � 15" D 15" 15" LLJ 0 J U IAwn— — — Ila a� �� i► �� m p J W W U m m ppm ( OQLo U) - 0z00 J _ 0-W U) cc) s, \ ZLU o Q p N W p W ti z Al KITCHEN PERSPECTIVE 1 Al KITCHEN PERSPECTIVE 2 z LU (D C1 NOT TO SCALE C2 NOT TO SCALE (D U� v W U) Q p W p CY) z O W N 00 06zcn0 W O U � U - zz�� - I O cy) I II wF— uj no 0 O z .. w UJ UJ O Q z J KITCHEN PERSPECTIVE 3 KITCHEN PERSPECTIVE 4 Q w — ~ `n 0 Al Al U)rvU TO LL O C3 NOT TO SCALE C4 NOT TO SCALE 0 0 U) 0< azF �0- O zQU) LU LU 0- F-- U) Z U2 O w z O z F-- 0� O U O z 0- 0 O F- Q� U - 0 w N L U 0 w< � LLJ w J LL J U) o U w F- >-z U U) zQ U) w O 0 J DATE: CAA 3/25/2021 c: SCALE: NTS PERSPECTIVES #4 @ 12" O.C. BASEMENT STRUCTURAL FRAMING MODIFICATION 1/4" = 1'-0" UMN PER PLAN (4) 1/2" BOLT i% A� ,FOUNDATION DETAIL N.T.S. w/ 10,000 Ib Capacity Min. See Detail C. STRUCTURAL FRAMING FOR PROPOSED MAIN FLOOR PLAN (N) 2x4 BRACING @ 5'0 O.C. 0 0 (E) CEILING J ISTS LU26 HANGER - (N) BEAM PER PLAN CEILING JOIST TO NEW BEAM CONNECTION N.T.S. 3.5" Adjustable Metal Post BASE PLATE ON TOP OF EXISTING CONCRETE WALL 1/4" = 1'-0" 1/2" Bolt 4" Epoxied in Concrete POST TO EXISTING FOUNDATION CONNECTION 0S pbott�' ASSOC,, f 'CAjA Ong 0114\ �o N.T.S. DESIGN NOTES: THE BUILDING IS ANALYZED BASED ON THE FOLLOWING CODES: - 2018 INTERNATIONAL RESIDENTIAL CODE (2018 IRC) - 2018 INTERNATIONAL EXISTING BUILDING CODE (2018 I E BC) 1;\ I TA ENGINEEMV Building Structure Design and Inspection ISTA ENGINEERS 2100 WE LTO N ST, U N IT 1216 DENVER, CO 80205 2. THE DESIGN SUPERIMPOSED LOADS ARE AS FOLLOWS: A. RESIDENTIAL: DECK LIVE LOAD = 20 PSF DECK DEAD LOAD = 15 PSF B. WIND: WIND SPEED (ULTIMATE) = 140 MPH STRUCTURAL ENGINEER C. SNOW LOAD = 35PSF BEAMS: ALL BEAMS SHALL BE FASTENED AS FOLLOWS: (4)1-3/4 111X11 87" LVL: STRONG -DRIVE SDS SCREW SDS25600 (6") @ 16" O.C., 2 ROWS, STAGGERED, BOTH SIDES. (3) x7 4" LVL: STRONG -DRIVE SDS SCREW SDS25312 (3-1/211) @ 24" O.C., 2 ROWS, STAGGERED, BOTH SIDES. FOUNDATION AND SITE WORK: FOOTING FOUNDATION SHALL HAVE F'c=3000 PSI, MIN ALL NEW CONCRETE SHALL BEAR IN 95% COMPACTED FILL. REMOVE ABANDONED FOOTINGS, UTILITIES, ETC. WHICH INTERFERE WITH NEW CONSTRUCTION, UNLESS OTHERWISE INDICATED. NOTIFY THE OWNER'S REPRESENTATIVE IF ANY BURIED STRUCTURES NOT INDICATED, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC., ARE FOUND. REMOVE LOOSE SOIL AND STANDING WATER FROM FOUNDATION EXCAVATIONS PRIOR TO PLACING CONCRETE. CONCRETE CLEAR COVER TO REINFORCING BARS MUST BE AT LEAST 3 INCHES FOR THE CONCRETE PLACED AGAINST EARTH. C-,FNFRAI THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO ( NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS). CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL , MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. 0056439 03/31/2021 PROJECT ADDRESS: 3200 Vance Street Wheat Ridge, CO 80033 0� 0 0 J LL z W 5W Q m No. Description Date 0 ISSUED FOR PERMIT 03.31.21 3-1/2" Adjustable Metal PA Designed by Post Below ,lob No. 21-1359 w/ 10,000 Ib Capacity Min. SCALE Location is to be Verified by Contractor. HALL UP CD F Post Above 22"X22"X12" FOOTING NEW HEADER W/ #4 REBARS @10" (3) 1-3/4"x7-1/4" O.C. E. W. 2.0E Microllam® LVL OFFICE LAUNDRY BATH #4 @ 12" O.C. BASEMENT STRUCTURAL FRAMING MODIFICATION 1/4" = 1'-0" UMN PER PLAN (4) 1/2" BOLT i% A� ,FOUNDATION DETAIL N.T.S. w/ 10,000 Ib Capacity Min. See Detail C. STRUCTURAL FRAMING FOR PROPOSED MAIN FLOOR PLAN (N) 2x4 BRACING @ 5'0 O.C. 0 0 (E) CEILING J ISTS LU26 HANGER - (N) BEAM PER PLAN CEILING JOIST TO NEW BEAM CONNECTION N.T.S. 3.5" Adjustable Metal Post BASE PLATE ON TOP OF EXISTING CONCRETE WALL 1/4" = 1'-0" 1/2" Bolt 4" Epoxied in Concrete POST TO EXISTING FOUNDATION CONNECTION 0S pbott�' ASSOC,, f 'CAjA Ong 0114\ �o N.T.S. DESIGN NOTES: THE BUILDING IS ANALYZED BASED ON THE FOLLOWING CODES: - 2018 INTERNATIONAL RESIDENTIAL CODE (2018 IRC) - 2018 INTERNATIONAL EXISTING BUILDING CODE (2018 I E BC) 1;\ I TA ENGINEEMV Building Structure Design and Inspection ISTA ENGINEERS 2100 WE LTO N ST, U N IT 1216 DENVER, CO 80205 2. THE DESIGN SUPERIMPOSED LOADS ARE AS FOLLOWS: A. RESIDENTIAL: DECK LIVE LOAD = 20 PSF DECK DEAD LOAD = 15 PSF B. WIND: WIND SPEED (ULTIMATE) = 140 MPH STRUCTURAL ENGINEER C. SNOW LOAD = 35PSF BEAMS: ALL BEAMS SHALL BE FASTENED AS FOLLOWS: (4)1-3/4 111X11 87" LVL: STRONG -DRIVE SDS SCREW SDS25600 (6") @ 16" O.C., 2 ROWS, STAGGERED, BOTH SIDES. (3) x7 4" LVL: STRONG -DRIVE SDS SCREW SDS25312 (3-1/211) @ 24" O.C., 2 ROWS, STAGGERED, BOTH SIDES. FOUNDATION AND SITE WORK: FOOTING FOUNDATION SHALL HAVE F'c=3000 PSI, MIN ALL NEW CONCRETE SHALL BEAR IN 95% COMPACTED FILL. REMOVE ABANDONED FOOTINGS, UTILITIES, ETC. WHICH INTERFERE WITH NEW CONSTRUCTION, UNLESS OTHERWISE INDICATED. NOTIFY THE OWNER'S REPRESENTATIVE IF ANY BURIED STRUCTURES NOT INDICATED, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC., ARE FOUND. REMOVE LOOSE SOIL AND STANDING WATER FROM FOUNDATION EXCAVATIONS PRIOR TO PLACING CONCRETE. CONCRETE CLEAR COVER TO REINFORCING BARS MUST BE AT LEAST 3 INCHES FOR THE CONCRETE PLACED AGAINST EARTH. C-,FNFRAI THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO ( NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS). CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL , MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. 0056439 03/31/2021 PROJECT ADDRESS: 3200 Vance Street Wheat Ridge, CO 80033 0� 0 0 J LL z W 5W Q m No. Description Date 0 ISSUED FOR PERMIT 03.31.21 Drawn by PA Designed by PA ,lob No. 21-1359 S1000 SCALE AS NOTED From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Residential Interior Remodel Date: Monday, April 5, 202112:38:03 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 3200 Vance St Property Owner Name Connie Lane Property Owner Phone 303-919-2892 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" connie.lane@mac.com Electronic Payment Form ADB.odf APPLICANT INFORMATION Applicant Name Active Design & Build What is your role in the General contractor project? Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the 210022 City of Wheat Ridge) Contact Phone Number 603-674-1514 (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 - In the space below (not as an attachment), Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc I, the applicant, understand my application will be rejected if I do not include a Detailed Scope of Work. permits@activedesignandbuiId.com permits@activedesignandbuiId.com kitchen remodel with new cabinets, electrical upgraded, hvac venting, plumbing for appliances, structural wall removal, new kitchen island, new window I have entered a detailed scope of work. Location of Work kitchen Square Footage Area of Work Being Performed Asbestos Report Upload letter size documents here Construction Plans scanned on 11'x17" or larger M SE121-PO34 3200 Vance St Wheat Ridaer413171.ndf Field not completed. Project Value (contract 25000 value or cost of ALL materials and labor) Valuation adjusted $37,400.00 Major kitchen & Window K.M. 4/22/21 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 Permit I attest that everything 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. Briana Noonan Yes Email not displaying correctly? View it in your browser. City of Wh6a t jdge COMMUNITY DEVELOI'MC-N"f SUBCONTRACTOR AUTHORIZATION FORM Mechanical Subcontractor This form must be completed & signed by the MECHANICAL SUBCONTRACTOR performing mechanical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: V,3,_ kjd p 1, General Contractor: FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name 4/_70r�Contact Phone #: 7zo � ,j 9 -/ 3 3L' J Wheat Ridge Contractor License #: %Q 1176 --,(required field) 9 Date PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Remodel PERMIT - 202100662 202100662 3200 Vance St kitchen remodel with new cabinets, plumbing for appliances, structural window ISSUED: 05/11/2021 EXPIRES: 05/11/2022 electrical upgraded, hvac venting, wall removal, new kitchen island, new *** CONTACTS *** OWNER (303)919-2989 SCANLON JENNIFER L GC (720)900-8677 DUSTIN KRUEGER 210022 ACTIVE DESIGN AND BUILD SUB (720)788-6795 CALVIN & KATRINA PACHECO 160195 KYCOR MECHANICAL *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 37,400.00 FEES Total Valuation 0.00 Plan Review Fee 287.33 Use Tax 525.00 Permit Fee 442.05 ** TOTAL ** 11254.38 *** COMMENTS *** *** CONDITIONS *** 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. 1* � � i City of Wheat Ridge �� Residential Remodel PERMIT - 202100662 PERMIT NO: 202100662 ISSUED: 05/11/2021 JOB ADDRESS: 3200 Vance St EXPIRES: 05/11/2022 JOB DESCRIPTION: kitchen remodel with new cabinets, electrical upgraded, hvac venting, plumbing for appliances, structural wall removal, new kitchen island, new window 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�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of 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 may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 05/11/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. INSF� , AECORD INSPECTION ONLINE FORM: hftp://www.,..wheutridge.co.us/forms.aspx?fid=79 �'' �� lC�+� � EZION REQUEST LINE: (303 234-5933 d I � r%2.rL.Ot Occupancy/Tyne Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. 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 Do Not Pour Concrete Prior To Annrnval Of Tha Ahnvm Incrg%,-fi^w%� Underground/Slab Inspections Date Inspector Comments Wall Sheathing Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Annrnval of Tho Ah.,..o Rough Inspections _ i 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 Final Window/Doors r 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. ,tr__ _ For low voltage permits — Please be sure that rough inspections are completed trom the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certi*--ate of Occupancy Is Issued Protect This Car 'he Weather City of Wheat Ridge Residential Roofing PERMIT - 201702563 PERMIT NO: 201702563 ISSUED: 06/26/2017 JOB ADDRESS: 3200 Vance ST EXPIRES: 06/26/2018 JOB DESCRIPTION: Residential Re -roof to install GAF Armorshield asphalt shingles with 23 sq. *** CONTACTS *** OWNER (303)919-2989 LANE CONNIE SUB (303)691-5035 Michael Dye 100355 APEX Roofing Consultants LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,911.00 FEES Total Valuation 0.00 Use Tax 124.13 Permit Fee 140.90 ** TOTAL ** 265.03 *** COMMENTS *** ** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding A/2 -inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€ms 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&#39;s technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201702563 PERMIT NO: 201702563 ISSUED: 06''26/2017 JOB ADDRESS: 3200 Vance ST EXPIRES: 06/26/2018 JOB DESCRIPTION: Residential Re -roof to install GAF Armorshield asphalt shingles with 23 sq. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applica le 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 ermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed�s disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER '"or -'CONTRACTOR (Circliogg�-' Date l / / 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 androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Offcial and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. Dan Schultz 2oc7o�-s'�3 From: no-reply@ci.wheatri dge.co.us Sent: Wednesday, June 14, 2017 3:11 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Danny Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received. 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. Permits are currently being processed within 3-5 business days, subject to change based on volume. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 3200 Vance wheat ridge co 80033 Property Owner Name Connie Lane Property Owner Phone 3039192892 Number Property Owner Email Field not completed. 4 0, G S-, C)_-� Address Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Apex roofing consultants Contractor's License 100355 Number (for the City of Wheat Ridge) Contractor Phone 3036915035 Number Contractor Email Address apexdenverofficeCcDgmail.com (permit pick-up instructions will be sent to this email) Retype Contractor Email apexdenveroffice(a-)_gmail.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing GAF Armour shield Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 23 ✓ material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? -aass. C3 z TOTAL SQUARES of all 23 roofing material for this project Provide additional detail tear off to decking replace with GAF armour shield and pitch here on the description of of4 work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract S:;7 � (1 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Jose Email not displaying correctly? View it in your browser. 3 4BESTMI OF THE ij, Colorado Community Media 7332 South Alton Way, Suite 13K Centennial, CO 80112 Office: 303-691-5035 Fax: 303-265-9725 Customer Co wme / ell,&4 City -- 1 7 ST_ Emai! t? S 4A& 1 Home Ce Mfg. of Shingle ' CGutL �E� d Style /Color c Warranty * Valley cve ' Vents__ Drip Edge 2x2 ` / L Color J Drip Edge 2x4 e-- Color' u Layers 2 Story ney ash Pipe Boots fid, Stepflash j Ice & Water Shield Rows_ ? Size Permit Furnished: XY ❑ N PAYMENT SCHEUDLE '/2 Contract Price Due Upon Signing Balance Due Upon Completion of Each Trade MEM BE3t Date Consultant Estimated Start Date Fi ish Number of Squares Agent SPECIAL INSTRUCTIONS C -01&! y L k90:-- HC4a ( oe hfirs wit 1 fed C4:�_ °3 Debris Removal t`ll�C�uJi `t� t Tax /�Q c Permit jj Overhead/Profit 1.(1�aCZ CGt1 l7 - L TOTA *PLUS PERMIT AND SUPPLEMENTS6✓ 1 � ct✓�t INITIAL Terms: This agreement is for FULL SCOPE OF INSURANCE PROCEEDS and is subject to insurance company approval. This does not obligate client or Apex Roofing Consultants, unless repairs are approved by homeowner's insurance company. By signing this agreement the homeowner authorizes Apex Roofing Consultants to pursue homeowners best interest for all_repairs at a price agreeable to the insurance company and Apex Roofing Consultants at NO COST TO THE CLIENT EXCEPT FOR THE INSURANCE DEDUCTIBLE The final price agreed on between the insurance company and Apex Roofing Consultants shall become the final contract price. The specifications INITIAL are set out herein and on the reverse side hereof to accomplish the replacement or repair. Apex Roofing Consultants is hereby authorized to perform at their discretion all insurance prescribed repairs for the price of full scope of insurance proceeds agreed upon by my insurance company and Apex Roofing Consultants. The terms and specifications stated and special conditions are accepted. THREE DAY RIGHT OF RESCISSION: I have hereby been notified that I may cancel this agreement at any time prior to midnight of the third siness day after the date of this agreement. ACCEPTED BY: DATE: I y 17kONSULTANT DATE: VERBAL COMMITMENTS WILL NOT BE HONORED AND MAKE ALL PAYMENTS O APEX ROOFING CONSULTANTS. THIS AGREEMENT CONSISTS OF THE FRONT AND BACKSIDE OF THIS DOCUMENT. CLIENTS RESPONSIBLE FOR H.O.A. OR COVENANT APPROVAL FOR SHINGLES. *Insured by Pinnacol, Policy #4165472 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax Inspection Type: INSPECTION NOTICE qo� AOF Job Address: O V0 /I cc (- Permit Number: �o % 7 O r� ❑ No one available for inspection. Time I IUB J AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: Inspector: CFO - DO NOT REMOVE THIS NOTICE CITYOF WHEAT RIDGE f �(303) Building Inspection Division(303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION N+ OTICE d Inspection Type: al • Job Address: 3 a O Q L/ (11% A r e �- Permit Number: a 1-7 o ❑ No one available for inspection: Time ► y .-" AM/6I% Re -Inspection required: Yes 6_ �01 When corrections have been made, call for re -inspection at 303 -234 - Date: 9 is Inspector: T{J DO NOT REMOVE THIS NOTICE CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 101928 Issued: 08 /13/10 Stipulations: Interior Remodel This certificate verifies that the building constructed and/ or the use proposed of the building and /or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 3200 VANCE ST Parcel Number: 39- 261 -15 -001 Owner: TCM Assests Contractor: Robert Erickson Best Built Garages 2497 Fairplay Way Aurora, CO 80011 For the Following Purpose: Residential Remodel Code Editions NO change shall be made in the USE of _ 06 ICC /2008 NEC this building without prior notice 2006 ICC /2005 NEC and a new Certificate of Completion 2003 ICC /2005 NEC from the City of Wheat Ridge. Sprinkler System nspector Zoning Administrator IFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 08/13/10 14:38:36 City of Wheat Ridge bp70l -is PERMIT INFORMATION - 101928 PERMIT INFORMATION: Permit #: 101928 Address: 3200 VANCE ST Permit Type: Residential Remodel Parcel Cd: 39- 261 -15 -001 Permit Dt: 08/06/2010 OWNER: Expires: 08/06/2011 Address: City /St /Zip: LAND PARCEL INFORMATION: Zone Cd: Unassigned DO: 1 SetBacks- Front: 0.0 Funct Use: Unassigned Last Zone Dt: Left: 0.0 Subdivision: DIETER Annex Dt: Right: 0.0 Cont Type: Miscellaneous Lot: Block No: 0 Back: 0.0 Legal: JOB DESCRIPTION: Interior remodel FEES QTY DUE PAID: Investigative Fees .00 534.05 534.05 Permit Fee 32,760.00 534.05 534.05 Total Valuation 32,760.00 .00 .00 Use Tax 32,760.00 589.68 589.68 ---- - - - - -- --- - - - - -- 1,657.78 1,657.78 CONTACTS: go CL3 Best Built Garages Robert Erickson 2497 Fairplay Way Aurora, CO 80011 3037620482 owner TCM Assents 3035947458 sub CLB A -Z Plumbing, Inc. Andreas Dickert 13680 Franklin St. Brighton, CO 80602 PARCEL INFORMATION: 10 Structure Type RAND 20 Year Built 1951 30 Property Type REBID PERMIT CONDITIONS: Fees doubled for doing work without permit. KC /JS: Must comply With 2006 IAC, 2005 NEC, and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspection. APPROVALS: REQUIRED INSPECTIONS STATUS: PERMIT NOTES: INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO REQ DT INS DT STATUS 1 COU:Courtesy 02 -1151 08106110 no KC 08/09/10 08/09/10 COMPLETE 2 FRA:Framing Inspection 02 -1151 08/10/10 no KC 08/11/10 08/11/10 COMPLETE 3 BFI:Building Final Insp 02 -1151 06/12/10 no KC 08/13/10 08/13/10 COMPLETE 4 MFI:Mechanical Final 10 -0247 08/12/10 no KC 08/13/10 08/13/10 COMPLETE 5 PFI:Plumbing Final Insp 10 -0247 08/12/10 so KC DS /13/10 08/13/10 COMPLETE Page mmackey ♦ 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: a°.E, /0 9? Job Address: ✓AA&cg ST Permit Number: r€�ig2S i ❑ No one available for inspection: Time AIPM Re- Inspection required: Yes N When corrections have been made, call for re at 303 234 - 5933 Date: Inspector: DO NOT REMOVE THIS NOTICE INSPECTION, RECORD I Occupancy/Type INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. 621_0 , . I Ncl 2 . INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECfDraln Drywall Screw INSPECTOR INITIALS COMMENTS: Footings /Caissons Mechanical tie Stemwall / (CEG) Con Roof J ROUGHS Encased Ground ervice Reinforcing or Monolith >9 bra ctric Weatherproof / French mbing Sewer Service Line s R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. Gas Piping Water Service Lines Rough Mechanical POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Electrical Insulation Plumbing (Underground) Plumbing Drywall Screw Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Mechanical tie Roof J ROUGHS ervice >9 bra ctric Fire Department mbing R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. Gas Piping Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO Framing Electrical Insulation Plumbing Drywall Screw FINALS Electrical Plumbing Mechanical Roof Building Final >9 bra Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ♦ i CITY OF WHEAT RIDGE �-� Building Inspection Division l � (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: 6Vey t Job Address: VFJAeiG s7 Permit Number: /zP/97a ❑ No one available for inspection: Time r3 YS (&kPM Re- Inspection required: Yes No _ "When corrections have been made, call for re inspection at 303 - 234 - 5933 Date: ii Jio Inspecto r.� DO NOT REMOVE THIS NOTICE BEST BUILT GARAGES LLC 32vv V✓� �� �� CJ4 �C� I nggz 4145 S. Lipan • Englewood, CO 80110 • 303 - 762 -0482 Fax 303 - 762 -0657 ♦ i CITY OF WHEAT RIDGE Bwldmg Inspection Division I � (303) 234 -5933 Inspection fine (303) 235 - 2855 Office • (303) 237 -8929 Fax o INSPECTION NOTICE Inspection Type: s ",�4✓ Job Address: 72 Permit Number: 1017, /7 EiW J? : -71 /3%r� a ❑ No one available for inspections Time io'iD 1Ml PM Re- Inspection required: Yes No * When corrections have been made, call for e inspection at 303 - 234 - 5933 Date: , `�'.'�1y Inspect DO NOT REMOVE THIS NOTICE t Y2. a ❑ No one available for inspections Time io'iD 1Ml PM Re- Inspection required: Yes No * When corrections have been made, call for e inspection at 303 - 234 - 5933 Date: , `�'.'�1y Inspect DO NOT REMOVE THIS NOTICE ", r� This notice may be removed ONL by the City of Wheat Ri Building De D ate: B uilding Inspectors City of Wheat Ridge Residential Remodel PERMIT - 101928 PERMIT NO: 101928 ISSUED: 08/06/2010 JOB ADDRESS: 3200 VANCE ST EXPIRES: 08/06/2011 DESCRIPTION: Interior remodel * ** CONTACTS * ** gC 303/762 -0482 Robert Erickson 02 -1151 Best Built Garages owner 303/594- TCM Assests ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0553 BLOCK /LOT#: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 32,760.00 FEES Investigative Fees 534.05 Permit Fee 534.05 Total Valuation .00 Use Tax 589.68 ** TOTAL ** 1,657.78 Conditions: Fees doubled for doing work without permit. KC /JS: Must comply with 2006 IRC, 2005 NEC, and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspection. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicably wit Ridge OrdinancV, for work under this permit. Plans subject to field inspection. Signature of contractor /own / G date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. Signature o£ uilding Official date INSPECT N R QUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUEST MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. iii , of s Plan k Building Inspection Services Division # `C� l 7500 W. 29 Ave., Wheat Ridge, CO 80033 Permit q Office: 303 - 235 - 2855 ° Fax: 303- 237 -8929 Inspection Line: 303 -234 -5933 Building Permit /application 3'ropert Add'gess; ��d© Ila, - -- Property Owner (please print): Phone: &0 3 Mailing Address: (if different than property address) Address: City, State, Zip Corarapfor: l> c i l� u C� Contractors City License #: Phone: Z, 76 2 PuboratraCfiirrs Electrical: Plumbing: Mechanical: City License # City License # City License #, Contract Value: Lyres z.,lsvvCora7nl /n Review Fee (due at time of submittal): SSG. �RGt vc c��G1 ('�Or Squares BTU's Gallons Amps Sq Ft. $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City . of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that 1 have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that 1. am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE ! (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: K, t O-,-- .c -1 "�.�:`1LS.� SIGNATURE: [,fit,_ DATE: - A6 / I tidg Valuation: CERTIFICATE OF OCCUPANCY City of Wheat Ridge 7500 W 29th Ave' Wheat Ridge CO 80033 Permit# 100792 Issued: 07/14/1,0 Stipulations: 20 x 20 Detached Garage This certificate verifies that the building constructed and /' or the use proposed of the building and /or,,premises, under the above permit number and on property described below, I does comply with.the Wheat Ridge Building Code and development 'standards of the zone district in which'it is located and may be occupied. All other licensing; requirements for the City must be met. Site Address: 3200 VANCE ST Parcel Number: 39-2 Owner: Paul Padilla .13489 `Clayton St Thornton CO '80241 Contractor: Tom Saurey `Tuff :Shed Inc. 4500 Grape St. Denver, CO 80214 For the Following Purpose: Res. Garage /Carport Co Editions NO change shall be'made in the USE of: t, 2003 ICC /2005 NEC this building, without pri6txiot.iee 2003 ICC /2002 NEC and a new Certificate of'occupancy 1997 UBC /2002 NEC from the City of Wheat Ridge.. Sprinkler ystem, f. Ch' B 1`ing_Inspector Zoning dministr for CER CATE E-MUST BE POSTED BY FRONT "DOOR OF COMMERCIAL OCCUPANCIES 07/14/10 09:54:32 City of Wheat Ridge Page 1 bp701 -ls PERMIT INFORMATION - 100792 mmackey PERMIT INFORMATION: Permit #: 100792 Address: 3200 VANCE ST Permit Type: Res. Garage /Carport Parcel Cd: 39- 261 -15 -001 Permit Dt: 03/30/2010 OWNER: Paul Padilla Expires: 09/26/2010 Address: 13489 Clayton St City /St /Zip: Thornton CO 80241 LAND PARCEL INFORMATION: Zone Cd: Residential - Duplex DU: 1 SetBacks- Front: 25.0 Funct Use: Single Family Res. Last Zone Dt: Left: 10.0 Subdivision: DIETER Ares Dt: Right: 25.0 Cont Type: Miscellaneous Lot: Block No: 0 Back: 5.0 Legal: JOB DESCRIPTION: 20 x 20 detached garage FEES QTY DUE PAID: Permit Fee 8,400.00 217.50 217.50 Permit fee addition .00 103.61 103.61 Plan Review Fee .00 141.38 141.38 Total Valuation 8,400.00 .00 .00 Use Tax 8,400.00 151.20 151.20 ---- - - 613.69 - - -- --- - - - - -- 613.69 CONTACTS: Owner Paul Padilla 13489 Clayton St Thornton CO 80241 7203275177 sub CL3 Tuff Shed Inc. Tom Saurey 4500 Grape St. Denver, CO 80214 3033998833 GC C4N Tuff Shed Inc. Tom Saurey 4500 Grape St. Denver, CO 80214 3033998833 PARCEL INFORMATION: 10 Structure Type RANC 20 Year Built 1951 30 Property Type REBID PERMIT CONDITIONS: RP: For one- or two - family dwellings, the first twenty -five feet (25 of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. Subject to field inspections. Must comply w/ 2003 IED. APPROVALS: Req Apprv'l Date Approver Note - ------------- - - -- -- -- - - - - -- ---- ------- ------------- - - - - -- ------------------------------------------------------------ Planning 03/30/10 AT REQUIRED INSPECTIONS STATUS: PERMIT NOTES: 03/30/10 Permit approved. See note on driveway requirements. Sent to RP for review 03/30/10 CREATED FROM APPL# 10 -0080 03/22/10 Given to AT for review. INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO REQ DT INS DT STATUS 07/14/10 09:54:32 bp701 -ls PERMIT INFORMATION - 100792 mmackey 1 fot:FOOting Inspection 01 -8278 03/31/10 no rp 04/01/10 04/01/10 COMPLETE 2 mid:Midroof Insp. 01 -8278 04/09/10 no KC 04/12/10 04/12/10 INCOMPLETE 3 mid:Midroof Insp. 01 -8278 04/12/10 no KC 04/13/10 04/13/10 COMPLETE ♦ 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: i ;ti�L loon Job Address: V44&,�: ST Permit Number: ooi6 Gy El No one available for inspection`: Time JL rA -M Re- Inspection required: Yes * When corrections have been made, call for re inspection at 303 - 234 - 5933 Date: 717114 Inspector: e DO NOT REMOVE THIS NOTICE F' C` ( Electrical (Underground) .. ♦ i CITY OF WHEAT RIDGE i -00000 Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: l>,,,r-L Job Address: 1�4,!> ✓z vr_F s'7` Permit Number: rdiGG V n y 7 �rir 1 • e° 7V dtJf r fGrlS�fc r k 9 `f ii 3 f3 ❑ No one available for inspection: Time — Z!L (�DPM Re- Inspection required: es No * When corrections have been made, call for re- inspection at 303 -234-5933 Date: _ >/i /�� Inspector: 7 DO NOT REMOVE THIS NOTICE h 41 City of Wheat Ridge PROJECT VALUATION: ':2,832.00 FEES Fee - 108.30 Residential Roofing PERMIT - 101664 PERMIT NO: 101664 - ISSUED: 07/01/2010 JOB 9ADDRESS: 3200 VANCE ST : EXPIRES: 12/28/2010 DESCRIPTION: T /o: Install 16 sqs of 3 tabs,new felt (15 #)s * ** CONTACTS * ** )wner 303/594-7458 Caren McCoy :C 303/731-9529 10-0198 JFRoofing *- PARCEL :INFO ** ;ONE'. CODE: UA USE: UA :UBDIVISION: 0553 '.BLOCK /LOT #: 0/ SUMMARY ** ESTIMATED PROJECT VALUATION: ':2,832.00 FEES Fee - 108.30 Valuation .00 AL ** AL 50.98 159.28 ea =ai a ons > nails pert shingleis required. Ice dam membrane is required from eave edge to ?' inside exterior walls. Board sheathing with any gap greater than 1/211 requires panel sheathing overlay on entire roof. Sheathing inspection is equired prior to covering.l.Midroof inspection is not required on permits lurchased after 4/18/10. Contractor shall 1provide `ladder `for inspections:. >cheduled inspections that cannot be performed due . to inclement weather must be ;ancelled prior to 8:30 a.m. on the day of inspection or 'a re-inspection fee villbe assessed. I hereby certify that the setback distances proposed by this permit '. application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record;: that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat. Ridge Building Code (I.B.C) and all other.' app icabIs Wheat Ridge Ordin or work under this permit. Plans 'subject to field inspection. Signature of `:contractor /owner .':date Cit of r heat Pj, Date: �CC)mMUNt`IY DfVELOPMGNT Plan # Building & Inspection Services Division permit # 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303- 235 -2855 * Fax: 303- 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application PrtpertyAtla�ess; 3�0� ��2v�c e S� , Property Owner (please print) (�OYp V c 1 Phone: 30 ?j Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: t' R oo .;� \ N a Contractors City License #: Phone: 30 sub- �ontractors3 Electrical: Plumbing: Mechanical: City License # City License # City License # besMfntion 6t y6& pp 1 OF oZ 1 ^dl � rFS a'� G h, 'e y' Contract Value: ke(AI_ / S�wl��p YS 3 -. 1. ayQ 5 Review Fee (due at time of submittal): Squares /to BTU's Gallons 1 Amps Sq Ft. $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants; easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; than am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity . on this application.. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)) / PRINT NA \ 1''A N � O Yt� SIGNA LURR —� ��! o-a � _.Y r�y-� DATE: Bldg Valuation: l x al ev t . j INSPECTION RECORD ro���n� INSPECTION LINE: (303) 234 -5933 1 Inspections will not be made unless this card is posted on the building sita Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPICES PERTAINING TO THIS JOL rr f TION INSPECTIONS DATE I INITIA. S COMMENTS; / Caissons -- ll / (CEG) Concrete; I - f — -- Grou ng or Mon roof /Fren ch Dra rvice 1 : Iles I r vi ce Lines 1 - - - - -- - -- _ POUR No CO NCRETE UNTIL A H- .o _BEEN SIGNED CONCRETE SLAB FLOOR i. Electr (Undergroun —�- - Plumbing (Underground) — �— - - -- -- Heatin (U _1 -- -- DO No "r POUR FL OOR UNTIL ABOVE ­ H AS SIGNED ROUGHS _— Sheathing Lath / Wall tie �- -- -- - - -- Mid -Roof -- -- -- Electrical Service c Rough Plumbi Rough El - - -� i G3 ,5 p - - 7 — - - -- -- Rough Mechanical _ _ -- - - - ABOVE INSPECTIONS TO BE� D PRIOR TO PROCEEDING Framing _ - s ulation Dr ywall . - --- F,� - al g - -— - — ical - -- Buileing Final -- —�- —., - -- - - -- Fire Department - - -- R.O.`N &Drainage - INSPEC!IONS FIR P" ANNING & ZONING, FIRE AND PUBLiCE WORKS Parking . &. Landscaping_._ .. - - - SHOULO BE'( ALLED AT LEAST 'ONE WEEK PRIOR TO FINAL INSPECTION: "NOI E: ALL 17 M1/S7 BE COMPLETED AND APPROVED BY PLANN /N,!=- �'+esce " ' WORKS SEFORI CERTIFICA. >E OF OCCUPANCY IS ISSUED- FINAL INSPEC 7 - - 'ATE AUTNORIZATfC OF A CERTIFICATE OF OCCUP INSPECTION RECORD Occupancy /Type INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. ') �'Cf:llf +C) r lrl /`4Ci '7 -ii - s�ru INSPECTOR MUST SIGN ALL SPACES PERTAINING TO TH16 JOB FOUNDATION INSPECTIONS DATE NSPEC INSPECTOR I COMMENTS: - Footings /Caissons r �,✓ Stemwall / (CEG) Concrete Encased Ground J Reinforcing or Monolithic ROUGHS Sheathing Weatherproof / French Drain ej s .. D d Lath./ W all tie - Sewer Service Lines Mid-Roof Mid -Roo J7 Ja/' Water Service Lines - Electrical Service INSPECTIONS FOR PLANNING S, ZONING, FIRE AND PUBLIC WORKS SHOULD BE CALLED AT LEAST ONE W EE 10 R TO FINAL INSPECTIONS. CONCRETE SLAB FLOOR Electrical (Underground) �Ja Plumbing (Underground) Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS Sheathing Building Final ej s .. D d Lath./ W all tie - Fire Department Mid-Roof Mid -Roo J7 Ja/' R.O.W & Drainage - Electrical Service INSPECTIONS FOR PLANNING S, ZONING, FIRE AND PUBLIC WORKS SHOULD BE CALLED AT LEAST ONE W EE 10 R TO FINAL INSPECTIONS. Parking $ Lan Rough Electric ' "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY ISISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OFA CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. --- - - - - -- Rough Plumbing Gas Pipi ng Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing Insulation Drywall Screw FINALS Electrical �Ja Plumbing Mechanical Roof Building Final ej s .. D �, - Fire Department R.O.W & Drainage - INSPECTIONS FOR PLANNING S, ZONING, FIRE AND PUBLIC WORKS SHOULD BE CALLED AT LEAST ONE W EE 10 R TO FINAL INSPECTIONS. Parking $ Lan ' "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY ISISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OFA CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. --- - - - - -- UCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ♦ i CITY OF WHEAT RIDGE f Building Inspection Division l (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Job Address: _: s� GC r ✓�� c �� Permit Number: /IX� 79c F ❑ No one available for inspection: Time Ill' AMI M Re- Inspection required: Yes No When corrections have been made, call for re inspection at 303 - 234 - 5933 Date: Inspector: DO NOT REMOVE THIS NOTICE ti L , 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: Permit Number: /bC>74.2 ❑ No one available for inspection: Time ' % ; )�PM Re- Inspection required: Yes No 'When corrections have been made, call for re- inspection at 303-234-5933 Date: <l - - I( Inspector DO NOT REMOVE THIS NOTICE s A i CITY OF WHEAT RIDGE 1 ' Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: �dw2 rL Job Address: >cT a) Permit Number: iyo ; I n ❑ No one available for inspection: Time A Uli AMJ M Re- Inspection required: Yes No * When corrections have been made, call for re inspection at 303 - 234 - 5933 Date. , — �f -- /(; Inspector DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L 9 v- i Z Job Address: pct ✓.-U Permit Number: ❑ No one available for inspection: Time M PM Re- Inspection required: / /Yes) No When corrections have been made, calf for re- Inspection at 303 -234 -5933 Date: - J /n Inspector: DO NOT REMOVE THIS NOTICE n A e CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Job Address: ✓ +, r� Permit Number. /OO (.�n ❑ No one available for inspection: Time AM M Re- Inspection required: No "When corrections have been made, calf for re- inspection at 303 - 234 -5933 i Date: 1 1 - P7 - 16 Inspector: DO NOT REMOVE THIS NOTICE le ❑ No one available for inspection: Time AM M Re- Inspection required: No "When corrections have been made, calf for re- inspection at 303 - 234 -5933 i Date: 1 1 - P7 - 16 Inspector: DO NOT REMOVE THIS NOTICE xa, M .tom. „rnw e A 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: SoGk� ✓�c� Permit Number: rl?6 ;Q � / 77 O� .C'.�1�✓ .�r Nom, 'f` l�lrti. /i �'7 No one available for inspection: Time I 1'60 AM /PM Re- Inspection required: Yes No When corrections have been made, caU for re- inspection of 303 -234 -5933 Date: V " '/G Inspector: DO NOT REMOVE THIS NOTICE ® CITY OF WHEAT RIDGE add Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Job Address: / C - Permit Number: ❑ No one available for inspection: Time //.'00 AM/PM Re- Inspection required: es No When corrections have been made, call for re inspection at 303 234 - 5933 Date: Inspector: DO NOT REMOVE THIS NOTICE �v,2 5G✓z�w - ti ♦ ! 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: Mix P60F Job Address: 5 7- Permit Number: /6D79- D No one available for inspection: Time Lys /PM Re- inspection required: YesN When corrections have been made, call for re -inspection at 303 - 234 - 5933 Date: V//3 //.0 Inspector r� T 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: /Wlo4a7F Job Address: Y, V - 57 Permit Number: / 7F1 - A-R t i? ❑ No one available for inspection: Time l .'�� AM M Re- Inspection required: Yes_) No When corrections have been made, call for re- inspection at 303 -234 -5933 Date: _ Inspector: e e DO NOT REMOVE THIS NOTICE s i CITY OF WHEAT RIDGE `00pp#~ Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -cam Job Address: vC y~ ' Permit Number: i i rj ❑ No one available for inspection: Time V,~'~PNI Re-Inspection required: Yes oNo *When corrections have been made, call for re-inspection at 303-234-5933 z, Date: Inspector DO NOT REMOVE MS NOTICE City of Wheat Ridge _r- Res. Garage/Carport PERMIT - 100792 PERMIT NO: 100792 ISSUED.: 03/30/2010 JOB. ADDRESS:, 3200 VANCE ST EXPIRES: 09/26/2010 DESCRIPTION: 20 x 20 detached garage ***.CONTACTS owner 720./327-5177 Paul Padilla sub 303/399-8833 Tom Saurey 01-8278 Tuff Shed Inc. .:PARCEL INFO ZONE CODE: R-2 USE: 'SFR SUBDIVISION:. 0553 'BLOCK/LOT##: 0/ FEE SUMMARY ESTIMATED P E V ON: 8,400.00 FEES Permit Fee 217.50 .(h~'LJ'~ Permit fee additiona 103.61 Plan Review' Fee 141.38 Total Valuation .00 Cl~',.~GV(~u t Use :Tax 151.20 Ely 1=,1L **?TOTAL `613.69 Conditions:` RP: For one-or two-.family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. Subject to field inspections. Must comply w/ 2003 IRC. I hereby certify. that the setback distances proposed by this permit ' application are accurate, and do. not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions. of record; that all measurements shown, and allegations: made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable eat Ridge Ordinances, for work under this permit. Plans subject to field inspection. Signature of contra /owner ;'date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to thee. laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of. the city. 2 This permit shall expire 180 days from the issue date. Requests for an extension must be received 4prior to expiration date An extension maybe grantedat the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of-one half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension orabandonment has not exceeded one :(1) year. If changes`. have been or if suspension or abandonment: exceeds one (1) year,'. full feesf shall be ;paid for anew permit. All pl r ' 'ew is subject to field inspections. igna e Chief Building Official date :N WECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE:: (303)235-2855 REQUESTS :MUST. BE MADE BY 3PM ANY:': BUSINESS' DAY FOR INSPECTION THE'. FOLLOWING: BUSINESS DAY.: Asa, ~ I City of y y i cat lk COMMUNITY`~ ,7~DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 « Fax: 303-237-8929 Inspection Line: 303-234-5933 Building, Permit Application Property Adtlress. E Z06 U-14 Property Owner (please print): ZI~ d 104d.-`IA Phone: 7 ZC' .327 , 517 Mailing Address: (if different than property address) Address: 13~'8- ~~9 y7oy Tlvr7c~ c( C~ oLrt City, State, ip: Ao -/ov( Co 8~Z Contactor: 7tc L-` / S/' 7 C ogoo 01'son Contractors City License Phone: 30S 3 2 2 69 33. Sufi Contractor:; Electrical: Plumbing: Mechanical: City License # City License # City License # ~i Description;=of works' ti Contract Value: ©m $80 = Review Fee (due at time of submittal): Squares BTU's Gallons Amps Sq Ft. $ 1 °I 1 ,90, OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility. for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal. owner of the property. to perform the described work and am also authorized by the legal o of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) r (AUTHORIZED R ESENTATIVE) of (OWNER) (CONTRACTOR) :TCC PRINT NAME: ~y~ SIGNATURE:. DATE: J Jx r ~l{/~n~'fi.i( ors tr ✓ f ccy,r y r » ~ 4$ r ✓ 1 u p3 { DEPi1T ENTUS~r01Yti~rt "i1 ~:n.~F ~/r ''.~`i slr~) o~~ J~ ZONINO COMMENTS '~51~3i ~s,u, ✓ s.u y~,~ N,.s J J ,r t : s a I/' r a > s s r 1-1 N f < y r{ i J r ✓+/rr~ rrJ / ' Trr?re J r 7r✓.JSai jr'1~~ r"fl r' ~ 'JGi l it ~s v r J ra^rJ ze'+,! 2 rJ y ! r f~~ s~ ~ Tr r T r .a, 3 r ~ s //r/,J,- J rTJ I / ~ ,c 1,a`~a lr'' s: / / ; ✓ ✓i a x'+i G .r vi ~6''Nri xr a ,~zzzi r" 1,J '7 ,..n r.a J t. `JJ!r .r r sv J ~ c'" s / ~ ~IS h^e; c. 6' ~ ,zPUBLICWORKS COMMEN7S~ r' J fix ~ ~ ? rx ~ Sr` c5 / ~ i < ti"r y/ ~ jOCCI7Pp,`NCY r Renle (erv ~ r z ~ ti r i i a Jr l ~a ` rrs J' o s r F FIRS DEPART( Q approV~nCS r p~~i` 1geN) rec)Uired s Bldg Valuation. $ l ~c r<~.~ Je_..= J, ld ..,r„.% Jai 03/30/10 15:48:23 City of Wheat Ridge bp340-iq ESTIMATE OF VALUATIONS AND FEES THE FOLLOWING INFORMATION ARE ESTIMATES ONLY AND NOT ACTUAL VALUES. Page 1 mmackey CODE-- DESCRIPTION--- --VALUATION -----FEE ---USE TAX prm Permit Fee 10,819.60 253.90 0.00 rvw Plan Review F 10,819.60 165.04 0.00 (p totva Total Valuati 10,819.60 0.00 0.00 use Use Tax 10,819.60 0.00 194.75 TOTAL VALUATION: 10,819 .60 FEES VALUATION: 10,819 .60 PERMIT FEE: 253 90 USE TAX: 194 . .75 OTHER FEES: 165 .04 l TOTAL FEES: 613 .69 "U z cz T G 3' CLR U Plan Wheat Ridgc Building Department Approved 31 27 ~3dlC~ SUIL FFICIAL ATE Validity of permit: a issuance of a permit or approval of plans, specifications and computations shall not be a permit for, or an approval of, any viofationto any of the provisions of the building code or of any City ordinances. Permits presuming to give authority to violate or cancel the provisions of the - Building codes or other ordinances of the City shall not be valid. - CONTINUOUS FOOTING NOTES 1. SLAB REINFORCEMENT: WWF 6X6 W10xW10 CONFORMING TO ASTM 82 AT MID-DEPTH OFSLAB. 2. TOP OF SLAB' TO BE 6' MIN. ABOVE GRADE. 3. UNDISTURBED NATURAL, COMPETENT SOIL, OR PROPERLY COMPACTED STRUCTURAL FILL. 4. CONCRETE: MINIMUM 26 DAY COMPRESSIVE STRENGTH, Pc = 2500 PSI. 5. REINFORCING STEEL: A615, GRADE 40 OR GRADE 60. B. SEISMIC ZONES 1 & 2: A. ATTACH 2" X 4' PRESSURE TREATED SOLE PLATE TO THE FOOTING USING 1/2" DIAMETER X 10' LONG 'J'ANCHOR BOLTS, NUTS, AND WASHERS. B. ANCHOR BOLTS SHALL BFUMBEDDED AT LEAST 7' INTO THE CONCRETE AND SHALL BE SPACED NOT MORE THAN 4' Ot%, C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SILL PLATE PIECE WITH 1 BOLT LOCATED NOT MORE THAN 121 NOR LESS THAN 7 BOLT DIAMETERS FROM EACH END OF EACH PIECE. TUFF SHED Storage Buildings & Garages #4 REBAR CONTINUOUS TOP BOTTOM 1'-00 MIN 6" `v APPROVED Subject to Field Inspections Wheat Ridge Building Dept. date: 3' ~o FOUNDATION WITH , To Whom It May Concern: 2711 -BJ Freeway Suite 160 The attached truss design drawings referenced below have been prepared b me or 1 800 521 3245 y under my direct supervision based on the design parameters provided by Tuff Shed - - - (ax 912-888-9966 , Inc. and are assumed to be in accordance with the appropriate building code. .w ..glemetal.com Any changes to these parameters and/or information provided on the original truss drawing voids the affected sealed truss drawing and new information shall be submitted to this office for additional review. Listed below are the truss designs included in this package and covered by this seal. Job Name: 551049 - 1002481 L01, T01 Please refer to individual truss designs for specific loading and design criteria. My license renewal date for the state of CO is 11-30-2009 The seal on these drawings indicates acceptance of professional engineering responsibility solely for the truss components shown. It is the responsibility of the building designer as to the suitability for use of each truss listed above.' ~pQ Y1HE4Tq u m c0tORPQO Wheat R Building Department pproved D B LDING OFFICIAL 4TE Validity of permit: The issuance of a permit or approval of plans, specifications and computations shall not has permit for, or an approval of, any violwon to any of the provisions of the building code or of any City ordinances. Pmiils presuming to give authority to violate or cancel the provisions of the APPROVED Subject to Field Inspections Wheat Ridge Building Dept. ` Date: 3 O 10 Signed: Plan checker $"O=0 oC.Evm N C/] gv°~° ;,o y~o EcS~ oC>'S °'O.SQ~ 0 2 ~ow~o O E C v. 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H ,y a > Go ~ }3 m v c c .E ~ o a Y ~s -a A o.m o a v E m bcn c c a d v° w aKi A .3 o a- s w ~Q . 2 v.5o 5eio Wto90o axi~c°9'm N2E n,~a u.«P-«~v' °u°'= E~AC ~N~m E«°~ P°a °a=p ,'oe ',°-c o~"' Pvo =,Tnz - O 3 .v. a D E w 0.°j Z S a U `o U s 2 F `m P N M V V1 ~p r W ~ n 9 aalh ` VJ b W [l] h ww N O M ~O 6: ~ F~ .V+ O d~ n M ~ O W k[-.. x a 3~ in rn U ~ z w o w c 1~l~ a c wJ W ~ dQz0 x a ca ~ a' 7 ~c ma' N r m Cw7 Q F. N y ._4 3 cC m C4 14 m 3z ` a v,~Fw c ~ ~ pp3W r-2 c ~ 00 2p~F 5°' o ~N o Fm aim ~ U vFi ~ + U a m P F W 3 l~ Eagle Metal Trus s: T01 2711 LBJ Freeway JobNarre: 551049 Suite 140 Date: 06/19108 04:44 PM na >@ s n Sysrem Dallas TX 75234 Page: 1 of 1 Verson: 4.W Version: SPAN PITCH QTY OHL OHR CANTL CANTR PLYS SPACING WGT/PLY BRD FT/PLY 20-0-0 4/12 10 0-10.6 0-10.8 0-0-0 0-0-0 1 24 in 63 lbs 40.0 21-9-0 111081 5-4-14 4-7-2 4-02 5-4-14 10.1081 5-4-14 10-0-0 14-0-2 20- 0-0 41T - z 2x 4\ 2x 4/ 3 4 4(12 124 ~Ir m I p 3x 8- 3rS$- r 9 10 Y * Z 4 4 4 3x - 3x - 3x - 0-0- 0-0-0 6-114 6-11-0 6-18 I i 1 6-114 13-0-12 20-0-0 Loading General CSI Summary Deflection L/ 00c) Allowed Load two Bldg Cod, IBC 2006/ TC 0,59(1-2) Vert TL 0.28 in L/834 (7-8) L/180 TCLL: 40 TPI I-2002 BC 0.99(8-I) Veil LL'. 0.18 in L/999 (7-8) L/240 TCDL: 10 Rep Mb, Increase Yes Web: 0.16(3-8) Hox TL: 0.08 in 5 BCLL: 0 D.O.L.: 115'X. BC'DL: 10 Sim lifted 200fl PI:Ja off.,(Jm=xl(N1a)'. 04-14,2-1.0,) (2'.0-0d-11,49.) (34,0,111,0.) (4:0.09-11,49) (44142-1.0.) (64,4,,}8,0.) 010.0,1-12,0.) (8:0.0,35,0) ~i ©Q Reaction Summary . s O~;•O JT Type Br Combo Br WidlhR dBr Width Max React Max Ornv Uplift Max MWFRS lift Max C&C lift Max Uplift Max Horiz 1 Pin ( Wall) 1 3.5 in 2.12 in 1,288 IT, -97 Ibs -561 Ibs -561 IM 6 Ibs 5 H Ill (Wall) 1 3.5 in 2.12 in 1,287 16, -9716, -561 Ibs -561 has Material Sumnt<ary Bracing Summary 39632 • TC HFR22x4 TCBracing: Sheathedorpurlinsat2-8-0,Puilindesignby Others. BC Ills' 2,e 4 Ill Sheathedorpurlinsat66"OC.Pudindesign by Others. We1a 11F N2 2x 4 r OT•• Loads Summary r,C 1) This truss has been designed for die effects of wind loads in accordance with ASCE7 - 05 with the following user defined input 110 mph, Exp en, ' Gable/Hip, Building Category Bit =L00),0\Boll Bldg Dims 25 R x 60 R,It =15fi, End Zone Ti ass, Both end webs considered. DOL=1.60 2) Minimum stooge attic lording has been applied in accordance with IBC 1607.1 Member Forces Summary TffiICinirst.. MOnM N,m'ax CSI. mexacinl fortt(nlaxmnlpr. ro¢cirNR nrmni max xxi:A force) YC I I 9 8 I 2 S -2 0. ]0 -2, 9 >-111 0094 261M 165 lJ O.SJ2 -2505166 BC Sb 9E 248616, (-96]Im) 68 0]96 1,]65166 (-530 His) 8-1 0.985 3,684166 (56]165 wa. 2-S 0063 -55616, " 0.16! 1.1. (171 Its) 3L al. 7821M (3]11651 4fi 0083 Ill Is Notes: 3) When this miss has been chosen for quality assurance iupe0tion, the Plate Placement Medical Per TPI 1-2002/A3.2 shall lu aced. rl 1-In. 11.11 "1 - - m ( 'r r J R w' Eagle Metal _ xoo 1" I r I lb M1 r m to ms by u r. - a i s u r - - ' z>II IBiseM 160 t 23 .u No :n L 4 1 N J 1n Ill a In I -w 6 as foehvclep +xtv 1 ~4nF g1.ry~ri en-N Rrcly a X 4 Oalla4'IX 7 ]5234 Jr ben 10 r1n 'all xmr' nor' nn4uJr env al I V J uc iw. riot l al Isy x11111 M"JW 1M1' ~ CI mr +1 " uul n JJUI'VR X orN IIF pl' M1f NII M1CJ 1'101' nbvmlJ 11mnoNrO.1. rat a.yvAbc n uM FYFg4 NUVI nr(b.... vi lIell+Iwll~w lunikl~a llio pNly b...... rvxl/nrpYn'N hmloNmnw.WM1 Jkcurtuq.ennn ulTfl. W mW19Wk ill, JI m F r it erpm(e ye een6 ve a eY(e n eo-x P mn J1ng rMx,, lln: F MyvnJ vs J T no eenY o " p L vJC'4 i+l x yo(11M1 11 \i\SI/III M fM1va kr?. 7000 .e Eagle Metal Truss: 1,01 2711 LBJ Freeway JobNam: 551049 Suite 140 Date: 06/19/08 04:44 PM m G r a 4 Tonotb ildThh System Dallas, TX 75234 Pam: 1 of 1 Version: 4.03 SPAN PITCH QTY OHL OHR CANTL CANTR PLYS SPACING WGP/PLY BRD FT/PLY 20-0-0 4/12 2 0-10-8 0.10-8 0-0-0 0-0-0 1 24 in 65lbs 41.3 21-9-0 to-1o4a1 10-0-0 10-0-0 0-1043 1 1 10-0-0 20-0-0 4x5. 5 X 2641 241 2x041 2x241 4~ ~4 ,f 281 -om nj 281 4-- 1 It 1] 1 u 3V Yl ' 18 X z zx zx 1 2x 2x I 2x I 2x41 2x 1 a-ou 0-0-0 20-0-0 20-0-0 Loading General CSISummary Deflection L/ (loc) Allowed Load (,so Bldg Cade: IBC 2006/ TC: 0.28(8-9) Vert 31u 0.01 in L/999 (16-1) L/ ISO TCLL'. 40 TPI 1-2002 BC 0.10(9-10) Vert LL 0in L/999 (9-9) L/240 TCDL: 10 Be, Mbr Increase No Web'. den (2-16) H. TL: 0 in 9 BCLL: 0 D.O.IL 115'% BCDL 1. 10 Matrix 06119/2008 ameolus onlxv.nrml: (I:am,a.l.a) (59-0,911.9.) (9414a-[,Q) Reaction Sunmatry Q` • Q p' /''~^~~r~•, T~ g F JT T,,, In (omba Bh Wid1b Max React I C o 1 379 lb ~ Y!' P Arc React Max GavU lift Max MWFRS U lift Max C&CU lift Max lift Max Hot is gry` o 129 i l ~ 0 lu t ans , e p l -5s Its -2131bs -21 has 6 all V Material Summary Bracing Summary TIC HF p2 2a 4 39632 TIC Bracing'. Sheathed or pmlins at 6-3-0, Purlm design by Others. BC AF s2 2 x 4 HFSn f 2 4 Wel BC Boning Sheathed es parlins at 66 " OC, Porto design fty Oth -II tY - a x ls d L S pQ; . oa ummary s 1) This null has been designed for the eRecls of wind loads in accordance with ASCE] - 05 with the following user defined input: I to mph, Expos a E lased, Gabldliip, Building Category B(I=I.Oft, Owmll Bldg Dims 25 ft x 60 ft, 1, =15ft, End Zone Truss, Both end webs considered. DOL=1.60 Member Fore" Summary rrmleiamrrl.ma mrrlo.ur.xcsl.nr.xFxr.Im.r. (rhr.xrernpr. romr;r4ilr nfmrnhnh.. a,ra rorre) TC I]-I 0.106 28165 J4 0114 In an (-J]Ibs) al O,IH 91165 (-4'1651 9.15 0.100 8165 13 0.396 255165 (-1111. 4-5 0.111 0 146165 (-56165) ]-8 0.191 -S7 N5 2d 0.191 -)7165 S6 111 1461hs -561. 8-9 u276 255 as d311bs 6C Y-10 009] 26'165 (3121L) II-12 0028 65 0-14 0025 IlB lbs IS-16 0.059 116165 10-11 0059 1161. 12-13 0.028 x; IIM 10.0 Oo28 110165 16-1 0097 dfi71In (-2121651 \VMS 2-16 009] 4Sl lbs 4-14 a -229165 6-12 0055 4291. 8-la 005] 183115 3-15 0.036 ~16B 165 5-I3 004] -14'165 ]-11 00361661. Notes: 2) Gable requires ecalinar.s baaora chord beorins. 3) Gable webs placed at 24 " OC, UMO, 4) Auoeh gable webs with 2x4 20, plates, UN.0 5) For outof-plane mind loading refer to SCSI-86 published by the WTCA. 6) lwen this n'nss has been chosen for quality assonance inspection, the Plate Placement Method per TPI 1-2002/1 shall be used. a r n- 1 1 " r "n n u t F aN L u h - li' J u' N n ml: lw Ea le Metal " 1 Ik r g i w un MW 6 )uM iuLlY-1 m x( Ix NxxwlLeL rvllylrtw lM1en .r.. 14 Fl xo nm6 JimhlYe .Ixl mk:s .mien N. 9m. nFM1,xn i. 2711 UO FrrM%$I tc 160 L r' k1'oddvLl null nnalnFlLd rv6MLyrv ef=r m' omarewsrtvbnn Danl. Tx 75234 y 1 II r' LJ W, ,M1uA F II M1 f - .FUIIF J4r1 'I n WJ . e Ina, n v.rrnF,k i .1, Ill. - al lt~ - ^ n6xm NnJ a,x 1 ¢I C rrM xl al Ira nv mJl wu lr\ 1 Y e r x.r u AF oh N x fill" 11 I. uxJa lrWheeu l urvhiw Nrp4xk n. 'll L wIIFU.rn md .n m.nruV rlrbN ie WrM1 qo l l uI nnMd is I, mv'kJ m J'Jln aul u.I'll nne,rvxme'mhlnhc o n i .anwn~e or rvro to m6 rtn, nxl Ary ,kM'e 1. wxxmhl ! w.. '111 elm..Id "I ea..-a ^h . r n rv raurv -n-rm*Thrnnno Fnwmy u,a en,.. ,nlaslrzrnxam cmnmr^. ROOFINGFELT_~ NEEREO : 16132-COX PLYWOOD I FIBERGLASS TRUSSES OR 7116. OSB SHINGLES SEE TRUSS DESIGN 15132' COX PLYWOOD OR 7116• OSB FASTEN WITH ad NAILS AT 6' D.C. ' GABLE END TRUSS ~FIBERGLPSS SHINGLES OVER 15 NAIL GABLE TRUSS TO TOP PLATE', LDS FELT SOLID 2x4 BLOCKING WITH 0 1-1 (IF NAIL AT I2.O.C. ` 'STYLE METALRaSHiNG BeTWEENTRUSSES FASTEN 1613Y RATEO DURATEMP - DOUBLE TOP PLATE i OR 3A'SMARTSIDE 7-111.. INTERLOCK AT CORNERS (TYP,) _NAIL SHEATHING TO DOUBLET P ra• PROVIDE SIMPSON H2.6 SHEATHINGOR1"2•COXFOR PLATE WITH 8d COMMON @ 6• TYP. HURRICANE TIES EACH ENO BRICK OR HAftOHSIDE LAP 2x4 STUDS AT 16' OA . O.C. ON EDGE - ' I OF EACH TRUSS EXTERIOR WITH BG NAILS AT 6' O.C. AT ALL EDGES AND 1r O.C. (2)-2x12 HEADER W/ ; AT INTERMEDIATE MEMBERS (2}2 TMMMERSAND (2}2x4 KING STUDS AT EACH END II 2% DOWNSLOPE FORS' MINIMUM ON ALL SIDES (TYPICAL AT SIDE WALLS AND BLANK ENDWALLS) ' 1B T OVERHEAD DOOR STD) FINISHED GRADE ~ - L 2X4 TREATED SILL PLATE _ ' 2w1 STUDS AT 16 O.C. - P. HE RPA E APPROVED 2X4 TREATED SILL PLATE 1- m o C a - mon T Subject to Field Inspections BLANK IDE WALL ELEV 3 !E 'm °a E' S ATION c f y c ~ ? END WALL ELEVATION WITH OPENING Wheat Ridge Building Dept oo= ~ . LL n z ~I+yyat . 3d ld D 1 Q e I6132•COXPLYWOODOR . . 7116 OSS FIBER LASSSHINGLES_ ROOFING FELT- PRE-ENGINEERED TRUSSES Signed: Ian the C Aer. 2x4 GABLE BRACE ATTACHED TO TOP CHORD OF TRUSS AND f, - CONTINUOUS 2x4 BOTTOM - Z 0 6'A/ ot CHORD STIFFENER J ) INSTALL 2x4 BOTTOM CHORD STIFFENER CONTIMIOUS FROM K 3ANCHOR - F 3ANG R- BOLTS MIN. i BOLTS MIN. EA I PKWY? ox / ~ l FOUNDATION BY OTHERS. 2x4 TREATED, _ SLLLPLATE rVJ F W 12' OLA xr ANCHOR BOLTS AT ' 4 41' O.C. STARTING W FROM - CORNERS AND WALWTHROUGH ' DOORS. IT- FROM OVERHEAD DOORS 1x4 GABLE TRUSS TO GABLE TRUSS U' o D CO(OR p00 II I z FORESTRIM of LLxx ° 33 9 2 • aPrwwv: - DOUBLE TOP PLATE INTERLOCK a U o a~ lib Wheat Ridge Building Department I mnWw ATCORNERS(TYPI 2-a6HEADER O -o Z Approved x~ INSz 2%00WNS PE FOR S'-z swat Wmmw ` MINI E ~ iOwaO'a~ z ffi LL0Gt LL y= BUI OFFICIAL d U U,w L _J 3t z Q y 00 -~2-2x6 HEADEft~2X4 TREATED SILL PLATE - .qz Vat * of perm' . The issuance of a permit or approval of plans, specifications aad eomputations shall not he a permit for, oran approval of, any vlolation to w H m' y any of the provisions of th 3 w O LL a 9_a gAyipg~COde or of any City ordinances, z w > i a ng to iv WRY to violate or can cei the provisions of thel ~ 0`- o m m o Buildin SIDE WALL ELEVATION WITH OPENINGS r ordinance If the City shall not be valid. 6CALE,1.•+T+l iA 0"i w 0z, M STRUCTURAL NOTES: C u a 1502'CDXPLYW000ORTN6' ' VF Gas FASTENED TO TRUSS W/ M REFERENCE: 2806 INTERNATIONAL BUILDING CODE AND 21X16 INTERNATIONAL p _ m AT 8' 0.0. I1N ALL EDGES AND 12' \ RESIDENTIAL CODE. AMENDMENTS PER LOCAL BUILDING aJ6a FOR AIL INTERMEDIATE \ DEPARTMENT HAVING JURISDICTION OVER THIS PROJECT, MEMBERS -a^ /rp It MEMBERS ate/ ((I•,,~"t 4- C W N LOAD EXPOSURE C 2x O V NOMINAL BLOCKNG BETWEEN N , HDU2 NOW - TRUSSES FASTEN SHEANG TO \ LUMBER- DOWNS BLOCKING'4ER ROOF NAILING Drawn By. PK REQUIRE NTSTOP 1. ALL LUMBER SHALL BE HIM-FIR GRADE NO.2 OR BETTER WITH A BASE MINIMUM Date: 1228/09 BSTBl6 71, _ ALLOWABLE EXTREME FIBER SENDING STRESS FOR MAMBERS (F8(OF 850 P51 DOUB ChacketlB. ROOFTRUSS EXCLUDING ADJUSTMENT FACTORS FOR USE SRE LOAD DURATION, ENVIRONMENT, ETC- ' ETC_UNLEBS OTHERWISE NOTED Data ATTACH TRUSS TO TOP PLATE - ftevLsatl; p x'~///~ WITH SIMPSON MS HURRICANE DESIGN FOR DESIGN INFORMATION FlevLged; `H' 6 TIES Po A,., 1c:U fn T p PANEL TTT1 2x4 WALL FRAMING AT 16.O.C.° In p, f' STANDARD RANCH WALL PANELS LESS THAN 2'-H DURAT PSIOING OR SMART ~A * c" GARAGE-OVERHEAD 11FASTEN T NAILING .n~•^I-._~ DOOR END WALL L4nl n nl IA/n,Q ..n, NO 11 - ANDTOi PLATE PER NAILING /,o• 6 75.(10' ase;>5' m 6 a aw.nnr zll. . 5' U.E. (PLAT)~' o... am 60 a~o LLI ix ~'-B r-. USE . 'V~ I ]-c~ ;4 113 N Q u it MUM Lai (n W~ I CYO h ObOrA t a. % 0 wO ac) I. ~ ~ ccawpa .c2 2 p ca~°yv t cc Uj 10 ` k --11 T r NN ;I C9Oe c ,~°ooe av ti m oo W o f r v r~ x p W S°o ~o O U C x ..r s. > ~ - -x.^y ~ O Y ~-0 acc i U W 32.3 p -c m v c c M, 141 I- C ~p pLC O b,f'Iyd u .`;~cn me ~R ¢xQ Z }-W Q ~tL_ V 2 4 I a a l ; fig q 3m° ~o -u go. Raft in ° -6 ° co" ~ V r 16.2' 3.9' p WO .aai~° o o 3pp0u °'0 00 iLJ : ~ W~ O I`' C icx; Q 4. C.` ca8a~~°c M W I t, ~cs e £ p W W. F= IQ v ° C . a ° nyb E o c - y Z F- 4 VI I ;I o 15A0' ° u 3- v` m dlf'~'.. w> _,a w ° l i " d b~a~ J ~ O vs. l;j ¢C. W mK+cmo~ ~pUMZ WW i i A~ k Yip o N ti x ❑0 60.00 o EF$' ' - CD Z~ ~ W 0 N~ o d= a a_ d E W W o ~ 0 0~¢ 4~taUcQao m 00 V VANCESTREET M') F~3 O az a.. C It A A t City of Wheat1idge Date: COMMUNITY DEVELOPMENT Plan # Building & Inspection Services Division -7500 W. 29t" Ave., Wheat Ridge, CO 80033 Permif# / r Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building Permit Application Property Adtlrgss;= 3 Z Uo V,,,,,4.-e- C-~ Property Owner (please print): T c- wl 4sse 5 2 tUrr~i Phone: 72-0 -3 Z-t 6-i Mailing Address: (if different than property address) Address: City, State, Zip: Corifractor: License c cc> ( L vuu,,gyvnuvnetWaf Electrical: Plumbing: City License # City License # Descrlptlon ofiwoYk ISIS ^ t~ 0 truer Lk Phone: - 7q r-v ( S'o Mechanical: City License # Contract Value: $ t S 4 v o-eS Review Fee (due at time of submittal): Squares BTU's Gallons Amps ) S U Sq Ft. $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that i have read and agree to abide by all conditions printed on this application and that I assume full responsibility . for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: SIGNATURE: DATE: tREdePnrt7mtEN7' o~pprovedv{/comets~}7~hsapproved~ T7 no~ey`yewgutre Bldg Valuation $ r HE4l,p Gi F ~ u m °otoanoo City of Wheat Ridge Res. Add Structure PERMIT - 060460 PERMIT NO: 060460 JOB ADDRESS: 3200 VANCE ST DESCRIPTION: S' X 9' STORAGE SHED ISSUED: 06/07/2006 EXPIRES: 12/07/2007 CONTACTS OWNER 720/435-9082 HEIDI KLEINER EDWARD CROSS PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK/LOT#~ a/ ESTIMATED PROJECT VALUATION: f~~_ .40 FEE SUMMARY FEES ~s~vAi .00 Ow~I~M!l~OC~fIQ~Of No Fees .00 ~Wms IMPEOVerimaacewing to the * * TOTAL * * emp1(!d OWYld lECllhm fJEVEjnm.....r .~...A~ n eat reaponsibk for itacurate information Comment s: wbmhted wlthin the plan set and any construction errrsraul~i €tP ig~cHL+~I~,lRf~ztion. KS: Shed must be 5' from eastern property lines. Must e pr ` T all corners. Subject to field inspection. I hereby certify that the setback disCances proposed by this permit application are accurate, and do not violate applicable , rules or regulaeions of the City of Wheat Ridge or covenants, easements or restrictions of record; that all ordinancee measurements shown, and allegations made are accurate; thae I have read and agzee to abide by a11 conditions printed on this application and that T assume fu11 responsibility £or compliance with the Wheat Ridge Huilding Code (I.B.C) and all other n. rmit. P1ans subjec[ to field inspection. e Whea Ridge Ordinan es, for work under t is e t n a 81. 4. ~ ~~'l ~ Oco Sig ture f co tractoc/owner applicablef [he d t the 1. This permit was issued in accordance wich the provieions set forth in your ppli.atColion State of Colorado and to the Zoning Regulations and Building Codes of wheat Ridge, ordinances of the City. 2. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days £rom issue date or (H) t e building authorized is suspended or abandoned for a period of 180 days. rovided no 3. If this permit expires, a new permit may be acquired Eor a fee of one-half the amount normally required, p has changes have been or will be made in the original plans and specifications and any suspension or abfudlnfees shallot exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) Year, 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 draina9e pro em. 5. Contractor shall notify Che Building Inepector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of Che job. 6. The iesuance of a permit or the approval of drawings and specifications sha11 not be construedlaW b=ulepormregulatioor an app=oval of, an violat: o rwisions of the building codes or any other ordinance, all plan rev su ctt fiel ections. S Offical date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MCJST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. -Pl(mqt~ 0lo-o0a4 ~f WHEqT ~ City of Wheat Ridge Building Permit Number. ~ ^ Community Development Department oate: rotoano~ ~ .t~.~t e E,a~` ~R~ILDIIVlr M: ITAPPL«fC.ATION Property Owner: ~ ,,.~,,_,,I Property Address:~f~ ~ W ll~C V Phone:7c,~Q~~' - Contractor License No.: NIA Phone6'rQl"TV_., OWNERfCONTRACTOR SIGNATURE DF UNDERS7ANDWG AND AGREEMENT I BuildinaDept. Valuation Figure: $ I hereby certify that the setback distances proposed by this permit application are accurate, and do nobviolate applicable ordinances, ruies or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and ailegations made are accurate; that I have read and agree to abide by all conditions printed on this application and thal I assume full responsibilify for compliancewith the Wheat Ridge Building Code (I.B.C) and all otherapplicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspeVon. (0 W NER)(CONTRACTOR): Use of Space (description): Description of work: Sq. Ft. added ilI im -W& rS Value:$ Pemut Fee:$ Plan Review Fee:$ U e Tax: Total:$ BUILDING DEPARTMENT USE ONLY SIC: Sq. COMMENTS: Approval: ' - ~ Zonuig:. ~ G COMMENTS: Approval: WORKS COAAMENTS: ' Approval: ~ DEPAftTMENTCOMMENTS: Approval: 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: (1) This permitwas issued in accordancewifh the provisions set forth in yourapplication and is subjectto ihe laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicahle 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 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amouni normalty required, provided no changes have been orwill be made in the original plans and speciflcations and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a dreinage problem. (5) Contrador shall notity the Building Inspeclor iwenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the jo6. (6) The issuance of a permit or lhe approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, anyviolaiion ofthe provisions ofthe building codes or any other ordinance, law, rule orregulation. All plan review is subJect to field inspections. Chief Building Official "P\ ~ ~ ~ ~ ~ L ~ r ~ ~ ~ ~ V nm~ f ~ ~ « ~ I~J ~ C U~ l ~ s 'o IA P- Y y, ~ ~ y - ; ~ ~ - -C /f F \ ~ i l- ~ T - , ~ ~ ~ a ~ ~ I ~ d ~ z (I ) Y I i I 19 I~ J ' I ~ ~ ~ r+ ~ r