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HomeMy WebLinkAbout3465 Miller StreetFrom: no-reolvCalci.wheatridae.co.us To: CommDev Permits Subject: Online Form Submittal: PERMIT APPLICATION Roofing Date: Thursday, May 26, 2022 10:13:49 AM CAUTION:This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Report any suspicious activities to the IT Division. PERMIT APPLICATION Roofing THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this property Residential Commercial or Residential? How many dwelling units are on the property? Single Family Home PROPERTY INFORMATION Property Address 3465 miller street Property Owner Name RICH BORGA Property Owner Phone 303-525-5462 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email N/A Address Do you have a signed Yes contract to reroof this property? CONTRACTOR INFORMATION Contractor Business JMW ROOFINGINC Name Contractor's License 060001 Number Contractor Phone 303-935-6119 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email jmwroofinginc@gmail.com Address Retype Contractor jmwroofinginc@gmail.com Email Address Attach City of Wheat 2022-05-25 094407 ndf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" DESCRIPTION OF WORK TOTAL SQUARES of 10 the entire scope of work: Project Value (contract 3750 value or cost of ALL materials and labor) Are you re -decking the No roof? Is the permit for a flat roof, pitched roof, or both? (check all that apply) What is the specific pitch of the PITCHED roof? How many squares are part of the PITCHED roof? Describe the roofing materials for the PITCHED roof: Pitched roof (2:12 pitch or greater) 4-12 10 CERTAINTEED NORTHGATE SHINGLES Type of material for the Asphalt PITCHED roof: Provide any additional addition only detail here on the description of work. (Is this for a house or garage? Etc) 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 Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. jimmy waldner Person Applying for Pe rm it Email not displaying correctly? View it in your browser. From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: Addition to Existing Building Date: Friday, August 27, 20217:44:40 AM Addition to Existing Building THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this Residential or Commercial? Upload Proof of Submission to Sanitation Department Upload Proof of Submission to Water Department Residential - upload Proof of Submission to Sanitation District and Water District Sanitation Submission form.odf PROPERTY INFORMATION Property Address 3465 Miller St Property Owner Name Rich Borga Property Owner Phone 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" 303-525-5462 rich@richborga.com APPLICANT INFORMATION Applicant Name S3 LLC What is your role in the General Contractor project? Wheat Ridge 210177 Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contact Phone Number 720-291-0393 (enter WITH dashes, eg 303-123-4567) Contact Email Address for Plan Review Comments s3IIc3@gmail.com Retype Contact Email s3IIc3@gmail.com Address DESCRIPTION OF WORK Detailed Scope of Work - Provide use of addition (i.e. master bedroom with master bathroom); Indicate mechanical, electrical, plumbing scopes Location of Work Square Footage of Addition Asbestos Report Engineering Letters, Energy Calcs and Other Letter Size Attachments Construction Plans scanned on 11 "x17" or larger Provide Passcode for Plans if locked Living room addition and new covered patio. work to include new electrical in the addition and patio area. extend heating ducts to new exterior walls Addition to the living room and patio cover 288 Addition 528 patio cover 3465 Miller St. Wheat Ridae. CO 80033 - Demolition Inspection Report - F pdf Field not completed. 3465 N Miller Street Permit - 072821.pdf Field not completed. Project Value (contract 158000 Valuation okay 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 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 Rick suer Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. Colorado Department of Public Health and Environment ASBESTOS ABATEMENT NOTIFICATION and PERMIT APPLICATION FORM FEE MUST ACCOMPANY THIS FORM. INCOMPLETE APPLICATIONS WILL BE RETURNED. Single Family Residential Dwelling (SFRD) > 50 LF or 32 SF or a 55 -gal. drum, but <- 260 LF or 160 SF or a 55 -gallon drum Public and Commercial Building, School, and Single -Family Residential Dwelling: > 260 LF or 160 SF or a 55 -gallon drum [ code 200 ] ❑ $0 Courtesy Notice [ code 100 ] ❑ $0 Courtesy Notice [ code 205 ] ❑ $60 Non -Public Access Notice (Opt Out) [ code 105 ] ❑ $80 Non -Public Access Notice [ code 210 ] ❑ $60 Notice [ code 110 ] ❑ $80 Notice [ code 230 ] ❑ $180 30 -Day Permit [ code 130/232 ] ® $400 30 -Day P&C/SFRD Permit [ code 290 ] ❑ $300 90 -Day Permit [ code 190/292 ] ❑ $800 90 -Da P&C/SFRD Permit [ code 265 ] ❑ $420 365 -Day Permit Ir [ code 165/267 ] [:1 $1200 365 -Day P&C/SFRD Permit [ code 180/280 ] ❑ $55 Notice or Permit Transfer [ code 177 ] ❑ $80 Phase of Multiple Phase Permit # Ok\Nheat U`,,, `acv a Submit form to - Permit Coordinator Colorado Dept. of Public Health and Environment APCD-IE-B1 4300 Cherry Creek Drive South Denver, CO 80246-1530 Phone: 303-692-3100 Fax- 303-782-0278 asbestos@state.co.us Abatement Contractor Abatement Site Building Owner Company Name Building Name Owner Name Clear Developments, LLC SFRD RICH BORGA Street Address Specify location in the building where work will take place (e.g. floor, room, wing, etc.) Contact 10730 Worchester Way MAIN LEVEL LIVING ROOM RICH BORGA City State Zip code Street Address Street Address Commerce City CO 80022 3465 MILLER ST 3465 MILLER ST Telephone # Fax # City County Zip code City State Zip code (303) 317-7981 ( ) WHEAT RIDGE JEFFERSON 80033 WHEAT RIDGE CO 80033 Project Supervisor CO. Cert # Building Contact Cell Phone # Telephone # Fax # LUIS CHAVARRIA 17510 RICH BORGA (720) 291-0393 (720) 291-0393 ( ) Project Personnel Project Information Disposal Site CO Project Mgr. Name Start Date End Date Landfill Name 04/18/22 04/22/22 DADS Landfill Cell Phone # CO Project Designer # Start Time End Time Street Address ( ) 8:00 AM PM AM 5:00 PM 3500 S. Gunclub Rd. CO Project Designer Name Check the day(s) of operation: Su M Tu W Th F Sa City State Zip code ❑ ® ®® ®® ❑ Aurora CO 80018 Cell Phone # CO Project Designer # Emergency? Type of ACM: TSI, Texture, VAT, etc. CDPHE Use Only ( ) Y❑ NO DRYWALL MATERIAL Consulting Firm Name Registration # Linear Feet / Type Square Feet / Type 55 gal. Drums Postmark or Delive IRECEIVED APPROVED Rex Environmental 23959 By SEK at 4:33 pm, Jan 10, 2022 �By SEK at 4:33 pm, Jan 10, 2022 A.M.S. Name Form of Payment & # PM req'd? Josue Iniguez 450 SQ FT OF DRYWALL 180267624- $400 Y N W Cell Phone # CO A.M.S. Cert # Permit # Record # Date Issued: 30 3 3500-2986 20216 Please describe below the work practices and procedures to be employed in conducting the abatement of asbestos. BE SPECIFIC. Indicate type(s) of ACBM to be abated (e.g. VAT, ceiling tile, TSI, etc.). Use another page if necessary. Clear Developments will be removing approximatley 450 SQ FT of drywall material located in the main level living room under a full containment. The drywall material will be removed using hand tools such as hammers and pry bars while maintaining the material adequately wet throughout abatement using amended water and an airless sprayer. All waste will be properly labeled and transferred into an asbestos landfill. APPROVED 1 By SEK at 4:34 pm, Jan 10, 2022 Form: AANPA08 Rev. 01/30/2008 BUILD ENVIRONMENTAL CCN9LILTING V� DEMOLITION ASBESTOS INSPECTION REPORT 3465 Miller St Wheat Ridge, CO 80033 8/19/2021 Prepared for: S3 LLC Rick Suer 3440 Youngfield St, #405 Wheat Ridge, CO 80033 720-291-0393 s3llc3@gmail.com Prepared by: BuildSafe Environmental, LTD CDPHE Asbestos Consulting Firm # ACF - 25602 303 S Broadway, Unit 200-239 Denver, CO 80209 Contact@BuildSafeEnviro.com (720) 598-0600 303 S BROADWAY, 200-239, DENVER CO 80209 WWW.Bu ILOSAFEENVIRO.COM V s '�,9o,Uble of Contents Section 1 Inspection Project Summary 1.1 Homogenous Areas in Work Scope Table 1.2 Summary of Asbestos Samples & Laboratory Results 1.3 Sample Location Photo Mapping Section 2 Results and Recommendations 2.1 Post -Renovation Asbestos Containing Materials Notice (if identified) 2.2 Photo Log of Asbestos Containing Materials (if identified) Section 3 Project Overview Section 4 Asbestos Inspection Procedure 4.1 Suspect Asbestos Containing Building Materials 4.2 Sampling and Laboratory Analysis Section 5 Conclusion 5.1 Limitations Appendix A - Laboratory Report and Chain of Custody Form List of Acronyms ACM Asbestos Containing Materials G Good D Damaged SD Significantly Damaged F Friable NFI Non -Friable Category I NFII Non -Friable Category II NA Not Analyzed ND None Detected EA Each LF Linear Feet SF Square Feet Trace <_1% by Point Count or Composite ACM ACM (>1% asbestos) ID Homogenous Material Identifier Homogenous Material Types - Reference List Surfacing Material TS Textured Surfacing PL Plaster CMS CMU Sealant SOF Spray -on Fire Proofing Thermal System Insulation DT Duct Tape/Wrap PI Pipe Insulation Miscellaneous BBA Baseboard Adhesive CA Carpet Adhesive CDW Composite Drywall CT Ceiling Tile DW Drywall FTM Floor Tile Mastic MA Miscellaneous Adhesive MS Miscellaneous Sealant OT Other Material RSG Roof Shingle RSH Roof Sheeting RSL Roofing Sealant SVF Sheet Vinyl Flooring WG Window Glazing 10,Nhear a:. D ��%,,,, cction 1 Inspection Project Summary Job ID: 210813-8 Date: 08/13/21 Client: S3 LLC Name: Rick Suer PROPERTY DETAILS Site Address: 3465 Miller St Wheat Ridge, CO 80033 Property Type: SFRD Inspector: Blake Weise CO. Cert #: 17817 Build Date: 1963 Reno. Dates: N/A INSPECTION DETAILS Service Type: Demolition ACM AHERA/Reg 8 Reason: Demolition Service Scope: Affected Areas: Living room Potential Spill Identified? No Scope Notes: Test materials to be affected by addition on living room SAMPLE NOTES Laboratory: Reservoirs NVLAP #: 101-896-0 1.1 Homogenous Areas in Work Scope Table Partial Demolition Lab TAT: Priority # Samples: 13 ID Material Code* # of Samples Material Description Functional Space(s) Quantity in Scope 1 TS 3 White orange peel texture Living room 400 SF 2 CDW 2 TJC w/ white orange peel texture Living room 400 SF 3 OT 2 Attic insulation Attic 250 SF 4 RSG 2 Shingle roofing Roof 500 SF 5 OT 2 Red brick and mortar Exterior 200 SF 6 MS 2 White window/door sealant Exterior 2 EA 7 8 9 10 11 12 13 14 15 16 17 18 19 20 10 W hear a.. D �`,'a go,,A.l2 Summary of Asbestos Samples and Laboratory Results Sample Code ID Bulk Sample Locations Material Condition Friability Category Analytical Results TS 1-1 1 Living room, ceiling, 4' f N, 4' f E G F 2% Chrysotile TS 1-2 1 Living room, ceiling, 6' f S, 3' f W G F 2% Chrysotile TS 1-3 1 Living room, W wall, 10'f S, 1' up G F 2% Chrysotile CDW 1-1 2 Living room, SW corner, 4' up G NFII ND CDW 1-2 2 Living room, W ceiling corner, 8'f N G NFII 2% Chrysotile OT 1-1 3 Attic, 1' W of access hatch G F ND OT 1-2 3 Attic, 1' N of access hatch G F ND RSG 1-1 4 Roof, NE corner of patio G NFI ND RSG 1-2 4 Roof, SE corner of patio G NFI ND OT 2-1 5 Exterior, W side, N edge patio window, 6' up G F ND OT 2-2 5 Exterior, W side, S edge patio window, 8' up G F ND MS 1-1 6 Exterior, W side, N edge patio door, 5' up G NFII ND MS 1-2 6 Exterior, W side, N edge patio window, 6' up G NFII ND 1.3 Sample Locations Photo Mapping Liuivj Room 0t Nheal Ria v _ W "'%PD,Section 2 Results and Recommendations Asbestos -containing building materials have been identified within the affected area(s) of the Site Address. Any repair, removal or other activities that will disturb asbestos -containing materials must be performed by a certified and licensed asbestos abatement contractor in accordance with applicable federal, state, and local regulations. Any friable suspect asbestos -containing materials identified as having trace (<_1%) asbestos through laboratory visual estimation must be considered to be an asbestos -containing building material. Further analysis may be performed on friable materials having a visual estimate of 51% by point counting, which is a more quantitative analysis of the material. Any work performed on asbestos -containing building materials and/or trace asbestos -containing building materials is subject to OSHA regulations, including but not limited to: hazard communication, asbestos construction industry, general construction industry, and respiratory protection standards. Worker exposure assessments are part of the asbestos construction industry standard and include excursion limits and 8 -hour time -weighted permissible exposure limits which, if exceeded, may require additional engineering or administrative controls to properly protect workers engaged in activities that may damage or disturb materials which contain asbestos. o Wnear R6 U i Y rt e`� somal Post -Renovation Asbestos Containing Materials Notice As BuildSafe understands it, the abatement of ACM(s) identified in this report is limited to the Affected Area(s) and Work Scope Notes provided and ACBM(s) will remain post -renovation (See section 1 Inspection Project Summary). Any remaining ACBM(s) will be accessible with the potential for disturbance and/or damage from material contact, vibration and/or air erosion. The CDPHE has requested that all property owner(s) and site contractors be notified of the ACBM(s) to remain post -renovation. BuildSafe kindly requests that the Client or Project Manager assist with notifying all parties involved. 2.2 Photo Log of Asbestos Containing Materials The following material(s) contain(s) greater than 1% asbestos: The white orange peel texture drywall in the living room of the home. Section 3 Project Overview BuildSafe Environmental, Ltd. (BuildSafe) was contracted by the client to perform an asbestos inspection (inspection) at the above referenced "Site Address". The inspection was conducted by an Environmental Protection Agency (EPA) accredited and Colorado Department of Public Health and Environment (CDPHE) certified Asbestos Building Inspector. The inspection was performed at the direction of the client's scope of work and only includes those materials, locations, and quantities specified in the "Homogenous Areas in Work Scope Table". The client is planning demolition activities that will disturb suspect Asbestos Containing Building Materials (ACBM) at the Site Address. CDPHE Air Quality Control Commission Regulation No. 8, Part B — Asbestos (Reg 8) requires that all suspect ACBMs be properly inspected and sampled by certified personnel prior to conducting any demolition activities that will disturb the suspect ACBMs. All samples were analyzed by a laboratory accredited under the National Voluntary Laboratory Accreditation Program (NVLAP). The CDHPE has established the following trigger levels for different types of properties, which specify how suspect and confirmed ACBMs are inspected and subsequently abated: • With regard to single-family residential dwellings (SFRD), the trigger levels are 50 LF on pipes, 32 SF on other surfaces, or the volume equivalent of a 55 -gallon drum • With regard to all areas other than SFRDs, the trigger levels are 260 LF on pipes, 160 SF on other surfaces, or the volume equivalent of a 55 -gallon drum The purpose of the inspection was to identify, visually inspect, and sample all accessible suspect ACBMs at the Site Address. Demolition inspections often require destructive sampling to locate and sample all suspect materials that may be under or behind other building components, or otherwise hidden from view or at least to rule out their existence. Therefore, it is advised that the building be empty or at least unoccupied during the inspection (with repairs made prior to re - occupancy). Inspection reports for demolition containing sentences suggesting inaccessibility of rooms or materials will result in denial of the Demolition Notification Application Form. The inspector is required to and is responsible for inspecting all reasonably accessible areas where suspect material may be present. Section 4 Asbestos Inspection Procedure The inspection procedure was conducted in accordance with EPA Asbestos Hazard and Emergency Response Act (AHERA), the EPA Pink Book, CDPHE Reg 8, and applicable Occupational Safety and Health Administration (OSHA) guidelines and regulations. These regulations specify requirements and protocols for conducting asbestos inspections, sample analysis, and asbestos abatement. 4.1 Suspect Asbestos Containing Building Materials Homogenous Material Types The inspection involved identification and sampling of accessible suspect ACBMs at the Site address. Suspect ACBMs were grouped into homogenous materials based on color, texture, and date of application. Homogenous materials were given distinct codes (CDWO1, FTCO2, TS05, etc.) based on the type sequence of the homogenous material. Details about the size, color, condition, friability, quantity, location within each functional space and other important details for each homogenous material were reported as part of the inspection. Homogenous materials are grouped into one of three categories based on intended use: 1. Surfacing Material — material that is sprayed on, troweled on, or otherwise applied to surfaces, such as acoustical plaster on ceilings and fireproofing materials on structural members, or other materials on surfaces for acoustical, fireproofing, or other purposes. 2. Thermal System Insulation — material applied to pipes, fittings, boilers, breeching, tanks, ducts, or other interior structural components to prevent heat loss or gain, or water condensation, or for other purposes. 3. Miscellaneous Materials — interior building material on structural components, structural members or fixtures, such as floor and ceiling tiles, and does not include surfacing material or thermal system insulation. Homogenous Material Friability Each homogenous material was given one of the three following friability categories defined by the EPA and CDPHE: 1. Friable Material — materials that can be crumbled or reduced to powder by hand pressure. 2. Category I Non -friable Material — materials that cannot be crumbled or reduced to powder by hand pressure including resilient floor coverings, gaskets, packing materials and asphalt impregnated roofing materials. 3. Category II Non -friable Materials — all other materials that cannot be crumbled or reduced to powder by hand pressure that do not include category I non -friable materials. Homogenous Material Condition Each homogenous material was given one of three condition categories based on visual observation defined by the EPA and CDPHE: 1. Good Condition — No visible signs of damage were observed during the inspection. 2. Damaged Condition — Visible signs of damage less than ten percent spread over the entire material or twenty five percent localized. 3. Significantly Damaged Condition — Severe damage greater than ten percent spread over the entire material or twenty five percent localized. 4.2 Sampling and Laboratory Analysis Sample Collection Bulk samples of each suspect homogenous material were collected randomly throughout the homogenous material area within the Site Address. Bulk samples were sampled all of the way through the material so that all associated layers within each homogenous material are represented. Bulk samples were placed in closeable sample bags and then labeled with a permanent marker with distinct sample identifiers (e.g., CDW1-1, FTC2-1, MISC2-3, etc.) for transport to the laboratory. Sample locations and photographs of the homogenous materials were also collected at this time during the inspection. Sample quantities of each homogenous material were collected based on material type and quantity detailed in the following table as required by regulation: Homogenous Material Quantity Minimum Number of Type Samples 0 to <1,000 SF 3 Surfacing material 1,000 to 5,000 SF 5 >5,000 SF 7 Thermal System Insulation Each Material 3 Patch < 6 LF, SF 1 Miscellaneous Material Each Material 2 Laboratory Sample Analysis Bulk samples were submitted to the laboratory along with a completed chain of custody form to the above listed NVLAP accredited laboratory for analysis by polarized light microscopy (PLM) techniques per EPA methodology (EPA -600/M482-020, Dec. 1982). Microscopic visual estimation was used in obtaining the percentage of asbestos within each layer of the bulk samples. Asbestos Containing Building Materials EPA and CDPHE both define an asbestos containing building material (ACBM) as a material which has an asbestos content of greater than one percent. In the event that a friable material is estimated to contain "trace" or between zero -to -one percent, that material must undergo a point - count analysis by the laboratory to confirm that the material is trace asbestos -containing. Further, if a point count analysis is performed on a bulk sample, the point count result takes precedence over the visual estimation result. See appendix A for laboratory report and chain of custody documents. Section 5 Conclusion BuildSafe has performed an asbestos inspection of the dwelling/facility located at the Site Address for the purposes of demolition. Through visual inspection and laboratory analysis of bulk samples collected at the Site Address, BuildSafe recommends hiring a certified general asbestos abatement contractor to remove all regulated ACBMs that may have been identified within the scope of work. Non-regulated ACBMs may remain in the building during demolition given that they do not become friable as a result of the demolition technique. See sections 1 and 2 of this report for information regarding inspection scope of work, suspect ACBMs, confirmed ACBMs, sample information and laboratory analysis results. Prior to demolition or removal of any load-bearing member within the Site Address, a signed demolition permit must be submitted to the CDPHE 10 working days before the scheduled demolition. The demo permit signing is usually scheduled with a follow up inspection after all regulated ACBMs are removed from the Site Address. Post -Demolition Asbestos Containing Materials Notice The demolition and/or removal of ACM(s) identified in this report is limited to the Affected Area(s) and Work Scope Notes described. Any ACBM(s) that remain in place after abatement activities may be accessible with the potential for disturbance and/or damage from material contact, vibration and/or air erosion. The CDPHE has requested that the property owner(s) and site contractor(s) be notified of ACBM(s) to remain in place post -abatement activities for the health and safety of workers and occupants that may be onsite during rebuild phase activities. BuildSafe assumes that the Client named in this report will be responsible for notifying all proper parties involved. 5.1 Limitations General Comments and Limitations Reasonable effort was made by BuildSafe to locate and sample accessible suspect ACBMs within the Site Address. However, for any structure, the existence of unique or concealed suspect ACBMs is a strong possibility. BuildSafe only inspected and collected suspect ACBM bulk samples in the areas that the inspectors could reasonable access. This demolition asbestos inspection report is only valid for the materials and locations detailed in sections 1 and 2 of this report. Due to the nature of this inspection, this report cannot be used for the purposes of estimating the cost or scope of work for any abatement. Any abatement quoting and/or estimating must be inspected and determined by the abatement company directly. If any suspect ACBMs are encountered during the demolition of the Site Address that are not listed in sections 1 and 2 of this report, those locations must be properly inspected and sampled by qualified personnel prior to disturbance of suspect ACBMs. Any subsequent abatement of ACBMs must be performed in accordance with all federal, state and local regulations pertaining to abatement, transport, and disposal of ACBMs. The asbestos inspection was conducted in a manner consistent with the level of care and skill exercised by professionals of the asbestos inspection profession. The results, findings, conclusions and recommendations expressed in this report are based on conditions observed during our demolition inspection. The information contained in this report is relevant to the date on which this survey was performed, and should not be relied upon to represent conditions at a later date. This report has been prepared on behalf of and exclusively for use by the client for specific application to the project as discussed. Contractors or consultants reviewing this report must draw their own conclusions regarding further investigation or remediation deemed necessary. BuildSafe does not warrant the work of regulatory agencies, laboratories or other third -parties supplying information which may have been used in the preparation of this report. No warranty, express or implied is made. Sincerely, Blake Weise BuildSafe Environmental, LTD 303 S Broadway, Unit 200-239 Denver, CO 80209 970.389.5572 Blake@BuildSafeEnviro.com 10 W hear a.. U � �ng plss�' Appendix A Laboratory Report and Chain Of Custody Form etW he l ° R, � ��� me Emwrveoareerm,mm �mwrre��ai owenmim�a���Emmm�m=�miwrva��azpm RrEll Reservoirs Environmental, Inc. August 18, 2021 Subcontractor Number: Laboratory Report: RES 502840-1 Project #/P.O. #: 210813-8 Project Description: 3465 Miller St, Wheat Ridge, CO 80033 Blake Weise BuildSafe Environmental 303 S. Broadway #200-239 Denver CO 80209 Dear Blake, Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA LAP, LLC), Lab ID 101533 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively. Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table. The results have been submitted to your office. RES 502840-1 is the job number assigned to this study. This report is considered highly confidential and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than those of the client. The results described in this report only apply to the samples analyzed, as received by the customer. This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. If you have any questions about this report, please feel free to call 303-964-1986. Sincerely, ovLiu wenong Jeanne Spencer President DATA OA 0i ) wa1 1� 6 �s®1��n�eP;GoeC21e w me�wrsiFw �1ma �rmai oS N hei ,A Reaemol�S�rvlronmedal, Inc U ,01atrcoirsQvironmertal QAManual Iq :�Pr RESERVOIRS ENVIRONMENTAL, INC %,,91:021 NVLAP Lab Code 101896-0 AIHALAP, LLC. LAB ID 101533 TABLE: I ANALYSIS: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: Client: Client Project/P.O.: Client Project Description: Date Samples Received: Analysis Type: Turnaround: Date Samples Analyzed: RES 502840-1 BuildSafe Environmental 210813-8 3465 Miller St, Wheat Ridge, CO 80033 August 13, 2021 EPA 600/R-93/116 - Short Report, Bulk Priority August 18, 2021 Nledrve oaober os, 2020 vonmental OA Manual pdi NA = Not Analyzed NR = Not Received ND = None Detected TR=Tral<1 %Visual Eiimaie TrainAct= Tremolite-Actinolile Laboratory Sample ID L A Sub Asbestos Content Non- Asbestos Non - Fibrous Y Physical Part Mineral Visual Fibrous Components E Description Estimate Components Client Sample Number R (%) (%) (%) (%) 502840- TS 1-1 A Off white compound 5 Chrysotile 2 0 98 B White/yellowpaint 20 ND 0 100 C Tan/white drywall 75 ND 70 30 502840 - TS 1-2 A Off white compound 7 Chrysotile 2 0 98 B White/yellowpaint 38 ND 0 100 C Tan/white drywall 55 ND 75 25 502840 - TS 1-3 A Off white compound 7 Chrysotile 2 0 98 B White/yellowpaint 23 ND 0 100 C Tan/white drywall 70 ND 65 35 502840- CDW 1-1 A White tape 7 ND 95 5 B White compound w/ white paint 13 ND 0 100 C White joint compound 15 ND 0 100 D Tan/pink drywall 65 ND 20 80 • TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1 %. • Only compound, tape and wallboard layers are used in the calculation of a composite result. (303) 96o-1986 sem Logan S, suite 100, power, Co 80216 www. rehab. com (8 66) RESI£Nv Paget of a Mipo Hdientsrehab. mm oS N hei = Not Analyzed ,A Reaemol�S�rvlronmedal, Inc U ,01atrcoirsQvironmertal QAManual = Not Received :�Pr = None Detected Iq � RESERVOIRS ENVIRONMENTAL, INC %,,91:021 NVLAP Lab Code 101896-0 Physical AIHALAP, LLC. LAB ID 101533 TABLE: I ANALYSIS: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: Client: Client Project/P.O.: Client Project Description: Date Samples Received: Analysis Type: Turnaround: Date Samples Analyzed: RES 502840-1 BuildSafe Environmental 210813-8 3465 Miller St, Wheat Ridge, CO 80033 August 13, 2021 EPA 600/R-93/116 Priority August 18, 2021 Short Report, Bulk Nledrve oaober os, 2020 vonmental OA Manual pdi NA = Not Analyzed NR = Not Received ND = None Detected TR=Tral<1 %Visual Eiimaie TrainAct= Tremolite-Actinolile Laboratory Sample ID L A Sub Asbestos Content Non- Asbestos Non - Fibrous Y Physical Part Mineral Visual Fibrous Components E Description Estimate Components Client Sample Number R (%) (%) (%) (%) 502840- CDW 1-2 A White/yellow paint 5 ND 0 100 B Off white compound 5 Chrysotile 2 0 98 C White tape 5 ND 95 5 D Off white joint compound 7 Chrysotile 2 0 98 E Tan/white drywall 78 ND 17 83 Composite 0.25 502840- OT 1-1 A White/multi-colored insulation 100 ND 90 10 502840- OT 1-2 A White/multi-colored insulation 100 ND 90 10 502840- RSG 1-1 A Black resinous tar 5 ND 0 100 B Black shingle 35 ND 10 90 C Gray/multi-colored shingle 60 ND 12 88 502840- RSG 1-2 A Black resinous tar 3 ND 0 100 B Black shingle 32 ND 10 90 C Gray/multi-colored shingle 65 ND 12 88 • TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1%. • Only compound, tape and wallboard layers are used in the calculation of a composite result. (303) 96o-1986 sem Logan S, suite 100, power, Co 80216 www. rehab. com (8 66) RESI£Nv Page of a Mipo Hdientsrehab. mm o�Wne � RES 50284111 ti� �3cervos$����moatim��ai BuildSafe Environmental Client ProjecUPO.: 210813-8 Client Project Description: RESERVOIRS ENVIRONMENTAL, INC %ing August 13, 2021 of of Lab Code 1018960 Turnaround: AIHA LAP, LLC. LAB ID 101533 TABLE: I ANALYSIS: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 50284111 Client BuildSafe Environmental Client ProjecUPO.: 210813-8 Client Project Description: 3465 Miller St, Wheat Ridge, CO 80033 Date Samples Received: August 13, 2021 Analysis Type: EPA 600/R-93/116- Short Report, Bulk Turnaround: Priority Date Samples Analyzed: August 18, 2021 mean mm owanmim�a���ammi,,e�mlakMd don NA Laboratory Sample ID L A SubAsbestos Asbestos Content Non- Non - Fibrous Laboratory Sample ID L A SubAsbestos Asbestos Content Non- Non - Fibrous Y Physical Pan Mineral Visual Fibrous Components E Description Estimate Components Client Sample Number R (%) (%) (%) (%) 502848- OT2-1 A Gray mortar 25 ND 0 100 B Red brick 75 ND 0 100 502848- OT2-2 A Gray mortar 10 ND 0 100 B Red brick 90 ND 0 100 502840- MS 1-1 A Gray resinous material 100 ND 0100 502848- MS1-2 A White resinous material 100 ND 0 100 TEM Analysis recommended for organically bound material (i is floor tile) it PLM results are <1 %. Only compound, tape and wallboard layers are used in the calculation of a composite result. �Llo Wenlong Analyst www lia6 e®lwwn,c0e216 as;wrsiFsv mama �Ve mlk aam O ghoatq ti �I:-'6�m nmenalwrv§nual a�a ngG�� pT Reservoirs Env/ronmenta/, /nc. RES Job #: 502840 EG BY INVOICE TO TINFORMATION SERIES Company: BUIIEAM Enolronmemal Company: BUIICSaM Emlronmentll Conbct. Blake Weise -0 PLM Pnomy Atltl�ess 3935. BrwEwaY NAU43° ...�...1...�...�...�...�...�...�...�...�...�...�...�...�... Atltl�ess 3038.BroaevsYX3�3'>° �...�..:�...�...�...�...�...�...�...�...�...�...�...�...�... PM1one (990)399-5513 ...�.:.�...�...�...�...�...�...�...�...�...�...�...�...�... �1� � � �_ 9 9 � e s , � ®g � ��"a� � � Fv � hnoeq CO B)T3a hnoeq CO B)T3a Cell. 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B...+._I�_0fl113R1...I}..�.._..._..._..._..._..._... 10 2-1 %.�II 11 OT 3-3 %J�—..._J—.y.�...+�..._...._�..y...._...._....}....y... I+...+II I+.._I}.. ._....+.�.._y...=...�._4�0fl113R1...1 ..�.._..._..._..._..._..._... 12 MS l-0 % i B i 0flM13Rl i a�a���w o���alnae 3.=9���9,ol.�ewmoa�.reo��mk �� ����km�o�olNehlk.��emo�ro,����a�s��b��,�o�N��a��ol��n.=nallw �� Relingolshed Bye iyoa>e.�io�iv �81eke Weise Date/Time.OB/1WROR110:31 :08 Sample (,bnditio¢Accep,eble Received By: Y���, Jessica Sbapiro Date/Time.OB/1WROR110:%:Ra Carrier: Hentl tmslma-itec cam w9en rwemlc I�IP9mFrvv 9ejel on nnyvmlenmrellmmm � W heat U~ R m B`11'.19 LORI' 07 December 2021 Rick Suer s3llc3@gmail.com 720-291-0393 AO J2.qW 26 ENGINEERING Dan Canda, P.E. J2.26 Engineering 6937 W 83rd Way Arvada, CO 80003 dcandaAJ 226engineering. com (720) 937-2055 RE: Addition Structural Review for 3465 N Miller St J2.26 Project #: 21278 Rick, J2.26 engineering has reviewed and commented on the provided drawings for conformance to all structural requirements. Based on our review, and with the addition of J2.26 engineering comments and attached details, the building as described in the drawings meets or exceeds all structural building requirements as required by local and state building codes. J2.26 Engineering comments may be viewed on the electronically stamped file: "21278 — 3465 Miller Street — Reviewed for Construction — 120721.pdf' The design criteria for the project at the location above is as follows (Wheat Ridge "Quick Codes" attached for reference): • Design Criteria 0 2018 IRC with local Wheat Ridge amendments o Roof Live Load: 20 psf o Floor Live Load: 40 psf o Ground Snow Load: 30psf non-reducible o Minimum Roof Snow Load: 30psf o Wind Load: ■ Basic Wind Speed: 105 Vasd (3 sec gust), Vult 135 ■ Exposure C o Seismic: Design Category B The seal below indicates that the review, considerations, and any applicable calculations were completed by me or under my direct supervision. Please feel free to contact me if you have any additional questions about this repor P� F I Regards,_ � �� 0 v'�c=M.Cq s l/j D,g,t�iiv see d ev o ,m l M c d� it�q '9 DN. C -us a an a, .E. Daniel eanda o-, da,g,,ae9 ee 9�m o= -z ,g,-,, ee��,e, IM President 0047358 '2021120 0N-3znI07 oarz zozii 12 08 07 53 se-o��oo J2.26 Engineering, LLC [Attachments —J2.26 Supplemental Details, Wheat Ridge QUICK C ES] S�IOPfA1 5765 Olde Wadsworth Blvd, Arvada, CO 80002 - www.*226engineering.com - 720.937.2055 Page 1 of 1 Rim Board PT sill plate 0, vdhea q� CD 6" Min. 36" Min 20' minimum depth. Final depth per pier installation torque. Reference manufacturer installation instructions 1 Foundation at Addition SCALE: }'= T-0" 4 T&G Floor Sheeting - Joist Per Plan (2) #4 top bars #4 Vert # 18" o.c. #3 Dowels to match existing -or- extend vertical reinforcing a minimum of 24" (2) # 4 bottom bars Grip tite Helical pier with new construction head Alternate type acceptable. 20 kip vertical capacity min New Framing: Per plan. Existing Floor Framing 7 1st FF. RE Arch T.O. FDN T.O. FDN a EXISTING NEW ° a a a a ° 24" m i n lap splice 2 New to Existing Foundation SCALE: �' = V-0" Dowel Per plan E-d�da� Drill and Epoxy Daniel M Canda o EngEE 4" minimum embed D_ 212' A - V 6937 W. 83rd Way Arvada, CO 80003 720-937-2055 j226engineering.com Q 0 0 w 0 Z W Cl) O a� o (D EC/)00 a) O = U n/ C— CU z cB L� O C- m M. C,q�OSF 0047958 goo C -t DESIGNED BY: DC DRAWN BY: DC DATE: 12107121 SCALE: Varies PROJECT NO.: 21278 SO Post per plan (brick veneer not shown) OkW hesrR. =a 011 6x6 galvanized post CD j� base w/ 1" separation 11,01" 0<1 from concrete 1179 Dowels v JM28 18" Overlaporr continue vertical reinforcement 1'-4" or as required to support brick veneer 6937 W. 83rd Way Arvada, CO 80003 720-937-2055 6" Min. j226engineering.com 18" 0' minimum _ M, n. epth. Final J :pth per pier � m installation 3x #3 bars each way torque. Top and Bottom Reference anufacturer installation Grip tite Helical pier with new construction head nstructions Alternate type acceptable. 10 kip vertical capacity min Z 0 w N 2x4 knee wall w/ studs @ 16" o. c. and posts per plan 1 Foundation at post SCALE: '}" = 1'-0" -`—ng back each side of cut tall Win 4" of existing wall (4) 10d nails @ each mber minimum each side :isting roof truss. Field cut. )ntractor responsible for mporary support conditions New to existing roof reinforcement SCALE: }'= V-0" Digitally signed by n E= E=dcandsda@j226ei Daniel a dao=J 2.26 Engineer OU=Engineering, Candle Date: 2021.12.081 Existing garage/living room 0 a� Cl)c O o CD EU)00 4-) O — U n/ a) c- .2 Ca ) LO M O M �\ 'M. X04 0047958 � C DESIGNED BY: DC DRAWN BY: DC DATE: 12/07/21 SCALE: Varies PROJECT NO.: 21278 S2 oOh."�� WCity atF�idge QUICK C O DOS COMMUNITY DEVELOPMENT The Building Division is currently operating under the following codes: 2018 International Building Code 2018 International Property Maintenance Code 20181nlernational Residential Code 20181ntemabonal Energy Conservation Code 2018 International Mechanical Code 2018 International Fire Code 2018 International Plumbing Code with CO Slate Amendments 2018 International Existing Building Code 2018 International Fuel Gas Code with CO Slate Amendments 2018 International Swimming Pool and Spa Code 2020 National Electrical Code NFPA 99 Standards for Health Care Facilities, 2015 Edition Uniform Code for the Abatement of Dangerous Buildings, 1997 Edition ICC Al 17.1-2009 Accessible and Usable Buildings and Facilities Attie Access: 22"X 30" Crawl Space Access: 18" X 24" Drywall: Screws: l2"on ceilings Nails: 7"onceilings 16" on walls framed 16" on center 8" on walls 12" on walls framed 24" on center Frost Level: 36" below grade Snow Load: 30 Lbs. Sq. Ft., 30 Lbs. Drift Wind Load: Vult = 135 mph Vasd =105 mph, 3 sec gust Ckposure: C Seismic Zone: B R-49 ceilings Window: .30 U -factor Insulation: R-20 or 13+5 walls R-15119crewlspaces Minimum Space Heating System — Replacements: Gas Furnaces 80%AFUE (sized Manual S) Gas Boilers 80%AFUE New Construction: Gas Furnaces 80% AFUE Gas Boilers 80% AFUE Duets: Attics R-8 for ducts 3 inches and larger, R-6 for ducts smaller than 3 inches Water Heaters: High & Low combustion air horizontal ducting is required at a rate of 1 sq. in. per 2000 BTUs Are Fault: ARC Fault required on all outlets per 2020 NEC AttidCrawl Space Venting: 1 Sq. Ft. of vent per 150 Sq. Ft of space vented Vapor Barrier: Required under all slabs under habitable space Ring: Ioe and Water shield two (2) feet in from exterior wall (eaves); 6 nails per shingle required; 2layers allowed, must tear off all layers if doing any tear -off. See Policy BDA 0-002 for additional requirements. Flet Work: Minimum 4" depth for all residential work Foundation Standards: Engineered design and inspection required by engineer of record and city building inspector. Windows: All new windows shall meet egress except windows in existing basement bedrooms. (5.7 Sq. Ft of openable space). Window height from floor to openable area on window max height is 44". All existing windows shall comply with Policy BD -10-003. Rev. 062020 2.26 Engineering Reviewed 12-07-21 All work shall comply with the 2018 IRC, 2020 NEC and City of Wheat Ridge Municipal Codes For Structural Only Approved construction plans, and documents shall be on-site for all inspections. �"Ino Work shall not be covered or concealed without inspection. E=dallysignedbyDanielMCanda DNFire Blocking and Draft Stopping shall be installed in concealed spaces : C=US, E=dgineering.com, el M Canda =Enginngring,Cg, per R302.11 & R302.12. canEngineering, CN=Daniel M candle Date: 2021.12.0713: 23: 38-07'00' Safety Glazing: glazing adjacent to doors per R308.4.2, glazing in windows per R308.4.3, glazing at wet surfaces per R308.4.5 and glazing adjacent to the bottom of the stairs per R308.4.7. Smoke Alarms shall comply with R314. Carbon Monoxide Alarms shall comply with R315 Emergency escape and egress shall comply with R310 Note. The foundation system shall be inspected by the engineer of record or designated representative and verified to the Building Division by means of stamped inspection approval letter provided to the building inspector prior to, the first rough framing inspection. A foundation inspection is also required to be performed by a City of Wheat Ridge building inspector per 2018 IRC, Section R109.1.1 City of Wheat1ENT - COMMUNITY DEVELOPMENT "REVIEWED FOR CODE COMPLIANCE" These drawings were reviewed under the applicable laws in effect at the time of submittal. Reasonable effort was exercised in checking for code compliance. The stamping of these documents shall not be construed to be a permit for, or an approval of any violation of state and/or local codes, ordinances or amendments thereto. Plan Reviewer Stones Date 01/19/2022 GOVERNING CODES. ALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING CODES, AMENDMENTS AND ORDINANCES AS REQUIRED BY THE CITY OF PARKER AND ALL OTHER RECOGNIZED JUSRISDICTIONS HAVING AUTHORITY OVER THE PROJECT. GOVERNING CODES: 2018 INTERNATIONAL RESIDENTIAL CODE W/ LOCAL AMENDMENTS 2018 INTERNATIONAL MECHANICAL CODE 2018 INTERNATIONAL PLUMBING CODE 2018 INTERNATIONAL FIRE CODE 2018 INTERNATIONAL ENERGY CONSERVATION CODE 2020 NATIONAL ELECTRICAL CODE OPEN SPACE SUMMARY ZONING DESCRIPTION: "R-1 tt ZONE LOT OPEN SPACE ANALYSIS TOTAL LOT AREA: 17,482.50 S.F. AREA OF EXISTING AIR BARRIER CRITERIA DWELLING 1,711.0 S.F. AREA OF EXISTING WOOD GARAGE 447.0 S.F. AREA OF PROPOSED SLAad DWELLING ADDITION 291.50 S.F. TOTAL AREA OF SKYLIGHT° U -FACTOR PROPOSED DWELLING 2,449.50 S.F. TOTAL AREA OF PROP. WALL R -VALUE' COV'D PATIO 487.00 S.F. OPEN SPACE 8,796.22 S.F. OPEN SPACE = 83.20% COVERAGE = 16.80% IECC COMPLIANCE THE PRESCRIPTIVE PATH IS THE BASIS OF THE ENERGY DESIGN FOR THIS PROJECT 2018 IECC. ALL WORK SHALL CONFORM TO SUBMITTAL REQUIREMENTS. CLIMATE ZONE 5. TABLE N1102.1.2 (R402.1.2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTe Far Si. 1 foot - 304.8 mn. NR = NM Repulred TABLE N1102-4.1.1 (R402.4.1.1) AIR BARRIER AND INSULATION INSTALLATIONa COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA GLAZED A continuous air barrier shall be installed in the building WOOD MASS envelope. BASEMENT° SLAad CRAWL CLIMATE ZONE FENESTRATION u-FACTORb SKYLIGHT° U -FACTOR FENESTRATION SHGC6' CEILING R -VALUE FRAME WALL R -VALUE WALL R -VALUE' FLOOR R -VALUE WALL R -VALUE R -VALUE &DEPTH SFACEc WALL aligned with the insulation and any gaps in the air barrier Ceilinglattic sealed. The insulation in any dropped ceilinglsofrll shall be Access openings. drop down stairs or knee wall doors to aligned with the air banner. unconditioned attic spaces shall be sealed. R -VALUE I NR 0.75 0.25 30 13 314 13 0 0 0 2 0.40 0.65 0.25 38 13 416 13 0 0 0 3 0.32 0.55 025 38 1 20 or 13 +.5h 8113 19 5113f 0 5113 4 except 0.32 0.55 0.40 49 20 or 13 +5h 8113 19 IW13 10, 2 R 10113 Marine bottom to the top of all perimeter floor framing members. Exposed earth in unvented crawl spaces Shan be covered Crawl space insulation, where provided instead of floor Crawl space walls 5 and 0.30 0.55 NR 49 20 or 13 + 5h 13117 399 15M9 10, 2 R 15119 Marine 4 or narrow cavities shall be fined with Insulation that on Narrow cavities - installation readily, conforms to the available cavity space. Air sealing shall be provided between the garage and 6 0.30 0.55 NR 49 20 + 51 or 13 + 10h 15120 309 15119 1 10, 4 R 15119 7 and 8 0.30 10.55 1 NR 49 20 + 5h or 13 + 10h 19!21 389 15119 1 10, 4 it 15119 Far Si. 1 foot - 304.8 mn. NR = NM Repulred TABLE N1102-4.1.1 (R402.4.1.1) AIR BARRIER AND INSULATION INSTALLATIONa COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA A continuous air barrier shall be installed in the building envelope. General requirements The exterior thermal envelope contains a continuous air Air -permeable insulation shall not be used as a sealing barrier. material. Breaks or JoInts in the air barrier shall be sealed. The air barrier in any dropped ceiling or soffit shall be aligned with the insulation and any gaps in the air barrier Ceilinglattic sealed. The insulation in any dropped ceilinglsofrll shall be Access openings. drop down stairs or knee wall doors to aligned with the air banner. unconditioned attic spaces shall be sealed. Cavities within corners and headers of frame walls The junction of thefoundation and sill plate shall be sealed. shall be insulated by completely filling the cavity with The junction of the top plate and the top of exterior walls a material having a thermal resistance of not less than R-3 per inch. Walls shall be sealed. Exterior thermal envelope insulation for framed walls Knee walls shall be sealed shall be installed in substantial contact and in continuous alignment with the air barrier. The space between framing and skylights, and the jambs of 'Idaws, skylights and dors windows and doors. shall be sealed. - Rim joists Rim joists shall include the air barrier. Rim joists shalt be insulated. Floor framing cavity insulation shall be installed to maintain permanent contact with the underside of subfloor decking. Alternatively, floor framing cavity Floors including cantilevered The air barrier Shall be installed at any exposed edge of insulation shall be in contact with the top side of floors and floors above Insulation. sheathing or continuous Insulation installed on the garages. underside of floor framing; and extending from the bottom to the top of all perimeter floor framing members. Exposed earth in unvented crawl spaces Shan be covered Crawl space insulation, where provided instead of floor Crawl space walls with a Class I vapor retarder with overlapping joints taped. insulation, shall be permanently attached to the walls. Duct shafts, utility penetrations, and flue shafts opening to Shags: penetrations exterior or unconditioned space shall be sealed. - Batts to be installed in narrow cavities shall be cut to tilt or narrow cavities shall be fined with Insulation that on Narrow cavities - installation readily, conforms to the available cavity space. Air sealing shall be provided between the garage and Garage separation conditioned spaces. - Recessed light fixtures Installed in the building thermal Recessed light fixtures Installed In the building thermal Recessed lighting envelope shall be sealed to the finished surface- envelope shall be air tight and IC rated. In exterior walls, batt insulation shall be cut neatly to fit around wiring and plumbing or insulation that on Plumbing and wiring - installation, readily conforms to available space, shall extend behind piping and wiring. The air barrier installed at exterior walls adjacent to Showerltub on exterior wall showers and tubs shall separate the wall from the shower or Exterior walls adjacent to showers and tubs shall be tub. insulated. The air barrier shall be installed behind electrical and Electrical/phone box on exterior walls Communication boxes. Alternatively, air -sealed boxes shall be installed. HVAC supply and return register boots that penetrate HVAC register boots building thermal envelope shall be sealed to the subTloor. - wan covering or ceiling penetrated by the boot, Where required to be sealed, concealed fire Sprinklers shall only be sealed in a manner that is recommended by the Concealed sprinklers manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. N Reviewed for Zoning Compliance by the City of Wheat Ridge Planning Division APPROVED/ BY: DATE: Septem be , 2021 COMMENTS: Approved with the following conditions Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Landscaping removed or damaged during construction must be replaced prior to final inspection. 190,000' SITE/UTILITY PLAN '' 1/811= It -Ott W NORTH a. Inspection of log walls shall be it accordance vath the prcv7sions or ICC 400. GENERAL CONSTRUCTION NOTES: 1. ALL DIMENSIONS ARE FROM ROUGH STUD FACE TO ROUGH STUD FACE, OR FACE OF PANEL TO FACE OF PANEL, (5 1/2" EXT., 3 1/2" INT.), UNLESS NOTED OTHERWISE. 2. PROVIDE 26 GA. GALVINIZED FLASHING BETWEEN EXTERIOR CONCRETE SLABS & WOOD FRAMING. ALL EXTERIOR DOORS SHALL OPEN ON TO A LANDING LOCATED LESS THAN 7 1/2" BELOW THE DOOR THRESHOLD. MINIMUM LANDING AREA SHALL BE 3'-0" X 3'-0". MAXIMUM THRESHOLD HEIGHT AT ALL DOORS TO THEIR LANDING IS 1" 2018 I.R.C.) NOTE: CHANGES IN ELEVATIO� DOORS DUE TO LANDINGS OR TERMINATION OF STAIRS SHOULD BE MEASURED FROM TOP OF THE DOOR THRESHOLD & SHALL NOT EXCEED 1". 3. GROUND FAULT CIRCUIT 1NTERUPTER, (GFCI), PROTECTION IS TO BE PROVIDED TO ALL BATH, KITCHEN, GARAGE & EXTERIOR OUTLETS. 4. AN INTERCONNECTED FIRE WARNING SYSTEM WITH A BATTERY BACKUP IS TO BE PROVIDED IN BASEMENT, FIRST FLOOR & BEDROOM AREAS PER 2018 I.R.C. 5. VENTS REQUIRED FOR LAUNDRY ROOM DRYER & BATHS WILL CONFORM TO 2018 I.R.C. PROVIDE (2) 6" - EXTERNAL COMBUSTION AIR DUCTS TO THE FURNACE AREA: ONCE (a -) F-0" BELOW THE CEILING & ONE @F-0" ABOVE THE FLOOR. DRYER VENT LENGTH IS NOT TOE EXCEED 14'-0". 6. ONE HOUR TYPE 'X' DRYWALL SHALL BE PROVIDED ON ALL GARAGE WALLS & CEILINGS THAT ARE ADJACENT TO OR UNDER LIVING AREAS & ON ALL BEARING WALLS BEAMS & POSTS PER 2015 I.R.C. DRYWALL IN WET AREAS IS TO BE WATER RESISTIVE AS PER X018 I.R.C. 7. FIREPLACES ARE TO BE U.L. APPROVED AND ARE BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS & RECOMMENDATIONS. 8. MINIMUM HEADROOM CLEARANCE IN EACH STAIRWAY IS 6-8". TOP OF HANDRAILS IS TO BE 34" - 38" ABOVE THE NOSING OF THE TREADS. THE HANDGRIP PORTION OF THE HANDRAIL IS TO BE 1 1/2" - 2" IN CROSS-SECTIONAL DIMENSION. OPEN HANDRAILS & GUARDRAILS ARE TO HAVE INTERMEDIATE RAILS SUCH THAT A 4" - SPHERE CANNOT PASS THROUGH. 9. PROVIDE AT LEAST ONE EMERGENCY ESCAPE WINDOW IN ALL SLEEPING ROOMS TO CONFORM TO THE FOLLOWING: - 5.7 SQUARE FEET MINIMAL OPENABLE AREA - 24" MINIMUM CLEAR OPENABLE HEIGHT - 20" MINIMUM CLEAR OPENABLE WIDTH - 44" MAXIMUM SILL HEIGHT W N N 00 0 M U" T It W N 0 N O 0 I 0 U0 i c Q � 41 pfr C 04 CO GUY R. NIS 10 r 07/28/ 02 A L`► VJ Z O r v ) W Ir r N co 0 U I Project # 19011 Date: 07/28/2021 NOT FOR CONSTRUCTION 0 ISSUED FOR PRICING Q ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION SHEET: A0.0 J2.26 Engineering R For Structural Only I ■ M Canda, 28'-4,' EXISTING/DEMO MAIN FLOOR 1/4" =1'-0" FINISHED FLOOR: 1,711.00 SQ.FT. GARAGE: 440.00 SQ.FT. NOR'T'H BID 64:141 9'-5" w W BE 3 W -IN 6'-5" CLG ME 7.112 12'-52 7.112 r W LD 0 O r C7 U" a W N N N (E) 4630 630 _00 o ' _ m 0 U 0 U N � LL El HI H � _ w W W w _ 11 ala alb MASTER BED BED 2 11 _ 7'-8" CLG .11D y y _ 7- „�ClHDI - 0 O 0 � � El - 9'-112' .r T-42 Y -O" 10'-91,' III _ - �2 682668 TH 1 2668 8 8" CLO - TME CAB =IN OFFICE 1 0 7-8" CLG -11DI m li 1111 BATH 2 2068 42 7-8" CL - ME T -P' Y-0" 13'-2" _ �---_ � ° 4'_72 2" 3'-2�� BH=1-INCAS. g068 BIPA S 4068 BIPASS ` 5'-512" 4'-6" Y-0" _ --- ---�— ry IL_ IL_ 2668 PKT. ❑ LI T —LI =4" 13'-�' 3068, ATR 7'-8"CLG -HDWD = FOYER 7'-8"CLG -HDWD 11 T-82' O O O 11 7,.8„ ,-6, �N COVE) ° 6 8 cl 11 FRONT 1 =F___� — � [CLOSET PORCH — ❑ 1 '-8"CLG-HDWD KITCHEN 7-8" CLO - ME �� a 111E _ H R&S _ L CLOSET [3 J x ti w N 1 R a A 10'-42' 16-0" T -Y' Wi Wu 10-2 - - C O E? k ❑ COVE) a PATIO m� N 2 GARAGE 1 -CAR -------a A 11 AMIE � 1 x I A I 3 0 0 k 20'3" 1e T-6' 6'3" 2'-6" _= L ❑36"X36" MEPLA CE L-- ----I— ----------------------------- 23'402" 3'3" 6'3" EXISTING/DEMO MAIN FLOOR 1/4" =1'-0" FINISHED FLOOR: 1,711.00 SQ.FT. GARAGE: 440.00 SQ.FT. NOR'T'H BID 64:141 9'-5" w W BE 3 W -IN 6'-5" CLG ME N LL N r W LD 0 O r C7 28'-42' 2665 2465 BATH 3 6-5" CLO - EE 46" VANITY .4 III Q �1 ATER ® IN EATE FURNACE E= FLR. DRARi MECHANICAL WA TR 6-5"CLG -TME STE MER 9'-5" Y-0" 2868 WOR�SHOP 6-5" CZG- ME _ 2 7'-8' s �' WASHER DRYER it SE ELVES AUNDI Y/STORAGE 6'-5' CLG- ME IF 1 12'-92' 36"X36" ACCESS BATCH 11'-4" EXISTING CRAWL SPACE 3'-3" i_ 6'-3" i_ T-6" TV 12'-1121" ENTERTAINMENT 7-3" CLG - ME p 12'-112" 15'-82" EXISTING SLAB ON GRADE 21'-42" d EXISTING/DEMO BASEMENT eN 1/4" = 1'-0" FINISHED FLOOR: 1,1342.00 SQ.FT. NORTH tE°f C04o tP �g4 F , 07/28/20 V Ea ARCN��F, O W ^ CC N W W � e � O w w M M [� O W o GD Q W O C) a O x x W � O � �.o W � x M Project # 19002 Date: 07/28/2021 ❑ NOT FOR CONSTRUCTION 0 ISSUED FOR PRICING ❑ ISSUED FOR PERMIT Q ISSUED FOR CONSTRUCTION SHEET: A1.0 W N N LL N r W LD 0 O r C7 U" a W N N N O _00 o ' _ m 0 U 0 U N � LL Q � tE°f C04o tP �g4 F , 07/28/20 V Ea ARCN��F, O W ^ CC N W W � e � O w w M M [� O W o GD Q W O C) a O x x W � O � �.o W � x M Project # 19002 Date: 07/28/2021 ❑ NOT FOR CONSTRUCTION 0 ISSUED FOR PRICING ❑ ISSUED FOR PERMIT Q ISSUED FOR CONSTRUCTION SHEET: A1.0 J2.26 Engineering Revie, For Structural Only P�pO LlCFN ■ Mr 28'-421" 7-112' 12'-512" 7-111 ROD & SHELF ElF F MASTER � W.I.C. IITB"CLG -ro MASTER° BED e 78 CLG - HD m 10'-5" .. 6'-0 O 9'-112' BATH 1 7-8" CLG - ME III BATH 2 2°68 7-8" CL�_ ME 4'-P' -�- 3'-0" r I 1 1 BUMT-IN CAB. FLUE 5'-521" 4'-6' 3'-0" ELECTED METER PANEL 09 oma' O° 24'-0" I 12'-0" 3'-104" 1'-4" 18'- 4" n 4'-42' 7-72• 1 1 >< SLAB ✓. 0.25: 12 71 1 E3 >1 3 L--- -11—- --1 -F- - - - - - - - - - - _I - - 3.0 J ROPOSE z IN _ D ti----F---r ----- -CO V�— e 2R 7" mo" 1 PATIO I i 1 � SLAB le 1 0.25 12 I / \ / N 7'-0" 5'-0^ COMPS.&Ig1EDIA 7171 -FL---L L ---L 1P-4" 1 7'-8" CLG - HDI 1 2668 CLOSET o L R&S KITCHEN 7-8" CLG - HDI a 1 � w I L — R&s _ L � CLOSET --T y� o w 6-3" 2'-6" TV ABOVE OFFICE 7-8" CLG -HDWD 13'-2" BED 2 _._ 4`72' ... �'-8^CLG -IrowD ..ice Ifl 9'-92 3'-32' 6'-6" 4068 BH'ASS 0" L� O 0 r --CLOSET — ROD & SHELF U" OFFICE 7-8" CLG -HDWD 13'-2" W _._ 4`72' ... 3'-2" 13'-4" 3068, FOYER 7'-8" CLG - HDI K!JELOJI" 3 COVE) FRONT PORCH E3 e ------- 0 16'-0" 4'-3" Ca 01' 6 a A 0 > 3 1 0 2 -CAR GARA a A a A C 0 (o I U N 416 4-4 7-7 \\- i 12'-0" 3'-3" ;y_---\ ✓ �, 1 PROPOSED MAIN FLOOR 3.1.1 1/4" = P-0" FINISHED FLOOR: 2,003 SQ.FT. 1 GARAGE: 440.00 SQ.FT. 20'-3" 23'-102' L— — — — — — — tE°f C04o tP �g4 GUVR III a F , 07/28/20 CI z Z O 0) CE - [C W Q � W � O �3 O � ^� O W O w M M [� O W o Q O W O � � U x x W � O � �o W M Project # 19002 Date: 07/28/2021 p NOT FOR CONSTRUCTION O ISSUED FOR PRICING Q ISSUED FOR PERMIT E3 ISSUED FOR CONSTRUCTION SHEET: ALL W N Ifl N LL N r 00 L� O 0 r N U" a W C° N N O 00 0 / 2� 0 U 0 U N � LL Q � tE°f C04o tP �g4 GUVR III a F , 07/28/20 CI z Z O 0) CE - [C W Q � W � O �3 O � ^� O W O w M M [� O W o Q O W O � � U x x W � O � �o W M Project # 19002 Date: 07/28/2021 p NOT FOR CONSTRUCTION O ISSUED FOR PRICING Q ISSUED FOR PERMIT E3 ISSUED FOR CONSTRUCTION SHEET: ALL 2.26 Engineering For Structural Only �Ou �iCFN M L ' a W W O �0- AH S N (0 q N O 0 0047950 iii canoa U �00 �\ SS(pyAl F.f N X 3 3.0 1 PROPOSED ROOF PLAN 3. 1.2 1/4" — P_0" 3 NA 3.0 141 S�131 C040 d1YR III 0 F 07/28/20 Cu z z O CE - [C Q a O ai ai w O O � O M M [� O W O GD Q � W O x x W O �O W � x M Project # 19002 Date: 07/28/2021 p NOT FOR CONSTRUCTION O ISSUED FOR PRICING Q ISSUED FOR PERMIT Q ISSUED FOR CONSTRUCTION SHEET: A1.2 a W m 2� N N N O S�131 C040 d1YR III 0 F 07/28/20 Cu z z O CE - [C Q a O ai ai w O O � O M M [� O W O GD Q � W O x x W O �O W � x M Project # 19002 Date: 07/28/2021 p NOT FOR CONSTRUCTION O ISSUED FOR PRICING Q ISSUED FOR PERMIT Q ISSUED FOR CONSTRUCTION SHEET: A1.2 0 2� 0 0 U S�131 C040 d1YR III 0 F 07/28/20 Cu z z O CE - [C Q a O ai ai w O O � O M M [� O W O GD Q � W O x x W O �O W � x M Project # 19002 Date: 07/28/2021 p NOT FOR CONSTRUCTION O ISSUED FOR PRICING Q ISSUED FOR PERMIT Q ISSUED FOR CONSTRUCTION SHEET: A1.2 z z 0 BE BEO e O C7 F" E� W � a X W W M M [� O W o Q � W O x x W �o W � x M Project # 19002 Date: 07/28/2021 0 NOT FOR CONSTRUCTION O ISSUED FOR PRICING Q ISSUED FOR PERMIT Q ISSUED FOR CONSTRUCTION SHEET: A2.0 2.26 Engineering Reviewed 12-07-21 0 For Structural Only 2� PRpOLICF,y W o pNp "\�- M. Lgry.:PyfO p,ac�' 4y; ae.m,uMa� (0 N �pwm�.emm. :4....®.uM U 0047958 el M ca iY s ssr`an1n� ��� r 0 N � U" a W N N N NEW FASCIAS AND ROOFING TO MATCH EXISTING HOUSE TT. O. D OUBLETOR PLATE ELEVATION= WINDOW HEADER NEW BRICK AND MORTAR TO MATCH EXISTING HOUSE T.O.DECKINGMAINFLOOR ELEVATION= 1 PROPOSED WEST ELEVATION 1 SCALE: 1/4" = P -O" EXISTING PROPOSED DWELLING ADDITION Q 12 4 C 2 PROPOSED SOUTH ELEVATION 1 SCALE: 1/4" = P -O" 3 PROPOSED NORTH ELEVATION 1 SCALE: 1/4" = P -O" i S�13T C04p tP �g4 aIVR III F 07/28/20 CJ y� o ARCHX�F z z O U) HE - HE I --I WO I� O W M M [� O W O GD Q W 0 C 0 x x W 0 �O W � x M Project # 19002 Date: 07/28/2021 p NOT FOR CONSTRUCTION O ISSUED FOR PRICING Q ISSUED FOR PERMIT Q ISSUED FOR CONSTRUCTION SHEET: All 0 2� 0 U0 U iY m Q � S�13T C04p tP �g4 aIVR III F 07/28/20 CJ y� o ARCHX�F z z O U) HE - HE I --I WO I� O W M M [� O W O GD Q W 0 C 0 x x W 0 �O W � x M Project # 19002 Date: 07/28/2021 p NOT FOR CONSTRUCTION O ISSUED FOR PRICING Q ISSUED FOR PERMIT Q ISSUED FOR CONSTRUCTION SHEET: All 2.26 Engineering Reviewed 12-07-21 For Structural Only L���� M. c,�tioF �j Digitally signed by Daniel M Candle vo479I�58 DN: C=US, E=dcanda@j226engineering.com, 3/4" CDX PLYWOOD ' , iel M Canda O=J2.26 Engineering, r OU=Engineering, CN=Daniel M Candle Date: 2021.12.0"3:22:'9-07'00' 2X6 CEDAR T&G CEILING L W W MIS T.O. DOUBLE TOP PLATE ELEVATION = WINDOW HEADER T.O. DECKING MAIN FLOOR ELEVATION = T.O. DOUBLE TOP PLATE qV ELEVATION = WINDOW HEADER T.O. DECKING MAIN FLOOR ELEVATION = 12 4 F__ 4 12 3X10'S CEDAR ROOF RAFTERS @ 48" O.C. 6X16 CEDAR RIDGE BEAM 3/4" CDX PLYWOOD 2X6 CEDAR T&G CEILING 12 ___1 4 4 1 12 3X10'S CEDAR ROOF RAFTERS @ 48" O.C. COVERED PATIO FRAMING DETAIL 1/2" = 1'-0" NOTE: FASTENING SCHEDULE, NUMBER AND TYPE OF FASTENERS PER I.R.C. TABLE R602.3(1): FASTENING SCHEDULE. 12 12 FAMILY CRAWL SPACE K0'1TRANSVERSE SECTION 3.0 SCALE: 1/4" = 1'-0" Under floor space shall comply with R408 2'-91" 402 CLERESTORY ROUGH OPENING 1/2" = 1'-0" (4) 3/8" CARRIAGE LAG - BOLTS @ RAFTERS HEEL 3X10'S CEDAR ROOF RAFTERS @ 48" O.C. TOP RIPPED @ 0.5: 12 PROVIDE 2X BLOCKING --,, 0.5 12 1X8 PLOUGHED FASCIA 1/4" SOFFIT BOARD 6X6 CEDAR POSTS EXISTING PROPOSED n«TFT T TNTCT o T)T)TTTnNT SCALE: 1/4" = F-0" WEST EXT. WALL FRAMING SCALE: 1/4" = F-0" PROVIDE 2X BLOCKING 3/4" CDX PLYWOOD 2X6 CEDAR T&G CEILING 12 4 F__ �4 12 T.O. CEDAR BEAM ELEVATION = 3X10'S CEDAR ROOF RAFTERS @ 48" O.C. 6XITS CEDAR BEAMS T.O. DECKING g MAIN FLOOR ELEVATION = COVERED PATIO FRAMING DETAIL 1/2" = 1'-0" NOTE: FASTENING SCHEDULE, NUMBER AND TYPE OF FASTENERS PER I.R.C. TABLE R602.3(1): FASTENING SCHEDULE. PROPOSED COV'D PATIO SECTION SCALE: 1/4" = F-0" r floor space shall lly with R408 PRE-ENGINEERED TRUSSES @ 24" O.C., TYP. ASPHALT COMPOSITION SHINGLES 30 YEAR, PER MANUF. & 2015 I.R.C., TYP. OSB RATED ROOF SHEATHING 12 PER 2015 I.R.C., TYP. 1 4 R-49 BATT INSULATION PER 2015 ENERGY CODE, TYP. 1/2" GYPSUM WALLBOARD OVER CONTINUOUS, CLASS I VAPOR RETARDER ADDITION INTERIOR 3/4" T & G DECKING, GLUE & NAIL TO TJI's PER PLAN, TYP. 00 2 X 6 PRESSURE TREATED SILL PLATE W/ FIBERGLASS OR FOAM SILL SEALER, TYP. _ 1/2" DIA. ANCHOR BOLTS @ 4'-0" O. C. PER 2015 I.R. C., TYP. JI YL FACED FIBERGLASS BATT (R-19) 10" FOUNDATION WALL PER S 1.0 0 CRAWL SPACE 4 TYP. WALL SECTION �-o SCALE: 1/2" = F-0" 4" GUTTER, TYP. ---C] --- 1 X 8 PLOUGHED FASCIA _ HARDBOARD SOFFIT W/ VENTS OR FIRE PROTECTION PER 2015 I.R.C., TYP. DOUBLE 2 X 6 TOP PLATES, TYP. 1/2" OSB WALL SHEATHING EXTERIOR 2 X 6 STUD GRADE @ 16" O.C. TYP. R-21 BATT INSULATION 2 X 6 SOLE PLATE — R-30 F.G. BATT FLOOR INSULATION OSB RIM BOARD PER PLANS AND SPECS, TYP. R-19 RIM INSULATION 4" PERIMETER DRAIN PIPE PER SOIL ENGINEER'S RECOMMENDATIONS W N O N co co0 co U" T It W N I O N O 00 O I � O U0 i 4� OIL- C)f cozo COD GUY R. NICWS 111 0 07/28/202 p ARC E6 Z O W Ir - N co Project # 19002 Date: 07/28/2021 NOT FOR CONSTRUCTION 0 ISSUED FOR PRICING Q ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION SHEET: A3.0 M [� M O W O 00 H Q W x x W Q Z H � W M Project # 19002 Date: 07/28/2021 NOT FOR CONSTRUCTION 0 ISSUED FOR PRICING Q ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION SHEET: A3.0 J2.26 Engineering Reviewed 12-07-21 SMOKE & CO DETECTOR SsO DET For Structural Only H ( SECURITY CAMERA P�pO LlCF,y mw=q LJ o N py E- M. Cg1%O ® AUTO CLOSET LIGHT JW vss.,e yDa.M c,m= N N 00479 -4226 ,�.r,ng .,ma om. M Canda o-,Ena E.,,.,.,�.x-o..� LL r 00 ,r �,nd ,,-„-,3s 11 o \ v SSlpyAl F.C\ L� r o 0 e� U X a W N H (N 00 um ELECTRICAL SYMBOLS 110V ELEC. OUTLET 110V1/2 SWITCHED ELEC. OUTLET 110V ELEC. OUTLET UNDER -COUNTER 220V ELEC. OUTLET 110V ELEC. OUTLET W/GFI PROTECTION 11� HDMI LINK TV OUTLET PHONE OUTLET CAT 5/6 ETHERNET JACK 7 CLOSED CIRCUIT TV FOR SECURITY SYSTEM SWITCH 3WAY SWITCH 4WAY SWITCH CEILING PADDLE FAN CF3 RECESSED LIGHTING $D DIMMABLE SWITCH 0 SMOKE & CO DETECTOR SsO DET H ( SECURITY CAMERA Fp SCONCE Q PENDANTLIGHT ® AUTO CLOSET LIGHT WALL LIGHT CEILING LIGHT F® AUTOMATIC LIGHT ® COLUMN -TOP LANTERN LIGHT ® 5" RECESSED CAN LIGHT, TYP 13 3" EYEBALL LIGHT ® EXHAUST FAN - MIN. 220 CFM ® CHANDELIER LED STRIP LIGHT ROPE LIGHTING I / 0 2� 0 U 0 U S�131 C040 d1YR III 0 r 07/28/z0 c, y� o ARC�X�� z z O CE - [C 0 U � a W M M [� O W O GD Q W 0 0 0 Fil � rTl � O � rTl M Fil Project # 19002 Date: 07/28/2021 Q NOT FOR CONSTRUCTION t] ISSUED FOR PRICING Q ISSUED FOR PERMIT Q ISSUED FOR CONSTRUCTION SHEET: EIE 0 v Le Q � S�131 C040 d1YR III 0 r 07/28/z0 c, y� o ARC�X�� z z O CE - [C 0 U � a W M M [� O W O GD Q W 0 0 0 Fil � rTl � O � rTl M Fil Project # 19002 Date: 07/28/2021 Q NOT FOR CONSTRUCTION t] ISSUED FOR PRICING Q ISSUED FOR PERMIT Q ISSUED FOR CONSTRUCTION SHEET: EIE 0 ngineering Reviewe For Structural Only Digitally signed by Daniel M Candle DN:C=US, E= d ca n d a Q 226 e n g i n e e ri n g .conn , M Canda O=J2.26 Engineering, OU=Engineering, CN=Daniel M Candle Date: 2021.12.07 13:22:01-07'00' -07- —SIN N S 1.0 1/4" = 1'-0" GENERAL NOTES: 1. Safety glazing is required in windows within a 24" arc of a door, enclosing showers or tubs, within 36" of stairs, landings and ramps and within 60" of the bottom tread of stairs when the exposed edge of the glazing is less than 60" above the floor. A single glazed panel over 9 sf. in area and having the bottom edge less than 18" above the floor must also be safety glass. Safety Glass required in surrounding tub/shower areas. 2. Clothes dryers must be provided with a moisture exhaust system that vents to the exterior. It must terminate in back -draft damper at least 3' from any opening into the building. The size of the duct is to be determined by the dryer manufacturer; typically, a 4" duct would be acceptable. The maximum combined length may not exceed 35' in length, reduced for 450 and 900 ells by 30" & 60", 4" radius/mitered; 12 & 21", 6" radius/smooth; 12" & 19", 8" radius/smooth and 9" & 18", 10" radius/smooth. 3. Recessed fixtures installed in an insulated cavity of the thermal envelope must be IC -rated and sealed with a gasket or caulk to limit air leakage. Where the insulated cavity is not part of the thermal envelope, leakage protection is not required 4. Fiber -cement, Fiber mat, Reinforced cement, glass mat gypsum backers or fiber -reinforced gypsum backers to be used as backers for wall tile in tub and shower areas and wall panels in shower area at Bath. Safety Glass required in surrounding tub/shower areas. 5. Not less than 75% of the lamps in permanently installed lighting fixtures shall be highefficacy lamps or not less than 75% of the permanently installed lighting fixtures shall contain only high efficacy lamps. [IECC404] 6. Floor assemblies that are not required elsewhere in the code should be fire -resistance rated, shall provide with a 1/2" gypsum wallboard membrane, 5/8" wood structural panel membrane, or equivalent on the underside of the floor framing member. (If ceiling -floor are TJI's, more than 80sgft or less than 2x10 lumber this is required) 7. Fire blocking with approved materials must be provided in concealed spaces at ceiling and floor levels, horizontally not to exceed 10', soffits, drop & cove ceilings, between stair stringers, and the annular space around material penetrations of floors and ceilings. 8. Guards at the stair openings, landings and other open changes in elevation greater than 30" within 36" must be provided to a minimum height of 36". Balusters or openings must be spaced to prevent passage of a 4" sphere. At the open side of stairs, the height may range from 34" to 38" and the openings provided must be spaced to prevent passage of a 43/8" sphere. BASEMENT PLAN NOTES: 1. 2 X 6 PRESSURE TREATED SILL PLATES TYPICAL WHERE INDICATED ON THE PLANS BY: L 1/2" X 10" ANCHOR BOLTS ARE TO BE PROVIDED @ 4'-0" 0. C. MAXIMUM SPACING & AT P-0" FROM ALL CORNERS. MINIMUM OF 2 PER PLATE. 2. THE BASEMENT PLAN IS FOR REFERENCE TO FRAMING, PLUMBING, MECHANICAL, ETC. REFER TO ENGINEERED FOUNDATION PLAN FOR INFORMATION ON STRUCTURE & FOUNDATION DETAILS. MINIMUM DEPTH FOR ALL FOOTINGS & GRADE BEAMS IS 3'-0". 3. MAINTAIN A MINIMUM CEILING HEIGHT OF 7-6" IN FINISHED BASEMENT AREAS. CEILINGS OF NOT LESS THAN 6'-8" ARE PERMITTED FOR A MAXIMUM WIDTH OF 5'-0" TO CONCEAL BEAMS & DUCTS. 4. WHERE APPLICABLE, PROVIDE CRAWL SPACE VENTS, PER U.B.C., WITH CLOSEABLE SCREENS @ 25'-0" MAXIMUM SPACING. PLACE 6 MIL VAPOR BARRIER ON GROUND IN CRAWLSPACE. W N CD r N 00 0 M U" M W N O N O 00 O I � O COD GUY R. NICWS 111 0 07/28/202 A R .�� E6 M M [� Z � O 00 W O O � W O OHO LU -- T N co SHEET: Sligo M M [� O � O 00 W O � W O OHO o� M Project # 19002 Date: 07/28/2021 NOT FOR CONSTRUCTION 0 ISSUED FOR PRICING Q ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION SHEET: Sligo GENERAL NOTES FOR STRUCTURAL DRAWINGS: Win( Design: Wind Speed West of 10,000 West Block Vasd v"t * Basic 30 psf non-reducible Minimum Roof Snow/Live Load: Risk Category 1 Winter Design Temp: ................. 155 mph Risk Category II 166 mph Risk Category III & IV Seismic Design Category: 178 mph Wind Exposure Exposure 'C' Design Loads: Frost Depth: ...................................................................... Winches Ground Snow Load: ......................................................... 30 psf non-reducible Minimum Roof Snow/Live Load: ..................................... 30 psf (Minimum) Winter Design Temp: ................. ..................................... 1OF Air Freezing Index: ...........................................................532 Mean Annual Temperature: ............................................. 51'F Seismic Design Category: Residential: .......... B Commercial: .............. Calculated per Chapter 16, IBC Residential Weathering: ................................................... Severe Residential Termite:.........................................................Slight to Moderate Climate Zone: ... ....... ..... _ ...... _ ..... _ ....... _ ......... _ ...... _ ..... 5 Heating Degree Days: ........ _ ...... ........ .......... ...... 6,200 DESIGN CODES: IRC BUILDING CODE (2018) WITH LOCAL AMENDMENTS RISC STEEL CONSTRUCTION MANUAL (NINTH EDITION) CONCRETE: J2.26 Engineering Reviewed 12-07-21 For Structural Only rz�C4 Digitally signed by Daniel M Canda DN: C=US, o047958E=dcanda@j226engineering.com, M Canda O=J2.26 Engineering, OU=Engineering, CN=Daniel M Canda Date: 2021.12.0713:21:41-07'00' S s8/oNAL ALL CONCRETE SHALL BE MADE WITH STONE AGGREGATE AND SHALL DEVELOP A MINIMUM OF 2,250 PSI COMPRESSIVE STRENGTH IN 7 DAYS AND A MINIMUM OF 3,000 PSI COMPRESSIVE STRENGTH IN 28 DAYS. ALL REINFORCING BARS SHALL BE ASTM A615 -GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. (UNLESS OTHERWISE NOTED) CONCRETE PROTECTION FOR REINFORCEMENT (U.O.N.) 1. CONCRETE POURED AGAINST EARTH 3" -------------------------------------------- 2. CONCRETE POURED IN FORMS BUT EXPOSED TO EARTH AND WEATHER a. #5 BARS OR SMALLER 1 1/2" ----------------------------------------- b. BARS LARGER THAN #5 2" ----------------------------------------- 3/4" NO SPLICES OF REINFORCEMENT SHALL BE MADE AND NO WELDING TO REINFORCING SHALL BE PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 36 BAR DIAMETERS. WIRE FABRIC REINFORCEMENT MUST LAP ONE FULL LAP PLUS 2" AT SIDE AND END LAPS, BUT NOT LESS THAN 6" AND SHALL BE WIRED TOGETHER. MAKE ALL BARS CONTINUOUS AROUND CORNERS OR PROVIDE CORNER BARS OF EQUAL SIZE AND SPACING. IN ADDITION TO STANDARD WALL REINFORCING PROVIDE (2) #4 BARS, ONE EACH FACE, W/ 2'-0" PROJECTION ON ALL SIDE AROUND OPENING IN CONC. (U.O.N.) CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301-89, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. ALL CONCRETE SLABS SHALL BE ISOLATED FROM FOUNDATIONS WALLS, STEEL COLUMNS AND UTILITY LINES AS SPECIFIED ON PLANS OR DETAILS. ** UNLESS OTHERWISE NOTED** STRUCTURAL STEEL: ALL STRUCTURAL STEEL ROLLED SHAPES SHALL CONFORM TO ASTM SPECIFICATION A36, LATEST ADDITION. ALL PIPE COLUMNS SHALL CONFORM TO ASTM SPECIFICATION A53. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE RISC SPECIFICATION AND CODE OF STANDARD PRACTICE, LATEST EDITIONS. ALL FIELD CONNECTIONS SHALL BE MADE WITH 3/4" DIAMETER ASTM A307 BOLTS. (U.O.N.) 3" DIAMETER-IIGA. ADJUSTABLE PIPE COLUMNS SHALL BE RATED AT 14.7 KIPS MINIMUM. 3" DIAMETER -SCHEDULE 40 ADJUSTABLE PIPE COLUMNS SHALL BE RATED AT 33.4 KIPS MINIMUM. AT STEEL BM.(T CONN.) COPE END OF BEAM AND WELD WEBS TOGETHER W/ 1/4" FILLET WELD. BOTH SIDES. OR CONNECT PER DETAIL 6-A2 AT BEAM END PLACE 2x4 BRACING AT 45° FROM BOTTOM FLANGE OF BEAM TO FILLED WEB OF FLOOR JOIST. TYP. EA. SIDE OF BEAM FOUNDATIONS: THE SPECIFICATIONS AND SOILS REPORT ARE PART OF THIS DESIGN PLACE FLOOR JOISTS AND SUB FLOOR PRIOR TO BACK FILLING PLACE COMPACTED BACK FILL IN LIFTS ALONG ENTIRE LENGTH OF WALL SEE SPECIFICATIONS WALL THICKNESSES SHOWN ARE NOMINAL. LOAD BEARING COMPONENTS SUSCEPTIBLE TO WEATHER SHALL BE FINISHED TO MIN. OF 36" BELOW AND 6" ABOVE FINISHED GRADE WALL HEIGHTS VARY. REFER TO ARCH. DRAWINGS & DETAIL SHEETS IF WALL HEIGHTS EXCEED 12 FEET OR IF UNFORESEEN CONDITIONS ARISE, CONTACT ENG. VERIFY LOCATIONS OF PADS & PIERS MINIMUM T BEFORE STEPPING AT ANY DIRECTION CHANGE IN WALL PADS 18" SQ. THRU 22" SQ. ARE 9" THK. PADS 24" SQ. THRU 34" SQ. ARE 9 1/2" THK. PADS 37" SQ. THRU 54" SQ. ARE 11 1/2" THK. ALL PADS TO BE REINFORCED WITH #4/60 REBAR @ 12" O.C. EACH WAY, (MINIMUM 2 -BARS EACH WAY) INSTALLED 3" FROM BOTTOM OF PAD. REFERENCE 2/SK-1 for new to existing foundation detail EXISTING DWELLING PROPOSED ADDITION A T-Cn rrTr A T n _UTT.TUnn r_Ur a-CT.Trr Note: The foundation system shall be inspected by the engineer of record or designated representative and verified to the Building Division by means of stamped inspection approval letter provided to the building inspector prior to, the first rough framing inspection. A foundation inspection is also required to be performed by a City of Wheat Ridge building inspector per 2018 IRC, Section R109.1.1 See additional foundation information J2.2S engineering SK -1 and S2 THE SILLS AND SOLE PLATES IN CONTACT WITH CONCRETE MUST BE TREATED AGAINST DECAY. 1/2" DIA. x 10" LONG ANCHOR BOLTS AT 4' O.C., MIN. 2 -PER PLATE, MIN. 12" FROM PLATE ENDS AND 12" FROM CORNERS. Anchor Bolts (min. '/2" diameter) must be provided to anchor the structure to the foundation. Bolts must be provided at a maximum spacing of 6 on center, minimum 2 bolts per plate section and within 12" of the end of each plate section. The bolts must be at least '/2" in diameter and extend at least 7" into the foundation. HORIZONTAL REINFORCEMENT VERTICAL REINFORCEMENT FOR WALL HEIGHTS: FOR WALL HEIGHTS: 3' OR LESS -- TWO #5/60 TOP AND BOTTOM T OR LESS -- #4/60 @ 60" ON CENTER 3'-1" TO 12' -- TWO #5/60 TOP AND BOTTOM 4'-1" TO 12' -- #4/60 @ 18" ON CENTER AND #4/60 @ 18" ON CENTER PLACE (2) #5/60 3" FROM THE TOP OF CONCRETE AND (2) #5/60 3" FROM BOTTOM OF CONCRETE IN PLACE OF VERTICAL STEEL STUBBED FROM FOOTING, PROVIDE A 1 1/2" WIDE x 1" DEEP KEY WAY AT CENTER OF FOOTING FOR WALLS UP TO 8'-0". FOR WALLS OVER 8'-0", KEY WAY SHALL BE 3" WIDE x 1" DEEP. SEE BASEMENT PLAN FOR WINDOW AND DOOR LOCATIONS, BRICK LEDGE LOCATIONS & PATIO SLAB LOCATIONS NOTE: BUILDER HAS BEEN INFORMED OF THE RISK OF SLAB -ON -GRADE MOVEMENT DUE TO EXPANSIVE/CONSOLIDATING SOIL AND ACCEPTS THESE RISKS DESIGN SOIL: ENGINEERING CRITERIA PROVIDED BY: 6) SOIL COMPACTION OPEN HOLE INSPECTION REQUIRED ANY SOIL DISTURBED ADJACENT TO BEARING FDN. COMPONENTS SHALL PRIOR TO SETTING FOOTING FORMS BE RE -COMPACTED TO A MIN. OF 85% STANDARD PROJECTOR DENSITY. SOIL SUPPORTING CONC. SLABS SHALL BE COMPACTED TO 95% STANDARD PROJECTOR DENSITY MECHANICAL COMPACTION METHODS SHALL BE UTILIZED. FIELD OBSERVATIONS OF THE EXCAVATION AND SOIL REPLACEMENT IS REQUIRED REFER TO SOILS REPORT " COMPACTION SECTION" SUBMIT FIELD REPORTS UPON COMPLETION EDGE OFFSET NAILS AT SEAMS (TYP) INTERIOR WALL INTERIOR PANEL (4x8 OR 4x4 PANELS ARE TO BE INSTALLED VERTICALLY OR HORIZONTALLY WITH BLOCKING AT SEAMS) INTERIOR PANELING NO SCALE FOUNDATION DETAILS 1/411 — 1'-011 EXTERIOR WALL MIN. 3" X 11 1/4" NET HEADER FASTEN SHEATHING TO HEADER WITH 8d COMMON NAILS IN 3" GRID PATTERN AS SHOWN AND 3" Q.C. IN ALL FRAMING (STUDS AND SILLS) (TYP.) 1000 LB. HEADER -TO -JACK -STUD STRAP ON BOTH SIDES OF — OPENING (TYP) IF PANEL SPLICE IS NEEDED IT SHALL OCCUR WITHIN 24" OF MID -HEIGHT. BLOCKING — IS NOT REQUIRED. MIN. (2) 2" X 4"(TYP.) NO. OF JACK STUDS PER TABLE R502.5(1 &2) MIN. WIDTH BASED ON 6:1 HEIGHT -TO -WIDTH RATIO: FOR - EXAMPLE: 16" MIN. FOR S' HEIGHT MIN. 2"X2"X3 / 16"— PLATE WASHER 'fz" O A307 ANCHOR BOLT (TYP.) EXTENT OF HEADER (TWO BRACED WALL SEGMEMTS) (ONE BRACED WALL SEGMENT) TOP PLATE CONTINUITY IT TO 1B' (FINISHED WIDTH) REQUIRED PER R602.3.2 2 X 6" STUD WALL T.O. MAIN FLOOR 9-1/2" FLOOR JOISTS 8" CONTINUOUS FOUNDATION WALL CRAWL SPACE REBAR PER SPECIFICATIONS RE: Al. I 1/2" x 10" ANCHOR BOLTS @ 4'-0" O.C., TYP. MIN. 26GA GALV. SHEET STEEL TO ISOLATE WOOD/CONCRETE 6" CONC. WITH #4/60 @ 36" O.C. EA. WAY TO BE DOWELED INTO FDN. WALLS 7 11 1/8" PER FT. SLOPE -P.C. CONC. HAUNCH BOLTS TO FDN. WALL BITUMINOUS DAMP PROOFING SECTION BACK PATIO NO SCALE SHEATHING FILLER IF NEEDED 16d SINKER NAILS IN 2 ROWS @ 3" O.C. 1004 LB. HEALER -TO -JACK -STUD STRAP ON BOTH SIDES OF OPENING (REF. NO. LSTA24) 3/8" MIN. THICKNESS WOOD STRUCTURAL PANEL SHEATHING SIDE ELEVATION DOOR JAMB BRACING DETAIL NO SCALE W N O N co 0 C0 U" T W(D N O N O c0 O COZ GUY R. W14OLS III 42 07/28/202 AR�`� N co Project # 19002 Date: 07/28/2021 NOT FOR CONSTRUCTION 0 ISSUED FOR PRICING Q ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION SHEET: S1161 M [� M O W O 00 H Q W x x W Q Z H � W M Project # 19002 Date: 07/28/2021 NOT FOR CONSTRUCTION 0 ISSUED FOR PRICING Q ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION SHEET: S1161 .26 Engineering Reviewe For Structural Only -07- Digitally signed by Daniel M Canda DN: C=US, E=dcanda@j226engineering.com, M Canda O=J2.26Engineering, OU=Engineering, CN=Daniel M Canda Date: 2021.12.07 13:21:34-07'00' L -1 L -1 L -1 L -1 Under floor space shall comply with R408 PROPOSED COVED PATIO ABOVE L L (2 D PROPOSED MAIN FLOOR FRAMING - 1/411 = 1'-011 FLOOR, WALL & ROOF FRAMING SPECIFICATIONS: 1. ALL MAIN LEVEL JOISTS SHALL BE 11-7/8" I -JOISTS TRUSS JOIST MACMILLAN 210 SERIES MINIMUM. ALL UPPER LEVEL FLOOR JOIST SHALL BE 11-7/8" I -JOISTS, 210 SERIES. USE OF LOUISIANA PACIFIC, GEORGIA PACIFIC OR BOISE CASCADE BRAND I -JOISTS SHALL BE EQUAL OR BETTER IN STRUCTURAL PROPERTIES. 2. FLOOR JOISTS ARE DESIGNED AND FABRICATED FOR L/480 CODE LIVE LOAD DEFLECTION. FLOOR JOISTS ARE CONTINUOUS WHERE SHOWN IN PLAN. 3. LAMINATED VENEER LUMBER (LVL) 1 3/4" WIDE PIECES AND MULTI -PLY MEMBERS SHALL BE TRUSS JOIST MICRO -LAM (M=L) OR EQUIVALENT MEETING THE FOLLOWING MINIMUM SPECIFICATIONS. Fb= 2,600 PSI E= 1,900 KSI Fv= 285 PSI 4. LAMINATED VENEER LUMBER (LVL) SOLID PIECES 3 1/2" AND WIDER AND TRUSS JOIST PARA -LAM (PSL) OR EQUIVALENT SHALL MEET THE FOLLOWING ALLOWABLE STRESSES: Fb= 2,900 PSI E= 2,000 KSI Fv= 285 PSI 5. ALL 2 AND 3 PLY 1 3/4" LVL MEMBERS SHALL BE NAILED TOGETHER WITH A ROW OF 3,16d NAILS VERTICAL AND 16" O.C. HORIZONTAL. ALL 4 -PLY MEMBERS SHALL BE THROUGH BOLTED STAGGERED TOP AND BOTTOM WITH 1/2" DIAMETER BOLTS 16" O.C. 6. PROVIDE THE FOLLOWING STRUCTURAL COLUMNS FOR ALL BEAMS UNLESS SHOWN OTHERWISE IN FRAMING PLANS. (ORIENT LONG FACE PARALLEL TO BEAM UNLESS SHOWN OTHERWISE.) A. (3) 2X STUD POSTS FOR 3 1/2" WIDE 2 -PLY LVL BEAMS. (2" MIN. BEARING LENGTH) B. (4) 2X STUD POSTS FOR 3 -PLY 5 1/4" WIDE LVL BEAMS. (3" MIN. END BEARING LENGTH) C. (5) 2X STUD POSTS FOR ALL 4 -PLY 7" WIDE BOLTED LVL BEAMS. (4" MIN. BEARING LENGTH, EXCEPT AS NOTED) 7. BLOCK SOLID UNDER ALL STRUCTURAL COLUMNS TO STRUCTURAL BEAM CONCRETE FOUNDATION. 8. ALL EXTERIOR DOOR AND WINDOW HEADERS SHALL BE (2) 2X10 (2X4 WALL) OR (3) 2X10 (2X6 STUD WALLS) TYPICAL SITE BUILT MEMBERS PER PLAN EXCEPT WHERE NOTED. FOR TRUSS JOIST BRAND PRODUCTS, 3 1/2" X 7 1/4" LAMINATED STRAND LUMBER (LSL) (MIN.) MAYBE SUBSTITUTED FOR (2) 2 X 10-S WHERE SHOWN IN PLAN. USE(3)13/4"X91/4" LSL FOR (3) 2X10 HEADERS AT 2X6 STUD WALLS. SEE PLAN FOR RECOMMENDATIONS OR KING POSTS, TRIMMERS AND HEADERS FOR 2X STUD WALL BALLOON FRAMING, IF APPLICABLE. 9. PROVIDE THE FOLLOWING STUD POSTS (TRIMMERS) FOR ALL EXTERIOR DOORS AND WINDOWS UNLESS NOTED OTHERWISE: A. HEADER OPENINGS 5' OR LESS: (1) STUD POSTS EACH END. B. HEADER OPENINGS OVER 5' (2) STUD POSTS EACH END. 10. PROVIDE (3) 2X4 MIN. STUD POSTS MINIMUM FOR ALL ROOF GIRDER TRUSSES EXCEPT AS NOTED IN PLAN. 11. FIR BEAMS FIR BEAMS SHALL BE DOUGLAS FIR LARCH NO. 2 OR BETTER: Fb=875 PSI E= 1,600 KSI Fv=165 PSI 12. GLUE -LAMINATED BEAMS GLUE -LAMINATED BEAMS SHALL BE EXTERIOR GRADE UNLESS NOTED OTHERWISE: Fb=2,000 PSI E= 1,800 KSI Fv=165 PSI 13. FRAMING LUMBER A. STUDS - HEM FIR OR DOUGLAS FIR STUD GRADE. B. POSTS/COLUMNS - NO. 2 GRADE POST AND TIMBERS DOUGLAS FIR LARCH OR HEM FIR STUD GRADE MULTI -STUD POSTS. C. DECK JOISTS -DOUGLAS FIR 92 OR BETTER 14. JOISTS AND LVL BEAM SUPPLIER TO PROVIDE PLACEMENT DRAWING SHOWING ALL JOISTS, BRIDGING, AND MISC. ACCESSORIES INCLUDING HANGERS. SUBMIT FOR ENGINEERS APPROVAL. 15. DECK FRAMING LUMBER A. DECK JOISTS - DOUGLAS FIR 92 OR BETTER. ALL DECK BEAMS AND JOISTS EXPOSED TO WEATHER SHALL BE PRESSURE TREATED OR WATERPROOF SEALED AT TIME OF CONSTRUCTION. B. FOR DECK JOIST SPANS UP TO 9', ATTACH 2X LEDGER AT EXTERIOR FRAME WALLS WITH 2 HOR. ROWS 3/8" MIN. LAG BOLTS 32" O.C. STAGGER TOP AND BOTTOM. C. FOR DECK JOIST SPANS FROM 9' TO 16', ATTACH 2X LEDGER AT EXTERIOR FRAME WALLS WITH 2 ROWS 1/2" LAG BOLTS 16" O.C. STAGGER TOP AND BOTTOM. 16. PLYWOOD SHALL CONFORM TO APA CURRENT PRODUCT SPECIFICATION AND SHALL BE PERFORMANCE RATED TO THE GRADES SPECIFIED. A. ROOF SHEETING SHALL BE 1/2" APA 32/16 EXPOSURE I RATED PLYWOOD OR OSB EQUIVALENT MINIMUM. B. FLOOR SHEATHING SHALL BE 3/4" APA 48/24 EXPOSURE I RATED TONGUE AND GROOVE PLYWOOD GLUED AND NAILED W/ IOd NAILS @ 6" O.C. EDGE AND 10" O.C. FIELD. C. EXTERIOR WALL SHEETING SHALL BE BRACED WITH 7/16" STRUCTURAL EXTERIOR GRADE OSB. NAIL W/ 8d NAILS 6" O.C. ON PERIMETER AND 12" O.C. AT STUDS IN FIELD. INTERIOR BRACED WALLS SHALL BE CLAD WITH GYPSUM BOARD SHEATHING, 1/2" THICK BY 4 FEET WIDE WALLBOARD ON STUDS SPACED 16" O.C.. NAIL W/ NO. 11 GAUGE 1 3/4" LONG, 7/16 HEAD DIAMOND POINT GALVANIZED NAILS 8" O.C. ALL STUDS, 4" O.C. ALONG PANEL EDGES, TOP AND BOTTOM PLATES, AND BLOCKING (BOTH SIDES OF WALL). 17. USE TRUSS JOIST 1 1/4" THICK TIMBER STRAND LSL RIM BOARD OR EQUIVALENT BRAND BY SUPPLIER. 18. TYPICAL FRAMING HANGERS (ITC 2.06/11.88 WITH 4 - I OD NAILS) A. SINGLE I -JOIST FACE: IUS2.06/ 11.88 TOP ITT2.1/ 11.88 B. DOUBLE I -JOIST FACE: MIU4.28/ 11 TOP MIT4.28/ 11.88 C. SINGLE LVL BEAM FACE: HU11, TOP: MITI 1.88 D. DOUBLE LVL BEAM FACE: HHUS410, TOP: GLTV3.511 19. TYPICAL FRAMING HANGERS (ITC 2.06/11.88 WITH 4 - I OD NAILS): E. SINGLE I -JOIST FACE: IUS2.06/ 9.5 TOP ITT2.1/ 9.5 F. DOUBLE I -JOIST FACE: MIU4.28/ 9 TOP MIT4.28/ 9.5 G. SINGLE LVL BEAM FACE: HU9 TOP: MIT9.5 H. DOUBLE LVL BEAM FACE HHUS410, TOP: GLTV3.59 20. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR RESIDENTIAL FRAMING OF I -JOIST AND LVL PRODUCTS. SEE DETAIL SHEET AVAILABLE FROM MANUFACTURER OR SUPPLIER. 21. THIS SYMBOL (■) INDICATES A MINIMUM OF (2) 2 X 6 TRIM STUDS UNLESS NOTED OTHERWISE AS "PER ENGINEER". USE LARGER POSTS WHERE NOTED. INSTALL KING STUDS PER CODE. 22. PROVIDE RIM JOISTS AT END OF ALL FLOOR JOISTS U.N.O. 23. ALL METAL CONNECTORS ARE TO BE SIMPSON "STRONG -TIE" OR EQUAL & SHALL BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 24. ALL EXTERIOR SHEATHING TO BE 7/16" O.S.B. OR EQUIVALENT 25. ALL EXTERIOR WALLS TO BE FRAMED AT 16" O.C. WITH DOUBLE TOP PLATE AND SINGLE BOTTOM PLATE. 26. ALL INTERIOR BEARING WALLS TO BE FRAMED AT 16" O. C. WITH DOUBLE TOP PLATE AND SINGLE BOTTOM PLATE. 27. ALL INTERIOR NON-BEARING WALLS TO BE FRAMED AT 16" O. C. WITH SINGLE TOP PLATE AND SINGLE BOTTOM PLATE. 28. FRAMER RESPONSIBLE FOR MISSING PLUMBING & HEATING RUNS 29. NON -LOAD BEARING WALLS OVER 14 FT. UNSUPPORTED HEIGHT TO BE FRAMED WITH 2 X 6 STUDS. 30. LOAD BEARING WALLS OVER 10 FT. UNSUPPORTED HEIGHT TO BE FRAMED WITH 2 X 6 STUDS. 31. TRUSS LAYOUT SHOWN IS TO BE VERIFIED BY TRUSS MANUFACTURER. REFER TO SHOP DRAWING BY TRUSS MANUFACTURER FOR EXACT LAYOUT & ADDITIONAL DETAILS. 32. TRUSS PROFILES ARE SCHEMATIC REPRESENTATIONS OF TRUSS SHAPES ONLY. INTERIOR WEB MEMBERS ARE TO BE DESIGNED BY TRUSS MANUFACTURER & APPROVED BY OWNER / ARCHITECT. 33. BRICK LINTELS: 3'-0" - 4'-0" USE L 34' X 34' X I" WITH A MINIMUM OF 6" BEARING ON EACH END (LLV). 4'-1" - 6-0" USE L 4" X 3-\" X {" WITH A MINIMUM OF 6" BEARING ON EACH END (LLV). 6'-1" - 10'-0" USE L 6" X 4" X {" WITH A MINIMUM OF 6" BEARING ON EACH END (LLV). 10'-1" - 16-0" USE L 7" X 4" X \" WITH A MINIMUM OF 6" BEARING ON EACH END (LLV). USE V" LAG SCREWS ON HEADERS @ 24" O.C. FOR LATERAL SUPPORT. 34. ATTACH BRICK VENEER WITH TIES TO BE NO MORE THAN 24" HORIZONTAL AND 16" VERTICAL (AND NO MORE THAN 2 SQUARE FEET.) THE TIE IS TO BE ATTACHED TO THE STUDS, NOT JUST THE SHEATHING. 35. CARRY ALL POINT LOADS CONTINUOUS TO FOUNDATION. 36. MULTIPLE MEMBER ATTACHMENT: (2) MEMBERS - GLUE & NAIL W/ (4) 1 Od NAILS @ 16" O. C. (3) MEMBERS - GLUE & BOLT W/ (4) 16d NAILS @ 16" O.C. (4) MEMBERS - GLUE & BOLT W/ (2) 1/2" - BOLT @ 16" O.C. (TYP. U.N.O.) 37. THE SILLS AND SOLE PLATES IN CONTACT WITH CONCRETE MUST BE TREATED AGAINST DECAY. W N N co co0 co U" T It W N O N O 00 O I � O COD GUY R. N1 Sill 0 07/28/202 A R .�� Z O W W Ir r N co SHEET: S1162 M M G Q 00 0P_� � 0 a w Z M� I� SHEET: S1162 M M rT� 00 F-�-I O M� I� rrTTll� I --I O rT, M Project # 19002 Date: 07/28/2021 NOT FOR CONSTRUCTION 0 ISSUED FOR PRICING Q ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION SHEET: S1162 J2.26 Engineering Reviewed 12 -07 - For Structural Only 6X16 RIDGE Ll�;F W e�PO RAFTERS, RIPP Q "9 Digitally signed by Daniel M Canda DN:C=US, 4 i E=dcanda@j226engineering.com, p47� $ Q I M Canda O=J2.26 Engineering, ori OU=Engineering, CN=Daniel M ^O^ H Canda Date: 2021.12.07 13:21:21-07'00' r i PATIO ss�UPlA\- �t1 N TERIOR 009 ASPHALT COMPOSITION SHINGLES 30 YEAR, PER MANUF. & 2015 I.R.C., TYP. 12 4 OSB RATED ROOF SHEATHING PER 2015 I.R.C., TYP. - (2) 7-1/4" LVL, RIDGE BEAM R-49 BATT INSULATION PER 2015 ENERGY CODE, TYP. \ 2X8 RAFTERS @ 24" O.C. --- 1/2" GYPSUM WALLBOARD OVER CONTINUOUS, CLASS I VAPOR RETARDER FRAMING DETAIL 0 1/2" = 1'-0" 2X8 RAFTERS W/ %4" FLITCH PLATE 6� 6" M %2"O X 5-1/2" CARRIAGE 12 N THRU BOLTS IN %" HOLES 4 It 00 N N 3 � 11 , 4 N RIDGE 143° I/2" 0 X 5-1/2" CARRIAGE THRU BOLTS IN %" HOLES 6'r MASTER BED BED 2 BELOW BELOW 4 : 12 4 : 12 s 2;611 BATH I BELOW 6'J 6„ R11 GE 12 4 OFFICE BELOW M BATH 2 M BELOW4 12 4 : 12 1 /4" FLITCH PLATE LAYOUT 1" = 1'-0" 6 14CEDABEA 6X16 RIDGE BEAM 3X10 CEDA3 C O V' D RAFTERS, RIPP @0.5:12@481111.C. 2) N ^O^ H �W 4, 5 PATIO I� N TERIOR 009 w 7777/ WALE �w 00 @4 BELOW � N I 6X14 CEDAR BE M o -1/4" L O aW I 00 � W ~x � I Project # 19002 W 3X10 C AR RAFTERS @48" O.C. NOT FOR CONSTRUCTION I 00 W Q ISSUED FOR PERMIT W/14" CDX PLYWOC & W Q 1 T&G CEDAR C +6- r" a rx a rx � rx QQ � d 4" AI RIDGE F 6X16 RIDGE BUAM 14 CEDAR BEA N ti G 3X10 CEDAI RAFTERS, RIP] 6t.14 CEDAR BE) Roof rafters and trusses must be attached to supporting wall assemblies by connections capable of providing the resistance required in Table R802.11 (from -131 to -436 pound per connection with an overhang increase of -53.36 pounds per linear foot). @0.5:12@48" .C. 00 ROPOSF,D I I W 6X16 RIDGE BEAM O C O V' D 0 TO BE HANGEPED CONCEALED FL WITH ZNGE HNG. N ^O^ H �W 4, 5 PATIO I� @ FACEOF TERIOR 009 w 7777/ WALE �w 00 @4 BELOW � N I IN (2) W -1/4" L 14 CEDAR BEA N ti G 3X10 CEDAI RAFTERS, RIP] 6t.14 CEDAR BE) Roof rafters and trusses must be attached to supporting wall assemblies by connections capable of providing the resistance required in Table R802.11 (from -131 to -436 pound per connection with an overhang increase of -53.36 pounds per linear foot). @0.5:12@48" .C. 00 M I I W 40�1<1 40 4 12 O �T� 0 I H� �W ^O^ H �W 4, 5 I� )T 009 w 7777/ �w 00 I � N I IN (2) W -1/4" L DG] aW I 00 � W ~x I Project # 19002 Date: 07/28/2021 NOT FOR CONSTRUCTION I 00 W Q ISSUED FOR PERMIT I d A DINING titi�� X14 BELOW FOYER BELOW LIVING KITCHEN I BELOW BELOW 01 :7Y ;�`� (2) 2x8 Header @ Chimney PROPOSED ROOF FRAMING 1/4" = 1'-0" COVED FRONT PORCH BELOW ❑ Provide code compliant attic ventilation -1/150 sq. ft. or 1/300 sq. ft. based on vent placement FLOOR, WALL & ROOF FRAMING SPECIFICATIONS: 1. ALL MAIN LEVEL JOISTS SHALL BE 11-7/8" I -JOISTS TRUSS JOIST MACMILLAN 210 SERIES MINIMUM. ALL UPPER LEVEL FLOOR JOIST SHALL BE 11-7/8" I -JOISTS, 210 SERIES. USE OF LOUISIANA PACIFIC, GEORGIA PACIFIC OR BOISE CASCADE BRAND I -JOISTS SHALL BE EQUAL OR BETTER IN STRUCTURAL PROPERTIES. 2. FLOOR JOISTS ARE DESIGNED AND FABRICATED FOR L/480 CODE LIVE LOAD DEFLECTION. FLOOR JOISTS ARE CONTINUOUS WHERE SHOWN IN PLAN. 3. LAMINATED VENEER LUMBER (LVL) 1 3/4" WIDE PIECES AND MULTI -PLY MEMBERS SHALL BE TRUSS JOIST MICRO -LAM (M=L) OR EQUIVALENT MEETING THE FOLLOWING MINIMUM SPECIFICATIONS. Fb= 2,600 PSI E= 1,900 KSI Fv= 285 PSI 4. LAMINATED VENEER LUMBER (LVL) SOLID PIECES 3 1/2" AND WIDER AND TRUSS JOIST PARA -LAM (PSL) OR EQUIVALENT SHALL MEET THE FOLLOWING ALLOWABLE STRESSES: Fb= 2,900 PSI E= 2,000 KSI Fv= 285 PSI 5. ALL 2 AND 3 PLY 1 3/4" LVL MEMBERS SHALL BE NAILED TOGETHER WITH A ROW OF 3,16d NAILS VERTICAL AND 16" O.C. HORIZONTAL. ALL 4 -PLY MEMBERS SHALL BE THROUGH BOLTED STAGGERED TOP AND BOTTOM WITH 1/2" DIAMETER BOLTS 16" O.C. 6. PROVIDE THE FOLLOWING STRUCTURAL COLUMNS FOR ALL BEAMS UNLESS SHOWN OTHERWISE IN FRAMING PLANS. (ORIENT LONG FACE PARALLEL TO BEAM UNLESS SHOWN OTHERWISE.) A. (3) 2X STUD POSTS FOR 3 1/2" WIDE 2 -PLY LVL BEAMS. (2" MIN. BEARING LENGTH) B. (4) 2X STUD POSTS FOR 3 -PLY 5 1/4" WIDE LVL BEAMS. (3" MIN. END BEARING LENGTH) C. (5) 2X STUD POSTS FOR ALL 4 -PLY 7" WIDE BOLTED LVL BEAMS. (4" MIN. BEARING LENGTH, EXCEPT AS NOTED) 7. BLOCK SOLID UNDER ALL STRUCTURAL COLUMNS TO STRUCTURAL BEAM CONCRETE FOUNDATION. 8. ALL EXTERIOR DOOR AND WINDOW HEADERS SHALL BE (2) 2X10 (2X4 WALL) OR (3) 2X10 (2X6 STUD WALLS) TYPICAL SITE BUILT MEMBERS PER PLAN EXCEPT WHERE NOTED. FOR TRUSS JOIST BRAND PRODUCTS, 3 1/2" X 7 1/4" LAMINATED STRAND LUMBER (LSL) (MIN.) MAYBE SUBSTITUTED FOR (2) 2 X 10-S WHERE SHOWN IN PLAN. USE(3)13/4"X91/4" LSL FOR (3) 2X10 HEADERS AT 2X6 STUD WALLS. SEE PLAN FOR RECOMMENDATIONS OR KING POSTS, TRIMMERS AND HEADERS FOR 2X STUD WALL BALLOON FRAMING, IF APPLICABLE. 9. PROVIDE THE FOLLOWING STUD POSTS (TRIMMERS) FOR ALL EXTERIOR DOORS AND WINDOWS UNLESS NOTED OTHERWISE: A. HEADER OPENINGS 5' OR LESS: (1) STUD POSTS EACH END. B. HEADER OPENINGS OVER 5' (2) STUD POSTS EACH END. 10. PROVIDE (3) 2X4 MIN. STUD POSTS MINIMUM FOR ALL ROOF GIRDER TRUSSES EXCEPT AS NOTED IN PLAN. 11. FIR BEAMS FIR BEAMS SHALL BE DOUGLAS FIR LARCH NO. 2 OR BETTER: Fb=875 PSI E= 1,600 KSI Fv=165 PSI 12. GLUE -LAMINATED BEAMS GLUE -LAMINATED BEAMS SHALL BE EXTERIOR GRADE UNLESS NOTED OTHERWISE: Fb=2,000 PSI E= 1,800 KSI Fv=165 PSI 13. FRAMING LUMBER A. STUDS - HEM FIR OR DOUGLAS FIR STUD GRADE. B. POSTS/COLUMNS - NO. 2 GRADE POST AND TIMBERS DOUGLAS FIR LARCH OR HEM FIR STUD GRADE MULTI -STUD POSTS. C. DECK JOISTS -DOUGLAS FIR 92 OR BETTER 14. JOISTS AND LVL BEAM SUPPLIER TO PROVIDE PLACEMENT DRAWING SHOWING ALL JOISTS, BRIDGING, AND MISC. ACCESSORIES INCLUDING HANGERS. SUBMIT FOR ENGINEERS APPROVAL. 15. DECK FRAMING LUMBER A. DECK JOISTS - DOUGLAS FIR 92 OR BETTER. ALL DECK BEAMS AND JOISTS EXPOSED TO WEATHER SHALL BE PRESSURE TREATED OR WATERPROOF SEALED AT TIME OF CONSTRUCTION. B. FOR DECK JOIST SPANS UP TO 9', ATTACH 2X LEDGER AT EXTERIOR FRAME WALLS WITH 2 HOR. ROWS 3/8" MIN. LAG BOLTS 32" O.C. STAGGER TOP AND BOTTOM. C. FOR DECK JOIST SPANS FROM 9' TO 16', ATTACH 2X LEDGER AT EXTERIOR FRAME WALLS WITH 2 ROWS 1/2" LAG BOLTS 16" O.C. STAGGER TOP AND BOTTOM. 16. PLYWOOD SHALL CONFORM TO APA CURRENT PRODUCT SPECIFICATION AND SHALL BE PERFORMANCE RATED TO THE GRADES SPECIFIED. A. ROOF SHEETING SHALL BE 1/2" APA 32/16 EXPOSURE I RATED PLYWOOD OR OSB EQUIVALENT MINIMUM. B. FLOOR SHEATHING SHALL BE 3/4" APA 48/24 EXPOSURE I RATED TONGUE AND GROOVE PLYWOOD GLUED AND NAILED W/ IOd NAILS @ 6" O.C. EDGE AND 10" O.C. FIELD. C. EXTERIOR WALL SHEETING SHALL BE BRACED WITH 7/16" STRUCTURAL EXTERIOR GRADE OSB. NAIL W/ 8d NAILS 6" O.C. ON PERIMETER AND 12" O.C. AT STUDS IN FIELD. INTERIOR BRACED WALLS SHALL BE CLAD WITH GYPSUM BOARD SHEATHING, 1/2" THICK BY 4 FEET WIDE WALLBOARD ON STUDS SPACED 16" O.C.. NAIL W/ NO. 11 GAUGE 1 3/4" LONG, 7/16 HEAD DIAMOND POINT GALVANIZED NAILS 8" O.C. ALL STUDS, 4" O.C. ALONG PANEL EDGES, TOP AND BOTTOM PLATES, AND BLOCKING (BOTH SIDES OF WALL). 17. USE TRUSS JOIST 1 1/4" THICK TIMBER STRAND LSL RIM BOARD OR EQUIVALENT BRAND BY SUPPLIER. 18. TYPICAL FRAMING HANGERS (ITC 2.06/11.88 WITH 4 - I OD NAILS) A. SINGLE I -JOIST FACE: IUS2.06/ 11.88 TOP ITT2.1/ 11.88 B. DOUBLE I -JOIST FACE: MIU4.28/ 11 TOP MIT4.28/ 11.88 C. SINGLE LVL BEAM FACE: HU11, TOP: MITI 1.88 D. DOUBLE LVL BEAM FACE: HHUS410, TOP: GLTV3.511 19. TYPICAL FRAMING HANGERS (ITC 2.06/11.88 WITH 4 - I OD NAILS): E. SINGLE I -JOIST FACE: IUS2.06/ 9.5 TOP ITT2.1/ 9.5 F. DOUBLE I -JOIST FACE: MIU4.28/ 9 TOP MIT4.28/ 9.5 G. SINGLE LVL BEAM FACE: HU9 TOP: MIT9.5 H. DOUBLE LVL BEAM FACE HHUS410, TOP: GLTV3.59 20. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR RESIDENTIAL FRAMING OF I -JOIST AND LVL PRODUCTS. SEE DETAIL SHEET AVAILABLE FROM MANUFACTURER OR SUPPLIER. 21. THIS SYMBOL (■) INDICATES A MINIMUM OF (2) 2 X 6 TRIM STUDS UNLESS NOTED OTHERWISE AS "PER ENGINEER". USE LARGER POSTS WHERE NOTED. INSTALL KING STUDS PER CODE. 22. PROVIDE RIM JOISTS AT END OF ALL FLOOR JOISTS U.N.O. 23. ALL METAL CONNECTORS ARE TO BE SIMPSON "STRONG -TIE" OR EQUAL & SHALL BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 24. ALL EXTERIOR SHEATHING TO BE 7/16" O.S.B. OR EQUIVALENT 25. ALL EXTERIOR WALLS TO BE FRAMED AT 16" O.C. WITH DOUBLE TOP PLATE AND SINGLE BOTTOM PLATE. 26. ALL INTERIOR BEARING WALLS TO BE FRAMED AT 16" O. C. WITH DOUBLE TOP PLATE AND SINGLE BOTTOM PLATE. 27. ALL INTERIOR NON-BEARING WALLS TO BE FRAMED AT 16" O. C. WITH SINGLE TOP PLATE AND SINGLE BOTTOM PLATE. 28. FRAMER RESPONSIBLE FOR MISSING PLUMBING & HEATING RUNS 29. NON -LOAD BEARING WALLS OVER 14 FT. UNSUPPORTED HEIGHT TO BE FRAMED WITH 2 X 6 STUDS. 30. LOAD BEARING WALLS OVER 10 FT. UNSUPPORTED HEIGHT TO BE FRAMED WITH 2 X 6 STUDS. 31. TRUSS LAYOUT SHOWN IS TO BE VERIFIED BY TRUSS MANUFACTURER. REFER TO SHOP DRAWING BY TRUSS MANUFACTURER FOR EXACT LAYOUT & ADDITIONAL DETAILS. 32. TRUSS PROFILES ARE SCHEMATIC REPRESENTATIONS OF TRUSS SHAPES ONLY. INTERIOR WEB MEMBERS ARE TO BE DESIGNED BY TRUSS MANUFACTURER & APPROVED BY OWNER / ARCHITECT. 33. BRICK LINTELS: 3'-0" - 4'-0" USE L 34' X 34' X I" WITH A MINIMUM OF 6" BEARING ON EACH END (LLV). min thickness 4'-1" - 6-0" USE L 4" X 3-\" X {" WITH A MINIMUM OF 6" for all angle lintels BEARING ON EACH END (LLV). 6'-1" - 10'-0" USE L 6" X 4" X {" WITH A MINIMUM OF 6" BEARING ON EACH END (LLV). 10'-1" - 16-0" USE L 7" X 4" X \" WITH A MINIMUM OF 6" BEARING ON EACH END (LLV). USE V" LAG SCREWS ON HEADERS @ 24" O.C. FOR LATERAL SUPPORT. 34. ATTACH BRICK VENEER WITH TIES TO BE NO MORE THAN 24" HORIZONTAL AND 16" VERTICAL (AND NO MORE THAN 2 SQUARE FEET.) THE TIE IS TO BE ATTACHED TO THE STUDS, NOT JUST THE SHEATHING. 35. CARRY ALL POINT LOADS CONTINUOUS TO FOUNDATION. 36. MULTIPLE MEMBER ATTACHMENT: (2) MEMBERS - GLUE & NAIL W/ (4) 1 Od NAILS @ 16" O. C. (3) MEMBERS - GLUE & BOLT W/ (4) 16d NAILS @ 16" O.C. (4) MEMBERS - GLUE & BOLT W/ (2) 1/2" - BOLT @ 16" O.C. (TYP. U.N.O.) 37. THE SILLS AND SOLE PLATES IN CONTACT WITH CONCRETE MUST BE TREATED AGAINST DECAY. W N O N M� 00 co 0 co U" T It W N O N O 00 O I � O U0 i > 0 Qf cozo COD GUY R. N1 Sill 0 07/28/202 SSD AR�� E6 Z O W LU Ir - N co M 40�1<1 40 4 12 O �T� 0 rF-TT�-IlI00 ^O^ H )T (3) 11-7/8 LVL, FLUSH 4 12 7777/ rrTTll� O � W M Project # 19002 Date: 07/28/2021 NOT FOR CONSTRUCTION 0 ISSUED FOR PRICING Q ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION d d r" a rx a rx � rx 4 12 J. RIDGE (2) 7- 4" LVL DGE B ,M 2 -CAR GARAGE (2 _I,4�� LVI. RI I GE BEAM 0N v BELOW TOEHAN E 2 TO R1 USIN k I TER GIRE CONCEALD I R 0 0Sk-2 EXISTING ROOF FLA E HANGE S RAFTERS TO BE CUT AND HANGERED @ GARAGE BEARING AMY wAEE EL W 2X8 FTERS , 24" O.C. 01 :7Y ;�`� (2) 2x8 Header @ Chimney PROPOSED ROOF FRAMING 1/4" = 1'-0" COVED FRONT PORCH BELOW ❑ Provide code compliant attic ventilation -1/150 sq. ft. or 1/300 sq. ft. based on vent placement FLOOR, WALL & ROOF FRAMING SPECIFICATIONS: 1. ALL MAIN LEVEL JOISTS SHALL BE 11-7/8" I -JOISTS TRUSS JOIST MACMILLAN 210 SERIES MINIMUM. ALL UPPER LEVEL FLOOR JOIST SHALL BE 11-7/8" I -JOISTS, 210 SERIES. USE OF LOUISIANA PACIFIC, GEORGIA PACIFIC OR BOISE CASCADE BRAND I -JOISTS SHALL BE EQUAL OR BETTER IN STRUCTURAL PROPERTIES. 2. FLOOR JOISTS ARE DESIGNED AND FABRICATED FOR L/480 CODE LIVE LOAD DEFLECTION. FLOOR JOISTS ARE CONTINUOUS WHERE SHOWN IN PLAN. 3. LAMINATED VENEER LUMBER (LVL) 1 3/4" WIDE PIECES AND MULTI -PLY MEMBERS SHALL BE TRUSS JOIST MICRO -LAM (M=L) OR EQUIVALENT MEETING THE FOLLOWING MINIMUM SPECIFICATIONS. Fb= 2,600 PSI E= 1,900 KSI Fv= 285 PSI 4. LAMINATED VENEER LUMBER (LVL) SOLID PIECES 3 1/2" AND WIDER AND TRUSS JOIST PARA -LAM (PSL) OR EQUIVALENT SHALL MEET THE FOLLOWING ALLOWABLE STRESSES: Fb= 2,900 PSI E= 2,000 KSI Fv= 285 PSI 5. ALL 2 AND 3 PLY 1 3/4" LVL MEMBERS SHALL BE NAILED TOGETHER WITH A ROW OF 3,16d NAILS VERTICAL AND 16" O.C. HORIZONTAL. ALL 4 -PLY MEMBERS SHALL BE THROUGH BOLTED STAGGERED TOP AND BOTTOM WITH 1/2" DIAMETER BOLTS 16" O.C. 6. PROVIDE THE FOLLOWING STRUCTURAL COLUMNS FOR ALL BEAMS UNLESS SHOWN OTHERWISE IN FRAMING PLANS. (ORIENT LONG FACE PARALLEL TO BEAM UNLESS SHOWN OTHERWISE.) A. (3) 2X STUD POSTS FOR 3 1/2" WIDE 2 -PLY LVL BEAMS. (2" MIN. BEARING LENGTH) B. (4) 2X STUD POSTS FOR 3 -PLY 5 1/4" WIDE LVL BEAMS. (3" MIN. END BEARING LENGTH) C. (5) 2X STUD POSTS FOR ALL 4 -PLY 7" WIDE BOLTED LVL BEAMS. (4" MIN. BEARING LENGTH, EXCEPT AS NOTED) 7. BLOCK SOLID UNDER ALL STRUCTURAL COLUMNS TO STRUCTURAL BEAM CONCRETE FOUNDATION. 8. ALL EXTERIOR DOOR AND WINDOW HEADERS SHALL BE (2) 2X10 (2X4 WALL) OR (3) 2X10 (2X6 STUD WALLS) TYPICAL SITE BUILT MEMBERS PER PLAN EXCEPT WHERE NOTED. FOR TRUSS JOIST BRAND PRODUCTS, 3 1/2" X 7 1/4" LAMINATED STRAND LUMBER (LSL) (MIN.) MAYBE SUBSTITUTED FOR (2) 2 X 10-S WHERE SHOWN IN PLAN. USE(3)13/4"X91/4" LSL FOR (3) 2X10 HEADERS AT 2X6 STUD WALLS. SEE PLAN FOR RECOMMENDATIONS OR KING POSTS, TRIMMERS AND HEADERS FOR 2X STUD WALL BALLOON FRAMING, IF APPLICABLE. 9. PROVIDE THE FOLLOWING STUD POSTS (TRIMMERS) FOR ALL EXTERIOR DOORS AND WINDOWS UNLESS NOTED OTHERWISE: A. HEADER OPENINGS 5' OR LESS: (1) STUD POSTS EACH END. B. HEADER OPENINGS OVER 5' (2) STUD POSTS EACH END. 10. PROVIDE (3) 2X4 MIN. STUD POSTS MINIMUM FOR ALL ROOF GIRDER TRUSSES EXCEPT AS NOTED IN PLAN. 11. FIR BEAMS FIR BEAMS SHALL BE DOUGLAS FIR LARCH NO. 2 OR BETTER: Fb=875 PSI E= 1,600 KSI Fv=165 PSI 12. GLUE -LAMINATED BEAMS GLUE -LAMINATED BEAMS SHALL BE EXTERIOR GRADE UNLESS NOTED OTHERWISE: Fb=2,000 PSI E= 1,800 KSI Fv=165 PSI 13. FRAMING LUMBER A. STUDS - HEM FIR OR DOUGLAS FIR STUD GRADE. B. POSTS/COLUMNS - NO. 2 GRADE POST AND TIMBERS DOUGLAS FIR LARCH OR HEM FIR STUD GRADE MULTI -STUD POSTS. C. DECK JOISTS -DOUGLAS FIR 92 OR BETTER 14. JOISTS AND LVL BEAM SUPPLIER TO PROVIDE PLACEMENT DRAWING SHOWING ALL JOISTS, BRIDGING, AND MISC. ACCESSORIES INCLUDING HANGERS. SUBMIT FOR ENGINEERS APPROVAL. 15. DECK FRAMING LUMBER A. DECK JOISTS - DOUGLAS FIR 92 OR BETTER. ALL DECK BEAMS AND JOISTS EXPOSED TO WEATHER SHALL BE PRESSURE TREATED OR WATERPROOF SEALED AT TIME OF CONSTRUCTION. B. FOR DECK JOIST SPANS UP TO 9', ATTACH 2X LEDGER AT EXTERIOR FRAME WALLS WITH 2 HOR. ROWS 3/8" MIN. LAG BOLTS 32" O.C. STAGGER TOP AND BOTTOM. C. FOR DECK JOIST SPANS FROM 9' TO 16', ATTACH 2X LEDGER AT EXTERIOR FRAME WALLS WITH 2 ROWS 1/2" LAG BOLTS 16" O.C. STAGGER TOP AND BOTTOM. 16. PLYWOOD SHALL CONFORM TO APA CURRENT PRODUCT SPECIFICATION AND SHALL BE PERFORMANCE RATED TO THE GRADES SPECIFIED. A. ROOF SHEETING SHALL BE 1/2" APA 32/16 EXPOSURE I RATED PLYWOOD OR OSB EQUIVALENT MINIMUM. B. FLOOR SHEATHING SHALL BE 3/4" APA 48/24 EXPOSURE I RATED TONGUE AND GROOVE PLYWOOD GLUED AND NAILED W/ IOd NAILS @ 6" O.C. EDGE AND 10" O.C. FIELD. C. EXTERIOR WALL SHEETING SHALL BE BRACED WITH 7/16" STRUCTURAL EXTERIOR GRADE OSB. NAIL W/ 8d NAILS 6" O.C. ON PERIMETER AND 12" O.C. AT STUDS IN FIELD. INTERIOR BRACED WALLS SHALL BE CLAD WITH GYPSUM BOARD SHEATHING, 1/2" THICK BY 4 FEET WIDE WALLBOARD ON STUDS SPACED 16" O.C.. NAIL W/ NO. 11 GAUGE 1 3/4" LONG, 7/16 HEAD DIAMOND POINT GALVANIZED NAILS 8" O.C. ALL STUDS, 4" O.C. ALONG PANEL EDGES, TOP AND BOTTOM PLATES, AND BLOCKING (BOTH SIDES OF WALL). 17. USE TRUSS JOIST 1 1/4" THICK TIMBER STRAND LSL RIM BOARD OR EQUIVALENT BRAND BY SUPPLIER. 18. TYPICAL FRAMING HANGERS (ITC 2.06/11.88 WITH 4 - I OD NAILS) A. SINGLE I -JOIST FACE: IUS2.06/ 11.88 TOP ITT2.1/ 11.88 B. DOUBLE I -JOIST FACE: MIU4.28/ 11 TOP MIT4.28/ 11.88 C. SINGLE LVL BEAM FACE: HU11, TOP: MITI 1.88 D. DOUBLE LVL BEAM FACE: HHUS410, TOP: GLTV3.511 19. TYPICAL FRAMING HANGERS (ITC 2.06/11.88 WITH 4 - I OD NAILS): E. SINGLE I -JOIST FACE: IUS2.06/ 9.5 TOP ITT2.1/ 9.5 F. DOUBLE I -JOIST FACE: MIU4.28/ 9 TOP MIT4.28/ 9.5 G. SINGLE LVL BEAM FACE: HU9 TOP: MIT9.5 H. DOUBLE LVL BEAM FACE HHUS410, TOP: GLTV3.59 20. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR RESIDENTIAL FRAMING OF I -JOIST AND LVL PRODUCTS. SEE DETAIL SHEET AVAILABLE FROM MANUFACTURER OR SUPPLIER. 21. THIS SYMBOL (■) INDICATES A MINIMUM OF (2) 2 X 6 TRIM STUDS UNLESS NOTED OTHERWISE AS "PER ENGINEER". USE LARGER POSTS WHERE NOTED. INSTALL KING STUDS PER CODE. 22. PROVIDE RIM JOISTS AT END OF ALL FLOOR JOISTS U.N.O. 23. ALL METAL CONNECTORS ARE TO BE SIMPSON "STRONG -TIE" OR EQUAL & SHALL BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 24. ALL EXTERIOR SHEATHING TO BE 7/16" O.S.B. OR EQUIVALENT 25. ALL EXTERIOR WALLS TO BE FRAMED AT 16" O.C. WITH DOUBLE TOP PLATE AND SINGLE BOTTOM PLATE. 26. ALL INTERIOR BEARING WALLS TO BE FRAMED AT 16" O. C. WITH DOUBLE TOP PLATE AND SINGLE BOTTOM PLATE. 27. ALL INTERIOR NON-BEARING WALLS TO BE FRAMED AT 16" O. C. WITH SINGLE TOP PLATE AND SINGLE BOTTOM PLATE. 28. FRAMER RESPONSIBLE FOR MISSING PLUMBING & HEATING RUNS 29. NON -LOAD BEARING WALLS OVER 14 FT. UNSUPPORTED HEIGHT TO BE FRAMED WITH 2 X 6 STUDS. 30. LOAD BEARING WALLS OVER 10 FT. UNSUPPORTED HEIGHT TO BE FRAMED WITH 2 X 6 STUDS. 31. TRUSS LAYOUT SHOWN IS TO BE VERIFIED BY TRUSS MANUFACTURER. REFER TO SHOP DRAWING BY TRUSS MANUFACTURER FOR EXACT LAYOUT & ADDITIONAL DETAILS. 32. TRUSS PROFILES ARE SCHEMATIC REPRESENTATIONS OF TRUSS SHAPES ONLY. INTERIOR WEB MEMBERS ARE TO BE DESIGNED BY TRUSS MANUFACTURER & APPROVED BY OWNER / ARCHITECT. 33. BRICK LINTELS: 3'-0" - 4'-0" USE L 34' X 34' X I" WITH A MINIMUM OF 6" BEARING ON EACH END (LLV). min thickness 4'-1" - 6-0" USE L 4" X 3-\" X {" WITH A MINIMUM OF 6" for all angle lintels BEARING ON EACH END (LLV). 6'-1" - 10'-0" USE L 6" X 4" X {" WITH A MINIMUM OF 6" BEARING ON EACH END (LLV). 10'-1" - 16-0" USE L 7" X 4" X \" WITH A MINIMUM OF 6" BEARING ON EACH END (LLV). USE V" LAG SCREWS ON HEADERS @ 24" O.C. FOR LATERAL SUPPORT. 34. ATTACH BRICK VENEER WITH TIES TO BE NO MORE THAN 24" HORIZONTAL AND 16" VERTICAL (AND NO MORE THAN 2 SQUARE FEET.) THE TIE IS TO BE ATTACHED TO THE STUDS, NOT JUST THE SHEATHING. 35. CARRY ALL POINT LOADS CONTINUOUS TO FOUNDATION. 36. MULTIPLE MEMBER ATTACHMENT: (2) MEMBERS - GLUE & NAIL W/ (4) 1 Od NAILS @ 16" O. C. (3) MEMBERS - GLUE & BOLT W/ (4) 16d NAILS @ 16" O.C. (4) MEMBERS - GLUE & BOLT W/ (2) 1/2" - BOLT @ 16" O.C. (TYP. U.N.O.) 37. THE SILLS AND SOLE PLATES IN CONTACT WITH CONCRETE MUST BE TREATED AGAINST DECAY. W N O N M� 00 co 0 co U" T It W N O N O 00 O I � O U0 i > 0 Qf cozo COD GUY R. N1 Sill 0 07/28/202 SSD AR�� E6 Z O W LU Ir - N co SHEET: S1163 M M O �T� 0 rF-TT�-IlI00 ^O^ H rrTTll� O � W M Project # 19002 Date: 07/28/2021 NOT FOR CONSTRUCTION 0 ISSUED FOR PRICING Q ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION SHEET: S1163 From: no-reolvCalci.wheatridae.co.us To: CommDev Permits Subject: Online Form Submittal: PERMIT APPLICATION Asbestos Abatement Date: Wednesday, January 19, 2022 10:33:20 AM CAUTION:This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Report any suspicious activities to the IT Division. PERMIT APPLICATION Asbestos Abatement This application is exclusively for RESIDENTIAL ASBESTOS ABATEMENT 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. Is this application for Yes residential asbestos abatement? Provide copy of CDPHE State Permit or Stamped Approved CDPHE State Permit Application 3465 Miller St- approved SEK (2).Ddf PROPERTY INFORMATION Property Address 3465 MILLER ST WHEAT RIDGE, CO 80033 Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) RICH BORGA (720) 291-0393 Property Owner Email Field not completed. Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A Electronic -Payment -Form -City of Wheat Ridae. odf CREDIT CARD" CONTRACTOR INFORMATION Contractor Business CLEAR DEVELOPMENTS Name Wheat Ridge 190271 Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 720-692-6589 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email Admin@cleardevelop.net Address Retype Contractor Admin@cleardevelop.net Email Address DESCRIPTION OF WORK State Permit No. or January 10, 2022 SEK Application Approval Date with Initials of CDPHE Employee approving application. Location of Abatement MAIN LEVEL LIVING ROOM Square Footage Area 450 sq ft of Abatement Has the abatement No been completed If abatement has been Field not completed. completed, upload the clearance report. Project Value (contract 3,149.05 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 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 Larissa Aragon Pe rm it I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: Addition to Existing Building Date: Friday, August 27, 20217:44:40 AM Addition to Existing Building THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this Residential or Commercial? Upload Proof of Submission to Sanitation Department Upload Proof of Submission to Water Department Residential - upload Proof of Submission to Sanitation District and Water District Sanitation Submission form.odf PROPERTY INFORMATION Property Address 3465 Miller St Property Owner Name Rich Borga Property Owner Phone 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" 303-525-5462 rich@richborga.com APPLICANT INFORMATION Applicant Name S3 LLC What is your role in the General Contractor project? Wheat Ridge 210177 Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contact Phone Number 720-291-0393 (enter WITH dashes, eg 303-123-4567) Contact Email Address for Plan Review Comments s3IIc3@gmail.com Retype Contact Email s3IIc3@gmail.com Address DESCRIPTION OF WORK Detailed Scope of Work - Provide use of addition (i.e. master bedroom with master bathroom); Indicate mechanical, electrical, plumbing scopes Location of Work Square Footage of Addition Asbestos Report Engineering Letters, Energy Calcs and Other Letter Size Attachments Construction Plans scanned on 11 "x17" or larger Provide Passcode for Plans if locked Living room addition and new covered patio. work to include new electrical in the addition and patio area. extend heating ducts to new exterior walls Addition to the living room and patio cover 288 Addition 528 patio cover 3465 Miller St. Wheat Ridae. CO 80033 - Demolition Inspection Report - F pdf Field not completed. 3465 N Miller Street Permit - 072821.pdf Field not completed. Project Value (contract 158000 Valuation okay 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 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 Rick suer Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: J(.) 1 r` 0 _ u ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No "When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. usfinspection Date:—' 6 .C, ' � C Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: (� - 2,00-p Job Address: y (o S %%fir 11.e r Permit Number: - 14) 0 2-0 '7 ) ❑ No one available for inspection: Time �Q AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http ✓/www. ci..( wheeattriidge. co. uslinspection Date: �'k��1 -t Inspector: C, ---,O DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201902071 PERMIT NO: 201902071 ISSUED: 10/01/2019 JOB ADDRESS: 3465 Miller St EXPIRES: 09/30/2020 JOB DESCRIPTION: Re -roof with asphalt shingles. Squares: 29; Pitch: 4/12 *** CONTACTS *** OWNER (303)525-5462 BORGA FAMILY REVOCABLE TRUST SUB (303)274-1111 MANUEL ROCHA 021129 HORN BROTHERS ROOFING *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 12,208.00 FEES Total Valuation 0.00 Use Tax 256.37 Permit Fee 251.85 ** TOTAL ** 508.22 *** COMMENTS *** *** CONDITIONS *** ALL PITCHED ROOFS REQUIRE A MIDROOF INSPECTION REGARDLESS OF PITCH. FOR ROOF PITCH 6/12 AND OVER: Midroof & Final Roof inspections for ROOFS with 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with Building Division Policy BD -18-001 for Balanced Ventilation Systems, or manufacturer installation instructions, whichever is more stringent. MIDROOF & SHEATHING: Effective December 1, 2014, asphalt shingle installations require an approved mid -roof inspection, conducted when 25-75% of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75% of the mid -roof may be complete. 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. LADDER MUST BE SET FOR ALL ROOF INSPECTIONS: A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. COMMERCIAL ROOFS: In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201902071 PERMIT N0: 201902071 ISSUED: 10/01/2019 JOB ADDRESS: 3465 Miller St EXPIRES: 09/30/2020 JOB DESCRIPTION: Re -roof with asphalt shingles. Squares: 29; Pitch: 4/12 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 ermrt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of Official Chief Building Ocial and is not guaranteed. 4. No work of any manner shall be performed that shall results in a 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 i ce or gr ti f a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any appl a co a or an dinance or regulation of this jurisdiction. Approval of work is subject to f any inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. (Ry of Wheat Ridge 1010 10/3/209 13! 2 ySfwith ahalt qma+! 500.22 289 3465 Miller y +tLzRmR No, 201902071 g , AMOUNT Ra+QwgRJy: p0.3 9/928 ++ m+: 64333152. EES TOTAL ------ Dina Kern d201fr �/ From: no-reply@ci.wheatridge.co.us Sent: Tuesday, October 1, 2019 10:45 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Dina Residential Roofing Permit Application This application is exclusively for new RESIDENTIAL roofing permits and for licensed contractors only. Permits are processed and issued in the order they are received. You will be notified if your contractor's license or insurance has expired. The license and insurance must be current before the permit will be processed. 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. The Building Division permit counter is open from 7:30 am to 3:30 pm, 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 RESIDENTIAL reroof permit? How many dwelling units are on the property? Yes Single Family Home PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address 3465 Miller St Rich Borga 303-525-5462 Field not completed. Do you have a signed Yes contract to reroof this property? CONTRACTOR INFORMATION Contractor Business Horn Brothers Roofing Name Contractor's License 021129 Number Contractor Phone 720-391-2444 Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address humberto@hornbrothersroofing.com Retype Contractor Email humberto@hornbrothersroofing.com Address REQUIRED: Credit Card Rich Borga.pdf Authorization Form DESCRIPTION OF WORK TOTAL SQUARES of 29 the entire scope of work: Project Value (contract 12208 value or cost of ALL materials and labor) Are you re -decking the f No roof? \ Is the permit for a flat Pict<d roof (2:12 pitch or greater) roof, pitched roof, or both? (check all that apply) What is the specific pitch 4:12 of the PITCHED roof? How many squares are 29 part of the PITCHED roof? Describe the roofing Tear materials for the PITCHED roof 2 Type of material for the Asphalt PITCHED roof: Provide any additional Tear -off 1 layer of asphalt shingles and install asphalt shingles detail here on the on the entire roof main house. description of work. (Is this for a house or garage? Etc) SIGNATURE OF UNDERSTANDING AND AGREEMENT 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. I understand that this 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 may not begin on this property until a permit has been issued and posted on the property. I certify that I have been authorized by the legal owner of the property to submit this application and to perform the work described above. 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. Yes Yes Yes Yes Yes 3 Person Applying for Humberto Permit Email not displaying correctly? View it in your browser. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Roofing PERMIT - 201702944 201702944 ISSUED: 06/30/2017 3465 Miller ST EXPIRES: 06/30/2018 Residential Re -roof to install IKO Cambridge asphalt shingles - 31 sq. *** CONTACTS *** OWNER (303)525-5462 BORGA RICHARD & CAROLYN SUB (303)910-2338 David Peer 110227 RMRE, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,500.00 FEES Total Valuation 0.00 Use Tax 241.50 Permit Fee 236.00 ** TOTAL ** 477.50 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201702944 r PERMIT NO: 201702944 ISSUED: 06/30/2017 JOB ADDRESS: 3465 Miller ST EXPIRES: 06/30/2018 JOB DESCRIPTION: Residential Re -roof to install IKO Cambridge asphalt shingles - 31 sq. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyinuproved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am t e legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit.4 further attest'that I am legally authorized to include all entities named within this document as parties to the work to be perfo,pedpnd,that all work to be performed is disclosed in this document a�nnd/or its' accompanying approved plans and specifications. Si�ure df OWN> RR or CONTRACTOR (Circle one) Datt 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 m � be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, anew permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees ariA procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change. of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. f j 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@ei.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. Antoinette Kulick qV170,2q From: no-reply@ci.wheatridge.co.us Sent: Monday, June 19, 2017 3:20 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed 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 chap a based on volume. �✓/G L-I-uwr^ For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 3465 Miller St Richard & Carolyn Borga 3035255462 Field not completed. 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 RMRE, LLC. Contractor's License 110227 Number (for the City of Wheat Ridge) Contractor Phone 3034892275 Number Contractor Email Address alan@rocky-mountain-roofing.com (permit pick-up instructions will be sent to this email) Retype Contractor Email alan@rocky-mountain-roofing.com Address DESCRIPTION OF WORK Are you re -decking the No L/ roof? Description of Roofing IKO Cambridge Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 31 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? PEI TOTAL SQUARES of all roofing material for this project Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract value or cost of ALL materials and labor) 31 Re roof house & shed 4/12 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 Alan Gregory Email not displaying correctly? View it in your browser. 3 RlnRE, LLC_ HOMEOWNER(S)ki,o4t1"tJ ter' STREET' CITY /LJ%kr1. STATE' ZIP HOME# WORK# CELL# FAX# EMAIL SPECIFICATIONS- ROOF MANUFACTURER 11e'e2 R'TEAR OFF NO.LAYERS ICE & WATER SHIELD `DRIP EDGE LF COLOR SPECIFICATIONS -OTHER �" GUTTERS LF ❑ WINDOWS # ❑ SIDING SQUARES Owner Agreement POJECT SUMMARY/NOTES r'? STYLE/ ,'° �i' fQ f�l COLOR ❑ REPLACE DECKING FELT f VENTS ❑ OTHER DN SPOUTS STYLE STYLE COLOR COLOR COLOR The cost of the labor and materials fvrpeawork contemplated in this Agreement, based on the scope of work known at the time this Agreement is 'ms's .b1Y. entered into, shall be $�i ` changes in the scope or amount of this Agreement (together with the original scope and amount, the "Work") must be approved and accepted in writing by both the Homeowner and RMRE,LLC ("RMRE"), and shall be payable upon ubstantial completion of the Work. Payment Schedule E150% due upon signing, prior to material delivery, Remainder due upon substantia cmpletipn. ❑ Other �JlsE j G l.# RMRE<(,' This Agreement does not obligate the Homeowner or RMRE in any way unless and until this 19reement has been approved and accepted by both the Homeowner and RMRE. RMRE propose to begin the work within fifteen (15) business days after the receipt of Homeowner's initial paymentand complete the Work within ninety (90) days of beginning. Subject to applicable terms and conditions, Homeowner has the right to rescind this Agreement and obtain a full refund of any deposit within 72 hours after entering into this Agreement. If Homeowner plans to use the proceeds of a property and casualty insurance policy to pay for the Work, Homeowner may rescind this contract within 72 hours after receiving written notice from the property and casualty insurer that Homeowner's claim has been denied in whole or part. RMRE shall hold in trust any payment received from Homeowner until the earlier to occur (1) RMRE delivering materials at the site or (2 ) RMRE performing a majority of the Work for the Homeowner. Please make all checks payable to RMRE,LLC. RMRE its employees, subcontractors and agents are not permitted to accept cash Homeowner has read and agrees to this Agreement, including all terms and conditions on both front and back of this Homeown Homeowner/Date 4403 W 68th Ave. Westminster, Co 80030 Phone 303-489-2275 Fax 303-412-7363 WWW.Rocky-Mountain-Roofin>;.com {QJVV L /VUC INSPECTION RECORD QccuDancGlTVpe 'i1NSi?ECTIONtlNE: (301)234-59_33 lnspOetions 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.. L � ` INSPECTOR MUST uSION ALL SPACES PERTAIM46 TO THIS J OB ` FOUNDATION INSPECTJONS DATE ' INSP.ECTOR .._.INITIALS _ COMMENTS: - Footings /Caissons - Stemwall / (CEG)Concrete- Encased Ground - - - Reinforcing or Monolithic - Weatherproof / French Drain Sewer Service Lines Water Service Lines - - r WcQNCREE UNTIL A90VE HAS BEEN SIGNED - - CONCRETE SLAB FLOOR - ROUGHS aneammg. -. Lath/ Wall be h .._.. _...._ CITY-8F NHENT RIDGE -' � - Jaws =H. Caebron -__ -.._ RECEIDTNDdCBB884319 -- --- __pH88RT- Install. 34.67,s__ 569.5@_ 188941 .. - -perlrit'Fee _..._......._.. -. _... - . 6.78... L llse'Taz. 262.58 . I "'A(OTE ALLITEMSh7USTBE GOMPLETEO AND APPROVED BYPLANNING.ANG ,.P NT. RECEIVED - i.! CER_T /FICA TE OF OCCUPANCY 97.SSUEO F/NAL /NSPECTION BYTtIE BU /LO /N ':. NLLth Cale -- - OF ACERTl fLCAT£QFOCCUPANCYNORP£RJN1S. 042412 -- 'SB9:S0 yry TpTAL )CCUPANCY N©T':PERNI T TER UNTECERT(FfC, -• _ .. PR OTE CT THIS:CARD.FRONI TyE:WEATHER Electrical Service 'Rough Electric Rough Plumbing _ Gas Piping - Rough Mechanica ♦ y CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: 4 5,� v�l= Job Address: 9 / & �w.11,xk ST Permit Number: le DVYJ �l`'r�1f1J ❑ No one available for inspection`: Time as AM Re- Inspection required: Yes No *When corrections have been made, call for re- Inspection at 303-234-5933 Date: 2,2z(110 Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE f Building Inspection Division r (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 9Y &,S Permit Number: /6 9Y/ ❑ No one available for inspection: Time & , 5S rMUOPM Re- Inspection required: Yes No When corrections have been made, call for re- inspection at 303-2345933 Date: d2e a Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge `//l PERMIT NO: 100941ISSUED JOB ADDRESS: 3465 MILLER ST. EXPIRE! DESCRIPTION:' T/o: Install 34.67 sqs of Malarkey Legac, ***CONTACTS owner 303/525-5462 Rich Borga go 303/346-8285 James Cambron 10-'1 04/14/2.010 10/11/2010 3sqs torch do 103 JBC- Contracting, LLC xF ,rtucl,r,l, llvr~ xx ZONECODE: UA USE: UA SUBDIVISION: 0646 r BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 14,600.0 FEES Permit Fee 326.70 Total Valuation .00 i Use Tax 262.80 **TOTAL 589.50 Conditions Y 6 nail installation mid roof inspection required. Board sheathing spaced more than'a 1/7 of an in'h anarr. rcmrcc .,1 .,..,r,.,.a .,..o,-P- enf„-e .-....P T__ --A r shield: required from 'gave edge to '2 7operty,owner shall provide ladder(s): le responsibility of the person/firm3 t are clear for inspection. Scheduled ;o inclement weather must be cancelle< fiction or a re-inspection fee of $61c.( ;by certify, that the setback distances proposed by It inces, rules or regulations of the City of Wheat Ric :ements shown, and allegations made are accurate; tl er a accordance with the provisions the Zoning Regulations and Buil 180 days from the issue date. R oe granted at the discretion of 3 new permit may be acquired for 1 be made in the original plans) If changes have been or if suspe. or inspection to insure that cannot be performed 30 a.m. on the day of sessed, cation are accurate, and do not viol 0 :e applicable that all Tinted on this Signature of Cyef Building Official .'date INSPECTION 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.: Apr 14 10 09:54a JBC Contracting LLC 3033468285 p.1 ♦i.All I _ City of WheatR Date: 0000 1112~ COMMUNITY DEVELOPMENT Permit#: Building Division 7500 W. 29t" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 City, State, Zip: Contractor: /JC r,LC-, Contractor License 10 f~l ~ J Phone: .1~ - Sub Contractors: Company Name: License Expiration Date: TradelProfession• Approval: Use ofspace (description): --QED 1iSC c~7l~rr .i Description of Woek: i pp~~ Construction Value: S - - t~-{', ~ - i r4 d, ye~z Plan Review (due at time ofsubmittall): $ Sq. Ft./LFt added: Squares J_T BTU's Gallons. Amps 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 1 have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject , ection. C/RLCE ONE.: -({OWNER) (CONTRACTOR) or PFRSONA-~(/l`EP ATI ER) ONTRATOR) tom`//``l .~-y PRINT NAME: ~V 7 SIGNAT RCi E ~ date: 41 /T~V DEPARTMENT USE ONLY ZONINGCOMMENTS: - - - - Zoning: Reviewer, - - - - - - MBLIC WORKS COMMENTS: Reviewer. - - - - - - BUILDING DEPARTMENT COMMENTS: - OCCUPANCY. ..Reviewer.- -FIRE DEPARTMENT.- ❑ approvedwfCOmments -El-disapproved- O no. review required Bldg Valuation: $ Credit Card Payment: U e credit rd listed on file D e: ~Jd Print names IPa,~\ Signature: v~ Facsimile Building Permit Application COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 17152 BUILDING INSPECTION LINE -(303-234-5933) Date : 5/27/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: RICH BORGA Property Address : 3465 MILLER STREET Phone : 3=525-5462 Contractor License No. : 20962 Company : Fresco Electric LLC Phone : 432-1041 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $1,400.00 I hereby certity that the setback distances proposed by this permit application are accurate, and Permit Fee : $54.37 do nol violate applicable ordinances, rules or regulations of the City of W heat Ridge or covenanls, easements or restrictions of re d; that all measurements shown, and allegations $0.00 Plan Review Fee : made are accurate; that I have read and a r e to abide by all conditions printed on this Use Tax : $16.80 ge application, and that I assume full respon ibil ty for com liance with the heat Rid Building permit. Code (U.B.C.) and all other applicable ea Ridge or in nc , f wor under this ~ Total $71.17 E "~~t DAT (OW NER)(CONTRACTOR) SIGNED Use : Description : 200 AMP SERVICE CHANGE BUILDING DEPARTMENT USE ONLY Zoning Garriments;' SIC : Sq. Ft. : Approval : Zoning : Building GotTtmentss Approval : Public Works,_Comment§; Approval : Occupancy : Walis : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Expiration Date : Approval : Company : Expiration Date : Approval : Company : Expiration Date : Approval : (1) This permit was issued in accordance wilh the provisions set forth in yopur application antl is subject to the laws of lhe Slale of Colorado and to the Zoning Regulations and Building Code of W heat Ridge, Cotorado or any other applicable ordinances of the City. (2) This permil shall expire if (A) the work aulhorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspendad or abandoned for a period of 120 days. (3) If this permit expiBS, a new permit may be acquired for a fae of one-half the amount normally requiretl, pmvided no changes have been or will be made in the original plans and speciflcations antl any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceads one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that wi0 change the natural flow of water causin9 a drainage problem. (5) Coniraclor shall notlfy the Building Inspector hvanry-four (24) hours in advance for all inspections and shatl receive writlen approval on inspection card before proceediing wilh successive phases of lhe job. (6) The issuance of a permil or the appmval s and shall nol be conslrued lo be a permit for, nor an approval of, any violation of the provisions of the building codes o in , aw, rul Chief Building Inspector Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: o~ w"E^rq BUILDING INSPECTION LINE - 303-234-5933 Date: ~ ~ CITY OF WHEAT RIDGE ~ 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) ~~lORAO~ APPLICATION PropertyOwner: ~I"'k &f q PropertyAddress: 5y6s' Mli Phone: :W --SdS~ sV a ContractorLicenseNo.: 5/87 ?I Phone: 3~ij- Compauy: Fk'~J60 OWNER/CONTRAG70RSIGNA7UREOFUNDERS7ANDINGANDAGREEMENT Construction Value:$ /qm, tb I hereby certiry lhat the setback dis ces proposed by Nis permit application are Pepp1Y FCO:$ acwrale, and do not violate applica le rdinances, rules or regulations of the City of WheatRidgeorcovenants,easem nts rrestric6onsofrecord;Natallmeasurements P1a71 ReV1CW FCe:$ shown, and allegaGons made are a cur te; that I have read and agree to abide by all wnditions printed on this appli lion and that I assume full responsibility for Use Tax-$ compliance with the Wheat Rid9 Buil ing Code (U.B.C) and a other applicabie Total:$ Wheat Ridge Ordinances, for wo und r this ermit. (OWNER)(CONTRACTOR):SIGNED DATE (OWNER)(CONTRACTOR):PRINTED Da✓~) ~~1~P✓~Ar-n'ef~ / ~ Description: ~OD Ar~o 4w) '~W ~/lL Sq.Ft.added BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: FP_6_56O EleG Expiration Date: ~-aSI'OS Expiration Date: Expiration Date: A proval Approval: Approval: (1) This permit was issued in accordancewith the provisions set forth in your applicaGOn antl is subject lo the laws of the State of Colorado and to the Zoning Regulations and Building Cotles of Wheat Ritlge, Colorado or any other applicable ordinances ot the Ciry. (2) This permit shall eupire if (A) the work auNorized is not commenced within sizry (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new pertnil may be acquired for a fee of one-halt the amount normally required, provided no changes have been or will be made in the original plans and specificalions and any suspension or abandonment has nol exceeded one (1) year. If changes have been or if suspension or abandonmenl exceeds one (1) year, full tees shall be paid for a new pertnit. (4) No work of any manner shail be done that will change the natu2l flow of water causing a drainage problem. (5) ConVactor shall notify the Building Inspec[or twenty-four (24) hours in advance for all inspeclions and shall receive written approval on inspeclion 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 consWetl to be a permit for, nor an approval of, any violalion of the provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Official COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number Date 17086 5/17/2004 Property Owner: RICH BORGG Property Address : 3465 MILLER ST Contractor License No. : 18111 Company : Cooper Heating & Cooling Phone : 525-5467 Phone : 466 4209 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 Ciry 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 wilh the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (O W NER)(CONTRACTOR) Description : 3 TON A/C Construction Value : $2,500.00 Permit Fee : $108.30 Plan Review Fee : $0.00 Use Tax : $30.00 Total: $138.30 Use : tl-2~ BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Zoning. Comments; Approval: Zoning : Building Comments: Approval: Pubiic Works-Comments: Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : 18057 Plumbing License No : Mechanical License No : Company :Modelco Electric, Inc. Company : Company : Expiration Date : 2/28/2005 Approval : OKIKS Expiration Date : Expiration Date : Approval : Approval : (1) This permit was issued in accordance wilh the provisions set forth in yopur application and is subjecl to lhe laws of the State of Colorado and to the Zoning Regulations and Builtling Cotle ot W heat Rid9e, Coloretlo or any other applicable ortlinances of the Ciry. (2) This permit shall expire if (A) the work authorizad is not commenced within sixty (60) days from issue date or (B) the building authonzed is suspendetl or abandoned for a period of 120 days. (3) If this permil expires, a new permit may be acquired for a fee of one-half lhe amount normally required, pmvided no changes have been or will be made in the original plans and specifcations and any suspension or abantlonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural Flow of water causing a drainage problem. (5) CoNreclor shall notify the Building Inspeclor iwenry-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediin 'h succe ' p ase ejab. (6) Th ; of rmit or the a f drawings and specifications shall not be construed to be a permit for, nor an appmval of, any violation of ihe o f uil ' e ny other ordinance, law, rule or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 51 ly~l0 q CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: N ll,f F Property Address Contractor License No. Company OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiTy that the setback distances proposed by this permi[ applicalion are acwrate, and do nol violate applicable ordinances, rules or regulations of the Cily of Wheat Ritlge or covenants, easements or resliictions of record; that all measurements shown, and allegations made are acwrate; that I have read and agree to abide by all conditions printed on lhis application, and ihat I assume full responsibility for compliance with the Wheal Ridge Building Code (U.B.C.) and all olher applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTR4GTOR) Description : -on A I c.,,, Zoniny Cbmment~:~ - m«m~,.Approval: Zoning : Approval: Approval: Occupancy : Walls Electrical Construction Value : 05 wz Permit Fee : , 0<6 , ✓0 Plan Review Fee : Use Tax : 3O Total J37. V BUILDING DEPARTMENT USE ONLY DUI . m IcrSf.tiNhea+- Aq0e: SD~ 5y~ r ~~I' ~VUI Phone:(30)'71Y~'-K~~~ I~~ UIX.~~Swl'A'th e I Vd . Roof : Staries Plumbing License No : GCompany : SIC : Sq. Ft. : Residential Units : Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: J ~,Plans~Requl~ed , ~ ~P,I~ii3;ReqVli~tl -V (1) This permil was issued in accortlance wilh the provisions set fatlh in yopur appliwlion and Is subjecl lo the laws of the Stale of Cobrado and to Ihe Zoning Regulalions and BuilCing CoOe of Wheat Ritlge, Coloratlo or any ofher apPliwble ordinances of the Ciry. (2) This permit shall expire if (A) lhe work authorizeA is not commenced wifhin sixry (60) days from issue Oate or (B) the building authonzed is suspended or abantloned for a penotl of 120 days. (3) If this permit expires, a new Dermit may be acquired (or a fee of ane-half Ihe amount normally required, pmvided no changes have been or will be made in the original plans and specifcations and any suspension or abandonment has nol exceedetl one (1) year. If changes are made or il suspension or aEandonmenl exceetls one (1) year, NII fees shall be paid for a new pertnit. (4) No work of any manner shail be tlOne Ihai will change the naNral flow of water wusing a tlrainage problem. (5) Conlractor shall notily the Building Inspector Iwenty-four (24) hours in advance Ior all inspections and shall receive written approval on inspection card before proceediing with successive phases of lhejob. (6) The issuance of a permil or the approval of tlrawings anE spetifratians shall not be wnstmed lo be a permit for, nor an approval of. any violalion of the provision5 of the builEing codes or any other ordinance, law, rule or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION