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HomeMy WebLinkAbout3495 Vivian CourtFrom: no-reolvCalci.wheatridae.co.us To: CommDev Permits Subject: Online Form Submittal: REVISION APPLICATION Revisions to Permit Date: Wednesday, April 13, 2022 8:37:31 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. REVISION APPLICATION Revisions to Permit Permit Number 202102404 assigned to project PROPERTY INFORMATION Permit Number 202102404 Property Address 3495 Vivian Ct. Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Brendan Marvel Property Owner Email bmarvel@murrayandstafford.net Address CONTRACTOR INFORMATION Contact Name John Waffensmith Contact Phone Number 720-219-3552 (enter WITH dashes, eg 303-123-4567) Contact Email Address jrwaff@msn.com Retype Contact Email jrwaff@msn.com Address DESCRIPTION OF WORK Detailed Revised Scope of Work - Provide a detailed description of the change in scope of add windows on north wall work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc Engineer Letter (if Field not completed. applicable) Additional Documents Field not completed. on Letter Size Are plans or Yes documents locked for editing? If any documents are Field not completed. locked, provide passcode Construction Plans scanned on 11'x17" or larger Additional Project Value Only add what the revised scope of work is valued at. Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" $4,200.00 Valuation Okay 04122022wheatridae oavment form.ioa 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. 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. Person Submitting John waffensmith Revision Email not displaying correctly? View it in your browser. LIMITED ASBESTOS INSPECTION REPORT 3495 Vivian Ct Wheat Ridge, CO 80033 Prepared for: Brendan Mantel Brendan Marvel 3495 Vivian Ct Wheat Ridge, CO 80033 303-906-9538 bmawel@murrayandstafford.net Prepared by: Alta Environmental LLC CDPHE Registration No.: ACF - 24509 2255 Sheridan Blvd Unit C Suite 323 Edgewater, CO 80214 Contact@AltaEnv.CO (303) 669-7007 www.AltaEnv.CO do WheatR,a U m BG�n9 �50� ��NV►RO/yy�� Wheaf Ru Table of Contents do 'pry P Section 1 Inspection Project Summary 0.. 1.1 Homogenous Areas in Work Scope -Table ung Drv`s 1.2 Summary of Asbestos Samples 1.3 Sample Locations (optional) Section 2 Results and Recomm endatlo s 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 Homogenous Material Tvoes -Reference List Surfacing Material list of Acronyms TS Textured Surfacing ACM Asbestos Containing Materials PL Plaster ACBM Asbestos Containing Building CMS CMU Sealant Material SOF Spray-on Fire Proofing Thermal System Insulation G Good DT Duct Tape/Wrap D Damaged PI Pipe Insulation SD Significantly Damaged Miscellaneous BRA Baseboard Adhesive F Friable CA Carpet Adhesive NFI Non-Friable CategoryI COW Composite Drywall NFII Non-Friable Category lI CT Ceiling Tile DW Drywall NA Not Analyzed FTM Floor Tile Mastic NO None Detected MA Miscellaneous Adhesive MS Miscellaneous Sealant LA Each OT Other Material LF Linear Feet RSG Roof Shingle SF Square Feet RSH Roof Sheeting RSL Roofing Sealant Trace sl% by (Point Count/Composite) SVF Sheet Vinyl Flooring —ACM (>1%asbestos) WG Window Glazing Section 1 Inspection Project Summary Job ID: 20210319-1 Inspector: Joshua Masek Date: 03/19/21 State Cert #: 22489 Client: Brendan Marvel Customer: Brendan Marvel Property Details: Site Address: 3495 Vivian Ct Wheat Ridge, CO 80033 Property Type: SFRD Age of Construction: 1962 Renovation: Inspection Details: Type of Inspection: Limited/Renovation ACM AHERA/Reg 8 Reason of Inspection: Remodel Affected Area(s): Removing roof, ceiling adjoining walls, insulation Scope of Inspection: Partial Renovation Potential Spill IdentNkation?: No Work Scope Notes: Remodel planned sample Nnteal Laboratory: Aerobiology NVLAP #: 200-860-0 Results Time: 5 Day # of Samples: 16 1.1 Homogenous Areas in Work Scope - Table do WheatR,a U m ID* Material Type** #of Samples Material Description Functional Space Quantityin Scope 1 TS 5 white swirl texture 1st floor ceiling 1200 SF 2 CDW 2 white swirl joint compound Ist floor ceiling joints 1200 SF 3 TS 3 tan orange peel te#ure 1st floor walls 800 SF 4 CDW 2 tan orange peel j.c. 1st floor wall joints 800 SF 5 OT 2 gray blown insulation attic 1300 SF 6 RSG 2 roofing shingles roof 1500 SF 7 8 9 10 *ID - Homogenous Materials ID in Homogenous Areas Table & Bulk Samples Table **See table of contents Reference List for how to classify homogenous materials type 1.2 Summary of Asbestos Samples Sample ID Homog. Mat'I ID Bulk Sample& Locations Table Sample Location ID* Material Condition Friability Category Analytical Resul4n' D TS 1-1 1 S hall ceiling8'3" N 17" E G F 3% Chrysotile TS 1-2 1 SW room ceiling 14" W 33" S G F 3% Chrysotile TS 1-3 1 SE room ceiling 8"E42"S G F 3%Chrysotile TS 1-4 1 Wroom ceiling25" W 35" N G F 3% Chrysotile Ts 1-5 1 Ehall ceiling 32"W 18"N G F 3%Chrysotile CDW 1-1 2 Ehall ceiling I"N24"W G NFD 3%Chrysotile CDW 1-2 2 Wroom ceiling 1"N6B"E G NFII 3% Chrysotile TS 2-1 3 W room E wall 27" N 16" down G F 2% Chrysotile TS 2-2 3 S hall E wall 22" N 14" down G F 2% Chrysotile TS 2-3 3 SW room N wall 15" W 11" down G F ND CDW 2-1 4 S hall S wall SE Comer 19" down G NFU 2% Chrysotile CDW 2-2 4 Wroom S wall SE corner T3" up G NFU 2%Chrysotile OT 1-1 5 attic West G F ND OT 1-2 5 attic East G F ND RSG 1-1 6 roof North East comer G F ND RSG 1-2 6 roof South West corner G F ND 1.3 Sample Locations .$o Wheat',u 1.3 Sample Locations Map (Continued) = ry BG�n9 �50� rz .. do WheatR,a Section 2 Results and Recommendations�ry Asbestos -containing building materials have been identified within the affected area(s)of the Site Ad s. o° Any repair, removal or other activities that will disturb asbestos -containing materials must be perfor cion 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 (51%) 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 <1% 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 6 -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. 2.2 Photo Log of Asbestos Containing Materials Wheat',a 2.1 Post-Renovation Asbestos Containing Materials Notice do ZLI1, ry Plans for renovation were not known at time of inspection. Please assume ACBM(s) identified in mo. .oma this report are accessible with the potential for disturbance and/or damage from material ung Drv`s contact, vibration and/or air erosion. CDPHE requests that the Client notify the current property owner and all site contractors of the ACBM(s) present at the property. 2.2 Photo Log of Asbestos Containing Materials Section 3 Project Overview Alta Environmental LLC (Alta) was contracted by the client to perform a limited repair/renovation specific 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 and only includes those materials, locations, and quantities specified in the "Homogenous Areas in Work Scope Table". The client is planning repair/renovation activities that will disturb suspect Asbestos Containing Building Materials (ACBM) within the repair/renovation affected areas at the Site Address. CDPHE Air Quality Control Commission Regulation No. S. Part B —Asbestos (Reg 8) requires that all suspect ACBMs be properly inspected and sampled by certified personnel prior to conducting any repair/renovation 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 suspect ACBMs, at the direction of the client, which may be disturbed during the course of the repair/renovation work. 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 suspect ACBMs in the areas established by the client that would be part of the scope of work. Suspect ACBMs were grouped into homogenous materials based on color, texture, and date of application. Homogenous materials were given distinct codes (CDWO1, FF002, 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. Surfadng 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 surtaces 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. .�� Whedr Ru U m Homogenous Material Friability °yon 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 scope of work. 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., CDWI-1, FFC2-1, MISC2-3, etc.) for transport to the laboratory. Sample locations and photographs of the .�� Whedr Ru U m homogenous materials were also collected at this time during the inspection. San*, o� mg DN s quantities of each homogenous material were collected based on material type and — quantity detailed in the following table as required by regulation: Homogenous Material Minimum Number of Type Samples 0 to <1,000 SF 3 Surfacing material 11000 to 5,000 SF 5 >5,000 SF 7 Each Material 3 Thermal System Insulation 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 Alta has performed a limited repair/renovation specific asbestos inspection of the home/facility located at the Site Address. Through visual inspection and laboratory analysis of bulk samples collected at the Site Address, Alta recommends hiring a certified general asbestos abatement contractor to remove any ACBMs that may have been identified within the scope of work. All inspection activities were conducted at the direction of the client and only include those materials, quantities and locations detailed in sections 1 and 2 of this report. 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. 5.1 Limitations General Comments and Limitations Reasonable effort was made by Alta to locate and sample accessible suspect ACBMs within the scope of work. However, for any structure, the existence of unique or concealed suspect ACBMs is a strong possibility. Alta only inspected and collected suspect ACBM bulk samples in the repair/renovation areas at the direction of the client. This limited repair/renovation asbestos inspection report is not considered a comprehensive asbestos inspection report and is only valid for the materials and locations detailed in sections 1 and 2 of this report. Should further repair/renovation work expand outside of materials and locations 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. .�� Wnedr Ru U m The asbestos inspection was conducted in a manner consistent with the level of careo� ,ng DN`s 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 limited inspection of the repair/renovation areas. 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. Alta 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, J \ Joshua Masek Alta Environmental LLC 2255 Sheridan Blvd. Unit C Suite 323 Edgewater, CO 80214 303.669.7007 contact@AltaEnv.CO Appendix A Laboratory Report and Chain Of Custody Form AEROblology IAbORATORy to Wheat Q6 780 Simms Street d I Suite 104 ASSOCIATES INCORPORATED % Golden, CO, 80401 303.232.3746 er Ex tise Since 1997 P Certificate of Analysis www.aerobiology.net Client Name Alta Environmental LLC - Colorado ® Date Collected: 3/19/2021 �� Street Address 2255 Sheridan Blvd Unit C Suite 323 �L 1%0Date Received: 3/19/2021 City, State ZIP Edgewater, CO 80214 TESTING Date Analyzed: 3/24/2021 Attn: Josh Masek NVLAP Lab Code 200860-0 Date Reported: 3/24/2021 Client Project Name: 20210319-1 / 3495 Vivian Ct., Wheat Ridge, CO Project ID: 21010302 Test Requested: 3002, Asbestos in Bulk Samples Method: EPA 600/R-93/116: Method for Asbestos in Bulk Building Materials, EPA -- 40 CFR Appendix E to Subpart E of Part 763, Interim Method for Asbestos in Bulk Insulation Samples Sample Identification Physical Description of Sample/Layer Homo- geneous (YM) Layer percentage Asbestos Detected Asbestos Percentage Non -Asbestos Fiber Percentage Non -Fibrous Material Percentage Matrix Material Composition Client Lab Sample Number TSI -1-1 21010302-1A White/Multicolored Paint N 2 ND TL m Tak 100 21010302-1B Off -White Texture N 2 CHRY 3 97 C 21010302-1C Gray/Brown Drywall N 96 ND 15 CELL 85 G TSI -1-2 21010302-2A White/Multicolored Paint N 2 ND 100 21010302-2B Off -White Texture N 2 CHRY 3 97 C 21010302-2C Gray/Brown Drywall N 96 ND 15 CELL 85 G TSI -1-3 21010302-3A Gray/Multicolored Paint N 2 ND 100 21010302-3B Off -White Texture N 2 CHRY 3 97 C 21010302-3C Gray/Brown Drywall N 96 ND 15 CELL 85 G TSI -1-4 210103024A White/MulticoloredPaint N 35 ND 100 Pahl Knarj�_& Laboratory Angyst Page 1 of 7 Shannon Whitmore. rislrintus Lab SWennsw AC = Atunolxte AIA = Amaeite AN w AnLSoplb ea CNKY . C6n�tile CR . Crocidola* T1LA1 w Tf*m& itw Tr • Trtw ND v NW4 D9W1 sd AH = I Me pl Hair B = Hiader Q = Quartz CELT = in th j. C = Calcite T= Su FC = FAL Glsa D = Dnta V - Vienlite XM . Miaeral W3 l G . G�Pn OT . ocher M . Mk & SYN • Syathatie OR • Orwie TL m Tak OP W Opaqun W = Nvtlurvpite F = Fullt7 AEROblolo y LAbORATORy �Wned 4o 780Simms te 10 w Suite 104 ASSOCIATES, INCORPORATED �4 Golden, CO, 80401 303.232.3746 Expertise Since 1997 Certificate of Analysis www.aerobioloay.net Client Name Alta Environmental LLC - Colorado n ^ �° Date Collected: 3/19/2021 Street Address 2255 Sheridan Blvd Unit C Suite 323 iL W Date Received: 3/19/2021 City, State ZIP Edgewater, CO 80214 TESTING Date Analyzed: 3/24/2021 Attn: Josh Masek NVLAP Lab Code 200860-0 Date Reported: 3/24/2021 Client Project Name: 20210319-1 / 3495 Vivian Ct., Wheat Ridge, CO Project ID: 21010302 Test Requested: 3002, Asbestos in Bulk Samples Method: EPA 600/R-93/116: Method for Asbestos in Bulk Building Materials, EPA -- 40 CFR Appendix E to Subpart E of Part 763, Interim Method for Asbestos in Bulk Insulation Samples Sample Identification Physical Description of Sample/Layer Homo- geneous (YIN)g Layer Percentage Asbestos Detected Asbestos Percentage Non -Asbestos Fiber Percentage Non -Fibrous Material Percentage Matrix Material Composition Client Lab Sample Number 210103024B Off White Texture N 35 CHRY 3 TL m Tak 97 C TSI -1-4 210103024C Gray/Brown Drywall N 30 ND 80 CELL 20 G TSI -1-5 21010302-5A White/Multicolored Paint N 2 ND 100 21010302-5B Off White Texture N 2 CHRY 3 97 C 21010302-5C Gray/Brown Drywall N 96 ND 80 CELL 20 G CDWI-1-6 21010302-6 Composite 4 Layer Drywall System Composite N 96 CHRY 0.1 15.3 CELL 80.7 CIG 21010302-6A White/Multicolored Paint N 2 ND 100 21010302-6B Off_WhiteTexture N 4 CHRY 3 97 C 21010302-6C White Tape N 2 ND 95 CELL 5 21010302-6D Off -White Joint Compound N 3 CHRY 3 97 C + Z Paul Knappe Laboratory Analyst Page 2 of 7 Shanaon 4S`hitmere. Asbestos Lab Supan^isor AC = AetmoL:e AM = mesite AIN = Aal1_5phvLhm €:IiRY = Ctuanel.k CR . Crneidntiea T&M. TfaemLito Tr • T*au N'D = NVM p71 KI ed All = _ _21 rAu B = 13=dm Q = Quart= CELL = Ce2uLese C = Ciuta T= Tar PC = Fitff u Glus D =13�taens V = VftwPimlila Xff . \iin"XI Reel G . G�Pe O�Lrry�. Wier ]4 .InikI SYN • sva"ic OR . Orsknie TL m Tak OP . <)P*WM W N Wotlaatvaitr F = FvrLitqj .�° Wheal Ra AEROblology&INCORPORATED AbORATORy 01 ASSOCIATES, Expertise Since 1997 Certificate of Analysis 780 Simms Street Suite 104 Golden, CO, 80401 303.232.3746 www.aerobioloay.net Client Name Alta Environmental LLC - Colorado n ^ �° Date Collected: 3/19/2021 Street Address 2255 Sheridan Blvd Unit C Suite 323 iL W Date Received: 3/19/2021 City, State ZIP Edgewater, CO 80214 TESTING Date Analyzed: 3/24/2021 Attn: Josh Masek NVLAP Lab Code 200860-0 Date Reported: 3/24/2021 Client Project Name: 20210319-1 / 3495 Vivian Ct., Wheat Ridge, CO Project ID: 21010302 Test Requested: 3002, Asbestos in Bulk Samples Method: EPA 600/R-93/116: Method for Asbestos in Bulk Building Materials, EPA -- 40 CFR Appendix E to Subpart E of Part 763, Interim Method for Asbestos in Bulk Insulation Samples Sample Identification Physical Description of Sample/Layer Homo- geneous (YIN)g Layer Percentage Asbestos Detected Asbestos Percentage Non -Asbestos Fiber Percentage Non -Fibrous Material Percentage Matrix Material Composition Client Lab Sample Number CDWI-1-6 21010302-6E Gray/Brown Drywall N 89 ND 15 CELL 85 G R = WotLNtvaitr 21010302-7 Composite 4 Layer Drywall System Composite N 95 CHRY 0.1 15.1 CELL 79.8 C,G CDW 1-2-7 21010302-7A White/Gray/Multicolored Paint N 2 ND 100 21010302-7B Off White Texture N 5 CHRY 3 97 C 21010302-7C White Tape N 2 ND 95 CELL 5 21010302-7D Off -White Joint Compound N 3 CHRY 3 97 C 21010302-7E Gray/Brown Drywall N 88 ND 15 CELL 85 G TS2-1-8 21010302-8A White Texture with Gray Paint N 6 CHRY 2 98 C 21010302-813 White/Tan Drywall N 94 ND 10 CELL 90 G TS2-2-9 21010302-9A White Texture with Gray Paint N 90 CHRY 2 98 C Paul Knappe Laboratory AnAlyst Page 3 of 7 t Shinaon 4SIitmere Azbestos Lab Supenrtmn AC = -%Zt6mlue All = amesite AN =ARtSnphvthte CHRY = Chn�t$e CR . Craeidetite T$\f. Tramalito Tr • Tr;u N'D = NQM p71 KI ed AH = A,ux l flair B = B=dm Q = Quartz CELL = Ca<✓Liose C = CalCkt T= Sar PC = Fitness GisS D =13to V = Vftwpimlita Xff = Nfiaeral Reel G . G�Pv OT. thtrr ]4 .lfe 91"N • S!MEkatie OR . Organ c TL m Tak OP • QP*Qu" R = WotLNtvaitr F = Rulit* .�° Wheal Ra AEROblology&INCORPORATED AbORATORy 01 ASSOCIATES, Expertise Since 1997 Certificate of Analysis 780 Simms Street Suite 104 Golden, CO, 80401 303.232.3746 www.aerobioloay.net Client Name Alta Environmental LLC - Colorado n ^ �° Date Collected: 3/19/2021 Street Address 2255 Sheridan Blvd Unit C Suite 323 iL W Date Received: 3/19/2021 City, State ZIP Edgewater, CO 80214 TESTING Date Analyzed: 3/24/2021 Attn: Josh Masek NVLAP Lab Code 200860-0 Date Reported: 3/24/2021 Client Project Name: 20210319-1 / 3495 Vivian Ct., Wheat Ridge, CO Project ID: 21010302 Test Requested: 3002, Asbestos in Bulk Samples Method: EPA 600/R-93/116: Method for Asbestos in Bulk Building Materials, EPA -- 40 CFR Appendix E to Subpart E of Part 763, Interim Method for Asbestos in Bulk Insulation Samples Sample Identification Physical Description of Sample/Layer Homo- geneous (YIN) Layer Percentage g Asbestos Detected Asbestos Percentage Non -Asbestos Fiber Percentage Non -Fibrous Material Percentage Matrix Material Composition Client Lab Sample Number TS2-2-9 21010302-9B Brown Fibrous Material N 10 ND 99 CELL 1 TS2-3-10 21010302-10 White/Tan Drywall with Gray Paint N 100 ND 10 CELL 90 G CDW2-I-II 21010302-11 Composite 4 Layer Drywall System Composite N 100 CHRY 0.3 16.9 CELL 82.8 C,G 21010302-11A White Compound with White Paint N 15 CHRY 2 98 C 21010302 -IIB White Tape N 10 ND 99 CELL 1 21010302-I IC White Joint Compound N 5 ND 100 C 21010302 -IID White/Tan Drywall N 70 ND 10 CELL 90 G CDW2-2-12 21010302-12 Composite 4 Layer Drywall System Composite N 100 CHRY 0.4 10.7 CELL 88.9 CG 21010302-12A White Compound with Gray Paint N 10 CHRY 2 98 C 21010302-12B White Tape N 3 ND 99 CELL 1 Paul Knappe Laboratory Analyst Page 4 of 7 Shan ten 4S`hitmere. Asbestos Lab Supan^ wr AC = AetmoL:e AM = mesite AIN = Aal1_5phvLhm CHRY = CILM+ 13ie CR . Crneidntile T&M. TfamaLito Tr • T*au N'D _ NOM p71 KI ed All = aau al Haif B =13=dm Q = Quartz CELL = Ce2cLesa C = Ca:r!LL T= Tar PC = Fitffa Glus D =13�taens V = l'eraLimlila Xff _ \iiaril Reel G + G�Pe OT . Ckker ]4 . ]Ilk I SYN . s!ra"ic OR . orskn e TL m Tak OP . pp*WM W N Wotlaatvailr F = FwLitqj AERObIO�OC�y LAbORATORy '"hea' l o Ria 780 Simms Street ILL_, a Suite 104 ASSOCIATES, INCORPORATED Golden, co, 80401 .3746 Expertise Since 1997 �`"�a9osss` obiolo y.net Certificate of Analysis www.aerobioloay.net Client Name Alta Environmental LLC - Colorado n ^ �° Date Collected: 3/19/2021 Street Address 2255 Sheridan Blvd Unit C Suite 323 iL W Date Received: 3/19/2021 City, State ZIP Edgewater, CO 80214 TESTING Date Analyzed: 3/24/2021 Attn: Josh Masek NVLAP Lab Code 200860-0 Date Reported: 3/24/2021 Client Project Name: 20210319-1 / 3495 Vivian Ct., Wheat Ridge, CO Project ID: 21010302 Test Requested: 3002, Asbestos in Bulk Samples Method: EPA 600/R-93/116: Method for Asbestos in Bulk Building Materials, EPA -- 40 CFR Appendix E to Subpart E of Part 763, Interim Method for Asbestos in Bulk Insulation Samples Sample Identification Physical Description of Sample/Layer Homo- geaeous (YIN)g Layer Percentage Asbestos Detected Asbestos Percentage Non -Asbestos Fiber Percentage Non -Fibrous Material Percentage Matrix Material Composition Client Lab Sample Number 21010302-12C White Joint Compound N 10 CHRY 2 TL m Talc 98 C CDW2-2-12 21010302-12D White/Tan Drywall N 77 ND 10 CELL 90 G OT1-1-13 21010302-13 Gray Insulation N 100 ND 90 MW 10 OT1-2-14 21010302-14 Gray/Pink Insulation N 100 ND 90 MW,FG 10 RSGl-1-15 21010302-15A White Shingle N 5 ND 20 FG 80 Q,T 21010302-15B Black Shingle N 55 ND 20 FG 80 Q,T 21010302-15C Black Shingle N 30 ND 20 FG 80 Q,T 21010302-15D Black Tar N 10 ND 100 T RSGI-2-16 21010302-16A White Shingle N 60 ND 20 FG 80 Q,T 21010302-16B Black Shingle N 25 ND 20 FG 80 Q,T Paul Knappe Laboratory S^Atyst Page 5 of 7 Shanaon 4SIitmere Azbestos Lab Supvnrtmn AC = Azt6mlue All = amesite AN ARtSOPIVIwm C.HRY = cli Lml$e CR . Crneidntite T$\f. Tramalito Tr • Tr;u N'D = NQM D71 KI ed AH = A,uxul flair B = B=dm Q = Quart= CELL = Ca<✓Liose C = CalCkt T= Sar PC = Filff a GisS D =13to V = l'eremimlita Xff=NLi Xl Reel G. G�Pv OT. thtrr ]4 W lfe 91"N • S!MEkatie OR . organ c TL m Talc PP • QP*Qu" W = WOtlystvaitf F = Palin AERObIOlOw LAbORATORy �tWhear780 Simms Street Ri r ASSOCIATES, INCORPORATED W Golden, Co,0401 Expertise Since 1997 Certificate of Analysis uuyorvssc www.aeroboloov3net Client Name Alta Environmental LLC - Colorado n ^ �° Date Collected: 3/19/2021 Street Address 2255 Sheridan Blvd Unit C Suite 323 iL W Date Received: 3/19/2021 City, State ZIP Edgewater, CO 80214 TESTING Date Analyzed: 3/24/2021 Attn: Josh Masek NVLAP Lab Code 200860-0 Date Reported: 3/24/2021 Client Project Name: 20210319-1 / 3495 Vivian Ct., Wheat Ridge, CO Project ID: 21010302 Test Requested: 3002, Asbestos in Bulk Samples Method: EPA 600/R-93/116: Method for Asbestos in Bulk Building Materials, EPA -- 40 CFR Appendix E to Subpart E of Part 763, Interim Method for Asbestos in Bulk Insulation Samples Sample Identification Physical Description of Sample/Layer Homo- geneous (YIN)g Layer Percentage Asbestos Detected Asbestos Percentage Non -Asbestos Fiber Percentage Non -Fibrous Material Percentage Matrix Material Composition Client Lab Sample Number G . Gypsum 21010302-16C Black Shingle N 10 ND RR . Organic 20 FG 80 QJ RSG1-2-16 21010302-16D Black Tar N 5 ND 100 T 010302 -16E F Brown Wood N Tr ND 99 CELL 1 Fail Krnappg Laboratory Analyst Page 6 of 7 Shannon WhitmozLL ristr¢atos Lab Snpan%mn AC = .Cuneiite AH = Animal Hair B = a,. dee Q = Quartz -Ul = '—_site CF.T r = C thja C = Cakita T= Tai AN _ ArahepbVIlim FG = FAffo Glass D = Di teens V = l'ermienittt CHRY = Chry�tile XM = Mineral ❑4 l G . Gypsum CR=Crondolite OT. Other ]4=Illic.a TRhS w Trernelit• SYN • Sa-nekwic RR . Organic Tr = Traw TL m Talc OF • 4)P*WM O =;ions DIJAKI rd W = Wvtla+tvailr P = Fw4c4P AERObIO1OC�Y ASSOCIATES, AXlk Client Name Street Address City, State ZIP Attn: Client Project Name: LABORATORY INCORPORATED Expertise Since 1997 Alta Environmental LLC - Colorado 2255 Sheridan Blvd Unit C Suite 323 Edgewater, CO 80214 Josh Masek 20210319-1 / 3495 Vivian Ct., Wheat Ridge, CO Certificate of Analysis HEW 1%q TESTING NVLAP Lab Code 200860-0 heatq 780 Sinuns Street a�W 3/24/2021 Project ID: Suite 104 Golden, CO, 80401 p c ��o)ng 303.232.3746 0100 www.aerobiology.net Date Collected: 3/19/2021 Date Received: 3/19/2021 Date Analyzed: 3/24/2021 Date Reported: 3/24/2021 Project ID: 21010302 Test Requested: 3002, Asbestos in Bulk Samples Method: EPA 600/R-93/116: Method for Asbestos in Bulk Building Materials, EPA -- 40 CFR Appendix E to Subpart E of Part 763, Interim Method for Asbestos in Bulk Insulation Samples General Notes • ND indicates no asbestos was detected; the method detection limit is 1 %. • Trace or "< 1" indicates asbestos was identified in the sample, but the concentration is less than I% and cannot be quantified without point counting. • Samples identified as inhomogeneous (more than one layer) are separated into individual layers, and each layer is analyzed and reported separately. All regulated asbestos minerals (i.e. chrysotile, amosite, crocidolite, anthophyllite, tremolite, and actinolite) were sought in every layer of each sample, but only those asbestos minerals detected are listed. Amosite is the common name for the asbestiform variety of the minerals grunerite. Crocidolite is the common name used for the asbestiform variety of the mineral riebeckite. • Tile, vinyl, foam, plastic, and fine powder samples may contain asbestos fibers of such small diameter (< 0.25 microns in diameter) that these fibers cannot be detected by PLM. For such samples, more sensitive analytical methods (e.g. TEM, SEM, and XRD) are recommended if greater certainty about asbestos content is required. Semi -quantitative bulk TEM floor tile analysis is accepted under NESHAP regulations. • These results are submitted pursuant to Aerobiology Laboratory Associates, Inc.'s current terms and conditions of sale, including the company's standard warranty and limitation of liability provisions. No responsibility or liability is assumed for the manner in which the results are used or interpreted. • Unless notified in writing to return the samples covered by this report, Aerobiology Laboratory Associates, Inc. will store the samples for a minimum period of thirty (30) days before discarding. A shipping and handling charge will be assessed for the return of any samples. • Aerobiology does not guarantee the results of tape lifts, microvacs, wipe, and/or debris samples. Accurate analysis cannot be performed due to particle size, media used, and/or amount of material given. Analysis of these materials should be preformed by a TEM. A result of ND does not indicate that the sample area does not contain asbestos. It means the analyst could not identify asbestos in the specific sample for the reasons listed above. Notes Required by NVLAP • This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST, or any agency of the Federal Government. • This test report relates only to the items tested or calibrated. • This report is not valid unless it bears the name of a NVLAP-approved signatory. • Any reproduction of this document must include the entire document in order for the report to be valid. Page 7 of 7 hnii�l��xh t+I�kihLplr M1 ::.2 �.yrwne fVrxw. •.vr rn- •• •• �+Olo,+f,71 +� ��p`y.X. L� 8 T W v _ Anch Yfi.,� LI.4• ���y waaoe ar m�ejW Sri In ixl 9vF6 lnu*+.� u...w, Ts iL I• -L 19 -t 41 k -3 i8 -3 07-H J �S hi•[ / LA8 DISE SNL prf 6a 4tdruL- 46 ALm"krx':' d$ IOl biz Fip.pr. Rur 199F f.CSf� o � Wheat pow R, . m NY�a Aar bOn"H{rPl I A i L E&OV Cd .._ __.. ..... �... 9 Pn OD P� xZ PlmFai � Y t � TJILT � ' l le �.wrab r, ,un �.,� .�.w..•awi ixM rrxr ra«ia� Twl caps Sdrhg lsyge .v, ri rn +"*Mw. LLC Pn OD P� xZ o" ra r,t LmJ� C& le �.wrab r, ,un �.,� .�.w..•awi ixM rrxr ra«ia� a.n�r rim ein�wi .v, ri rn W heat vo :. rx• ..lr :: x, 1, ICA jr �i Cdwa�k Tkparmw-aw •�_ ; uF Publir I leald� and Fmimmnml ASBESTUS ' C:ERTIFICATION* -1 This cesifirl aFai Jashuo A. klasek S rrrifivAimu die,: ZWN hu met ehe mquimmots ot'_5.7.5G7, C -&.s. and .lir Quaky- Cmmrml Comminim Rcgubt5ua i:+m. N- Pmkh sjuliihoiby reml6ed by iho ni1r of C*Iolodo is tht follow dixiplioe, Elsilding Inspector* INGrLI- Febnrn If- 2PIt Fipm n' %larrk 10.:IIZ] n A 1 =Ptxdhh a.ulhtmectit ASBESTOS CONSULTING FIRM r*t. «v,irs. Iw Alta Environmental LLC M. MCI Iho I<Qi.l rat wait rcVm wr'M. of !a.•d07. C R 5 and Iha \n IJwbty t MtuI C. It I "I'M RflulsKV, � Y. hn R. Maul I. hnehy aullllilM M WIMM a\asww am.uRleR acu, dols, at r<Va.ad ander Rqulatunn No e. Pat R. In INC mu of ( mlutado. I•mrtl hof U. NIU y I l.Rlrna MA) N. "11 d0 W heatgo U w O�yo'ing Drop a 66 i6 -it ) 10 IEI<u3oh m p L wl8o si lei eaao oeLs. WINE OP-]" O I P F DINING F AREA w KITCHEN m Y ❑LINE OF FLOOR ABOVE R rhY DN UP 17 ill 6' NOTE: ALL EXISTING INTERIOR FIRSTWALL$ ON BE REMOVED EXCEPT AS NOTED. � 94, M�E� LIVING PANTRY ROOM rT -q 6'-9"21'$" IE15O90SL 9" 0' 9" Y-8- 9,4. N Y ONLY INTERIOR WALL 0 2 TO REMAIN IS HATCHED 0 g O 3 � DEN �+ MUD ROOM MOVE (E) BAV WINDOW D TO (E) DOOR OPENING 1o' -s• 12•-B]' (E)3o ADD BRICK VENEER AROUND BAY WINDOW LINE OF WALL ABOVE w w r N � — — — — — — — — — — — — — — I I I I I 23•-9" (E) lW70 VHDJI 12'-6i" 12'-6? OP. 3 A4.1 FIRST FLOOR PLAN N1/4" -0. W 42'8' 6-1�4NO SL 9-] rt 7 MASTER = BEDROOM 3-11 5' W D 5' Y rc REMOVE (E) BAY WINDOW w 2 AND REPLACE WITH (N) DOOR °_ O MASTER CLOSET iv A4.1 N BATH m�0 BED3 ^'3 Rm O 6. zees R n GUEST BATH 1 GUEST a BATH 2 W - LINEN L4WSLI GUEST El CL `x' BED 2CLY-2" mIII 11'-0" LINE OF FRAMING BELOW 5'-* ---- 13'-9" V-3] 3' 2T-4' 3 A4.1 00- SECOND FLOOR PLAN i d5° LANDING I. II II II RAILING x OPEN TO BELOW = MASTER CLOSET daoca x II 4 II LAUNDRY 3' L------- 3-11 5' W D 5' Y rc REMOVE (E) BAY WINDOW w 2 AND REPLACE WITH (N) DOOR °_ O MASTER CLOSET iv A4.1 N BATH m�0 BED3 ^'3 Rm O 6. zees R n GUEST BATH 1 GUEST a BATH 2 W - LINEN L4WSLI GUEST El CL `x' BED 2CLY-2" mIII 11'-0" LINE OF FRAMING BELOW 5'-* ---- 13'-9" V-3] 3' 2T-4' 3 A4.1 00- SECOND FLOOR PLAN i M ry z o z � as 'm r O� E Fz o �O 0 LL w 03X N ie DOORMINDOW LABEL DESCRIPTION n EXAMPLE: 60ESC5 = 6 0 6 8 CS G e J� Zzu 6'- "WIDE 6'A"TALL F 0 o TYPE O 5 Ili C O>Ow CS CASEMENT Q 5 O Z DH DOUBLE HUNG M 0 C �+ FX FIXED OF e H O SH SINGLE HUNG 4 M w FR FRENCH 0 Z SK SKYLIGHT TEMP TEMPERED GLASS EG EGRESS SC SOLID CORE SEC SELF CLOSING BE BI -FOLD SL SLIDING U L6 n O OHO OVER HEAD DOOR E>ON A! w m 0 z Ej OW JOVw wwuTZ w �:d0- 2 O o W ON WA w o . T� ; Ryan Arp, PE om4 Ryan I am approving this doCUmen JOB NO. Arp, PE 202,-12- ouc 2021-9953 1122 C'' F�` SHEET 4 fad 'yq,•'t�' `Je 58298 A2.2 �• OF 1013th I 0 I. M ry z o z � as 'm r O� E Fz o �O 0 LL w 03X N ie DOORMINDOW LABEL DESCRIPTION n EXAMPLE: 60ESC5 = 6 0 6 8 CS G e J� Zzu 6'- "WIDE 6'A"TALL F 0 o TYPE O 5 Ili C O>Ow CS CASEMENT Q 5 O Z DH DOUBLE HUNG M 0 C �+ FX FIXED OF e H O SH SINGLE HUNG 4 M w FR FRENCH 0 Z SK SKYLIGHT TEMP TEMPERED GLASS EG EGRESS SC SOLID CORE SEC SELF CLOSING BE BI -FOLD SL SLIDING U L6 n O OHO OVER HEAD DOOR E>ON A! w m 0 z Ej OW JOVw wwuTZ w �:d0- 2 O o W ON WA w o . T� ; Ryan Arp, PE om4 Ryan I am approving this doCUmen JOB NO. Arp, PE 202,-12- ouc 2021-9953 1122 C'' F�` SHEET 4 fad 'yq,•'t�' `Je 58298 A2.2 �• OF 1013th I 0 l o W heal,Q6 - - - term - a "All work shall comply with the 2018 IRC, 2020 NEC and City of Wheat Ridge Municipal Codes" �0�1%9 pMs°c "Approved construction plans, and documents shall be on-site for all inspections. SITE PLAN LEGEND "Work shall not be covered or concealed without inspection. INDEX: PROPERTY LINE -- Ala SITE PLAN R -IA A2.1 BASEMENT FLOOR PLAN REQUIRED SETBACKIEASEMENT A2.2 FIRST PLAN 75 FT SECOND FLOOR PLAN SECOND FLOOR EXTERIOR BUILDING FOOTPRINT 19.4% ELEVATIONS 2059&& MA A4.1 BUILDINGFORM TIONS ROOF LINE 19.4% ION IECC INFORMATION 2059 S.F. 50.1 ES DETAILS GENERFOUNDATION FENCE ❑ ❑ 51.1 PLA FOUNDATION PLAN SQUARE FOOTAGE WILL BE ADDED TO THE FOOTPRINT OF THE EXISTING FIRST FLOOR FRAMING PLAN CONCRETE S1.2 SECOND FLOOR FRAMING PLAN S.3 ROOF FRAMING PLAN (E) STRUCTURE ® 522.1 DETAILS UTILITY LINE PROJECT INFORMATION EXISTING PROPERTY ADDRESS 3495 VIVIAN CT. ZONING R -IA NNOTE: ZONE LOT AREA 10598 S.F. ZONE LOT WIDTH 75 FT (E) PRINCIPAL BUILDING FOOTPRINT 2059 S.F. 19.4% TOTAL (E) BUILDING FOOTPRINTS 2059&& 19.4% (N) PRINCIPAL BUILDING FOOTPRINT 2059 S.F. 19.4% TOTAL (N) BUILDING FOOTPRINT 2059 S.F. 19.4% MAX COVERAGE ALLOWED 3179 S.F. 30.0% PROPOSED 2ND STORY ADDITION. NO ADDITIONAL SQUARE FOOTAGE WILL BE ADDED TO THE FOOTPRINT OF THE EXISTING HOUSE. PARCEL DESCRIPTION BLOCK 4, LOT 45, APPLEWOOD VILLAGE SUBDIVISION, LOCATED IN THE NORTHEAST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO ro WEST 35TH AVENUE ® SITE PLAN 1/pn — .I t_Ott NNOTE: SITE PLAN AND STRUCTURE DIMENSIONS ARE APPROXIMATE OBTAINED BY ENGINEER FROM JEFFERSON COUNTY ASSESSOR WEBPAGE. IF MORE ACCURATE LOCATION OF (E) STRUCTURES AND PROPOSED RENOVATIONS ARE REQUIRED A PROFESSIONAL LAND SURVEYOR SHOULD BE ENGAGED. Fire Blocking and Draft Stopping shall be installed in concealed spaces per R302.11 & R302.12. Minimum Ceiling height shall be 7' or accordance with section R305.1.1. Bathroom fixtures shall have proper clearances and spacing per code section R307 & P2705.1. Bathroom lighting shall comply with code section R303.3 and bathroom ventilation shall comply with code section R303.4. 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 Domestic cooking exhaust equipment shall comply with Code section M1503.1. Makeup air required M1503.6.1 exhaust systems capable of exhausting more than 400 cubic feet per minute shall be mechanically or passively provide with makeup air at a rate approximately equal to the exhaust air rate. Such makeup air systems shall be equipped with no fewer than one damper complying with section M1503.6.2 Decorative gas fireplace shall comply with code sections 2432.1 — 2432.3 or 2434.1-2434.2 depending on the application. Please provide the inspector the installation instructions at time of inspection. Bathtub and shower spaces shall comply with R307.2 Showers shall comply with P2708 Shower control valves shall comply with P2708.4 ' .W pea,.... e Those drawings was reme.m under the applicable laws In eRecl at the time of submittal. Reasonable effort was ererdsed In dreda"ng for code mmpllence. The stranni of mese documents shall not de construed W be a pe,mi for, or an app,wal ofaw volanon of stare and/or local modes, oramances or amemmemsmerem. Plan Reviewer 51vi'g Date 12/081201 e < .m Zii 200 I I I O>Ww 452Z do Omf0 <1< 0 W OZ b. f Z W n Q <bOW �JOVW KWUTZ W; do j5 low,o o W J z0bui Wmy T� Jm< ; Ryan Arp, PE o J 3: Ryan I am approving this docume JOB NO. Arp, PE 2021-09- �F 2021-9953 46:27 v0�'{'N C''4" SHEET f 50206 } Ali F % ,,. / OF i 10131h 9 0 F CY 7 O U Q ' .W pea,.... e Those drawings was reme.m under the applicable laws In eRecl at the time of submittal. Reasonable effort was ererdsed In dreda"ng for code mmpllence. The stranni of mese documents shall not de construed W be a pe,mi for, or an app,wal ofaw volanon of stare and/or local modes, oramances or amemmemsmerem. Plan Reviewer 51vi'g Date 12/081201 e < .m Zii 200 I I I O>Ww 452Z do Omf0 <1< 0 W OZ b. f Z W n Q <bOW �JOVW KWUTZ W; do j5 low,o o W J z0bui Wmy T� Jm< ; Ryan Arp, PE o J 3: Ryan I am approving this docume JOB NO. Arp, PE 2021-09- �F 2021-9953 46:27 v0�'{'N C''4" SHEET f 50206 } Ali F % ,,. / OF i 10131h 9 0 o Whea/Ri6 U w c G OM0 �O9 S ro TIEI<o,„n IT n w KITCHENEel m 4 O R 5' PANTRY III 0-e. DEN i6' -i t' t 10 T Mla s IF N40 DssL WINE 1 dt T DINING AREA CP F-1 7-1 P LINE OF FLOOR ABOVE LIVING ROOM CL. L W 2'-5� R y ¢ 16'yle. 3 r0 0 3 2 REMOVE (E) BAY WINDOW MUD ROOMS A4 1 AND REPLACE WITH (N) DOOR eW � I 6-1� 9-�a MASTER - = BEDROOM rr=== II II II = MASTER CLOSET II i MASTER r y BATH 42'8' LANDING RAILING :wce OPEN TO BELOW 4 LAUNDRY r— 3' 10' W D 15' CLOSET F GUEST M MOVE (E) BAY WINDOW 10' - e” D TO (E) DOOR OPENING 12'-B]' (E)3o ADD BRICK VENEER 0 BED ^'3 AROUND BAY WINDOW � LINE OF WALL ABOVE I. I �I Fire Blocking and Draft Stopping shall be installed in concealed 6'A"TALL spaces per R302.11 & R302.12. o Minimum Ceiling height shall be 7' or accordance with section R305.1.1. y Bathroom fixtures shall have proper clearances and spacing per code EZ $_ section R307 & P2705.1. Bathroom lighting shall comply with code section R303.3 and o bathroom ventilation shall comply with code section R303.4. _ _ _ _ _ _ — — _ _ _ _ _ _ _ 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 CS glazing adjacent to the bottom of the stairs per R308.4.7. LL W Smoke Alarms shall comply with R314. DH Carbon Monoxide Alarms shall comply with R315 9 Emergency escape and egress shall comply with R310 FX Domestic cooking exhaust equipment shall comply with code section M1503.1. SH Makeup air required M1503.6.1 exhaust systems capable of 23'-e" exhausting more than 400 cubic feet per minute shall be mechanically FR FRENCH IEl 1W700„o J or passively provide with makeup air at a rate approximately equal to the exhaust air rate. Such makeup air systems shall be equipped with 0 Z 1z' -s;• 12'-6 ” no fewer than one damper complying with section M1503.6.2 25'-1" Decorative gas fireplace shall comply with code sections 2432.1 — TEMP TEMPERED GLASS 2432.3 or 2434.1-2434.2 depending on the application. Please 3 provide the inspector the installation instructions at time of inspection. EGRESS Bathtub and shower spaces shall comply with R307.2 A4.1 Showers shall comply with P2708 SOLID CORE Shower control valves shall comply with P2708.4 OP.FIRST SEC SELF CLOSING FLOOR PLAN N1/4' = V-0" 6-1� 9-�a MASTER - = BEDROOM rr=== II II II = MASTER CLOSET II i MASTER r y BATH 42'8' LANDING RAILING :wce OPEN TO BELOW 4 LAUNDRY r— 3' 10' W D 15' CLOSET F GUEST ISI i M 0 BED ^'3 Z � I. O a0 6'A"TALL o 3m EZ TYPE rZ o G Q Ili C wo U CS CASEMENT LL W D3X DH N 9 n C �+ OF 0 H O FX As 4 SH SINGLE HUNG FR FRENCH 0 Z SK SKYLIGHT TEMP TEMPERED GLASS EG EGRESS SC SOLID CORE SEC SELF CLOSING BE BI -FOLD SL SLIDING GUEST U L6 n O OHO OVER HEAD DOOR -^I BATH 1 GUEST BATH 2 LINEN GUEST BED GUEST BED 2 CL x m CL LINE OF 3'-2" FRAMING BELOW 2T-4' ISI i 6' M 0 Z Na Z � I. 'm a0 6'A"TALL o 3m 6' DOORMINDOW LABEL DESCRIPTION M 0 Z Na Z � ga 'm a0 6'A"TALL o 3m EZ TYPE rZ o G Q Ili C wo U CS CASEMENT LL W D3X DH N 9 n C �+ OF 0 H O FX As 4 DOORMINDOW LABEL DESCRIPTION n 0 EXAMPLE: 60ESC5 = 6 0 6 8 CS G T a-0' WIDE 6'A"TALL F 0 o EZ TYPE G Q Ili C o>OW CS CASEMENT 4 j O Z DH DOUBLE HUNGu n C �+ OF 0 H O FX FIXED 4 SH SINGLE HUNG FR FRENCH 0 Z SK SKYLIGHT TEMP TEMPERED GLASS EG EGRESS SC SOLID CORE SEC SELF CLOSING BE BI -FOLD SL SLIDING U L6 n O OHO OVER HEAD DOOR E>ON 1? <moz �JOVW WIM LIT Z W; oo- Z,goW =ow�0 Woy T� COO JOB NO. 00 2021-9953 2 E SHEE 58206 A2.2 �• OF L 1013,101 0 (N) CHIN EXTEN: IM 1r SII (E) CHIN (E)BI VEN 6 12 4� 01 110 4 12 � 4 (N) CHIMNEY EXTENSION IN) 12"LAP SIDING (E)CHIMNEY (N) CEDAR FRAN AWNING PER AF (E) BRICK VENEER DEMO (E) BAY WINDOW AND INSTALL (N) DOOR WEST ELEVATION lle=l-0w IN)1T V SIDIN (E) BRI( VENEE N P IEY M 0 ry 0 n w o z O > m w o w CoQ o e n F n G .o Zfw OUo FZU: O7_Ww ym Q>pZ op F>'o 4�W O t 6 f ? w n u -Qow �Jovw KWUTZ w;oo� ,o oW J =owl Woy T� COO ; JOB NO. aDo(/�f, 2021-9953 �M C.4 SHEET AM OF taui 10131/21 9 SOUTH ELEVATION 1W = r -o - ITmo— ������ • �� �—- Imo— F/ .. MOVE BAY WINDOW TO REPUCE (E) SLIDER EAST ELEVATION (N) CHIMNEY EXTENSION IN) 12"LAP SIDING (E)CHIMNEY (N) CEDAR FRAN AWNING PER AF (E) BRICK VENEER DEMO (E) BAY WINDOW AND INSTALL (N) DOOR WEST ELEVATION lle=l-0w IN)1T V SIDIN (E) BRI( VENEE N P IEY M 0 ry 0 n w o z O > m w o w CoQ o e n F n G .o Zfw OUo FZU: O7_Ww ym Q>pZ op F>'o 4�W O t 6 f ? w n u -Qow �Jovw KWUTZ w;oo� ,o oW J =owl Woy T� COO ; JOB NO. aDo(/�f, 2021-9953 �M C.4 SHEET AM OF taui 10131/21 9 SOUTH ELEVATION 1W = r -o - at W hee/R is INSTALL A MINIMUM OF 5.7 SO.". OF ATTIC .iN VENTILATION OPENINGS w/ 2.6 SOFT. OF OPENINGS U _ ry w INSTALLED A MAXIMUM OF T BELOW RIDGE / OSB SHEATHING PER hong STRUCT. w/ASPHALT DN`soo SHINGLES PREFAB TRUSS PER STRUCT. WW BUILDING THERMAL i u" ENVELOPE d as 1-811 (N) WATER RESISTIVE BARRIER BEHIND SIDING (N) 2x6 STUDS @ 16" o.c. w/ R-20 WALL INSULATION (N)12" LAP SIDING (N) METAL FLASHING OVER (E) BRICK VENEER (E) BRICK VENEER (E) 2x4 WALL AND INSULATION (E) FOUNDATION WALL 1' w (N) WATER RESISTIVE BARRIER BEHIND SIDING (N) 2x6 BALLOON FRAME STUDS @ 1W ox. wl R-20 WALL INSULATION IN) 17 LAP SIDING (N) METAL FLASHING OVER (E) BRICK VENEER (E) BRICK VENEER (E) FOUNDATION WALL 54 2 MASTER BEDROOM KITCHEN (E)CLOSET BUILDING THERMAL ENVELOPE ROOF FRAMING AND SHEATHING PER STRUCT. LANDING DINING AREA (E) HALLWAY GIRDER TRUSS PER STRUCT. � RAFTER PER STRUCT, IzekiIk F11IIra] 21 T e (E)STORAGE 0BUILDING SECTION IW = r-0" I:i�F]CFYIII:\IDIa CLASS I OR II VAPOR CLASS I OR II VAPOR - RETARDERONINTERIOR RETARDER ON INTERIOR = SIDE OF STUDS SIDE OF STUDS =_ GREAT ROOM (E)FIER. FRAMING - (E)STEEL BEAM (E)FLEX AREA (E)SLAS Z BUILDING SECTION 114" =1'-0" 4 4C 12 12 CEILING JOIST PER STRUCT. GREAT ROOM STAIRS: (14) RISERS @ 7%. (13) TREADS @ 10" PLUS NOSING (E)STAIRS: (13) RISERS, (12)TREADS (E) FLEX AREA f-8. (N) WATER RESISTIVE (N)2x6 BALLOON FRAME STUDS @ 16" o.c. w/ R-20 WALL INSULATION (N) 12" LAP SIDING (N) METAL FLASHING OVER (E) BRICK VENEER (E) BRICK VENEER (E) FOUNDATION WALL - INSTALL CLASS II VAPOR RETARDER AIR -IMPERMEABLE INSULATION DIRECTLY TO UNDERSIDE OF SHEATHING WHERE CEILING IS ATTACHED TO RAFTERS. (N) 2x6 BALLOON FRAME STUDS @ 16" ac. wl R-20 WALL INSULATION IN)12" LAP SIDING (N) METAL FLASHINGb OVER (E) BRICK VENEER (E)BRICK VENEER PROJECT ENERGY INFORMATION METHOD OF COMPLIANCE: METHOD 1 PRESCRIPTIVE PATH 2018 IECC CHAPTER 4 (IRC CHAPTER 13) CLIMATE REGION: JEFFERSON COUNTY - 5B ENERGY COMPLIANCE GENERAL NOTES BASED ON 2018 IECC R402, TABLE R402.4.1.2: "A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous air barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material." 'The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier sealed. Access openings, drop down stair or knee wall doors to unconditioned attic spaces shall be sealed." 'Corners and headers shall be insulated and the junction of the foundation and sill plate shall be sealed. The junction of the top plate and top of exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed." 'The space between window/door jambs and framing and skylights and framing shall be sealed." 'Rim joists shall be insulated and include the air barrier." 'Insulation shall be installed to maintain permanent contact with underside of subfloor decking. The air barrier shall be installed at any exposed edge of insulation." 'Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped." THERMAL PERFORMANCE SHALL MEET OR EXCEED (E) FOUNDATION THE MINIMUM REQUIREMENTS IN 2018 IRC WALL MAX GLAZING U -FACTOR 0.30 CEILING R49 WOOD FRAMED WALLS R-20 OR 13+5 FLOORS R-30 NOTE: R VALUES ARE MINIMUMS AND U -FACTOR IS A MAXIMUM V 8" (N) WATER RESISTIVE BARRIER BEHIND SIDING 2x6 STUDS @ 16" o.c. w/ R-20 WALL INSULATION (N)12" LAP SIDING (N) METAL FLASHING OVER (E) BRICK VENEER OHD HEADER PER STRUCT. (E) BRICK VENEER BEYOND (E) 2x4 WALL BEYOND Vuct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed." 'Batts in narrow cavities shall be cut to ft, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity space." 'Air sealing shall be provided between the garage and conditioned spaces." Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall.' 'Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring." 'Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs." The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed." HVAC register boots that penetrate building thermal envelope shall be sealed to the subfloor or drywall." %n air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors." R402.2.1 CEILINGS WITH ATTIC SPACES: "Where Section R402.1.2 would require R-49 insulation in the ceiling, installing R-38 over 1009 of the ceiling area requiring insulation shall be deemed to satisfy the requirement for R-49 insulation wherever the full height of uncompressed R-38 insulation extends over the top wall plate at the eaves." R402.2.2 CEILINGS WITHOUT ATTIC SPACES: "Where Section R402.1.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-30. This reduction of insulation from the requirements of Section R402.1.2 shall be limited to 500 square feet of 209 of the total insulated ceiling area, whichever is less." OSB SHEATHING PER INSTALL A MINIMUM OF 5.7 SQ.FT. OF ATTIC BUILDINGTHERMAL PREFAB TRUSSES STRUCT. wl ASPHALT VENTILATION OPENINGS w/ 2.6 SOFT. OF OPENINGS ENVELOPE @24"o.c. SHINGLES INSTALLED A MAXIMUM OF 3'BELOW RIDGE 1'-8" (N) WATER RESISTIVE BARRIER BEHIND SIDING w w w O O O HALLWAY MASTER (N)2x6STUDS @ U U U BEDROOM = 16"oc.wl ULA = WALL INSULATION — CLASS I OR II VAPOR CLASS I OR II VAPOR = (N) 12" LAP SIDING RETARDER ON INTERIOR FLR. FRAMING PER RETARDER ON INTERIOR SIDE OF STUDS STRUCT. wl R-30 (N) FLR. FRAMING SIDE OF STUDS FLOOR INSULATION ' PER STRUCT. (N) METAL FLASHING OVER (E) BRICK VENEER (N) TYPE X GYP. (E) BRICK VENEER (E) BRICK (E %"TYPEX VENEER GYP. V.I.F. KITCHEN (E) 2x4 WALL AND (E) GARAGE INSULATION l N (E)2x4 WALLAND INSULATION (E) SLAB (E) SLAB (E) FLOOR FRAMING (E)STEEL BEAM (E) FOUNDATION (E) FOUNDATION w WALL WALL (E) WORKOUT (E) MECH (E) FLEX ROOM U ROOM AREA (E) FOUNDATION J w (E) FOUNDATION WALL WALL (E)SLAB 3 BUILDING SECTION 114"= V-0" RpDouc, 58206 } IF 10 13119( v f M G .o Z000 1 Hm P0Z I - i 5 5 LLI 452Z 0mf0 V 0 W O Z L f ? IMM U <�OW �JOVW KWUTZ ,0 Z 2,g -1W J z owW � W m . T� COO ; JOB NO. 2021-9953 SHEET A4.1 OF 9 WhaalRa 0 IN CALCS F1 .o O Fastener Pattern U w Assembly Assembly Assembly Assembly 12' Assembly Ass•IblyF 2m 2 Design Criteria: INDEX: �`�ng 1. Building Code: 3- 30 `oo 1.1. Model Building Code: 20181RC/IBC A1.0 SITE PLAN DM 1.2. City of Wheat Ridge Amendments A2.1 BASEMENT FLOOR PLAN 3W or 314' 2. Risk Wtegory: O A2.2 FIRST FLOOR PLAN 5" 3. Dead Loads: Slabs, jcims, and SECOND FLOOR PLAN 10d failed) 3.1. Roof Total: I8psf Add ELEVATIONS L 3.2. Floor Total l2psf A4.1 BUILDING SECTIONS or In contact wire ground 3.3. Wall Total: 10psf Screws IECC INFORMATION 2 4. the Wads: SOA GENERAL NOTES I DETAILS Oneside 4.1. Residential: 40paf 51.1 FOUNDATION PLAN 5'a 61 4.2. Roof: psf Number FIRST OOR PLAN r� j_ 1%" S. Snow loads: 51.2 FLOORAMING SECOND FLOOR FRAMING PLAN SECOND %'botfin 5.1. Ground Snow Load, ps=30i S1.3 ROOF FRAMING PLAN of Rows 5.2. Flat Roof Snow Load, W=30psf $2.1 DETAILS 5%'wide,2-ply 6. Wind Design Data: 7' wide, 2 -ply 7"feldho - I 10tl 10.128' a 3'720) Wail") 6.1. Exposure Category -C 12" 12" 370 6.2. Wind Speed: Va.= 1351 otai 305mph 3 555 IS" A3117 Through BoltRxn 7. Seismic Design DNa: 2 24" 505 7.1. Design Category -B 465860 340 580 1,015 125 695 1,290 505 18.2' 635 7.2. Site Clase-D IB" 760 Scrowbangth S. Soil Design Data: 3%" 335' 315' 680 510 510 9%' 6" 455 1.360 555 8.1. Bearing Capacity- 250npsf(assumed) 24" fill 8.1.1. Bearing capacity must be validated by a geotechnical engineer LEGEND: WALL O BEAMS AND -__- HEADERS (N) FOUNDATION 0 (E) FOUNDATION DEMO ] MEMBER# 0 IN CALCS F1 SHEAR WALL O General Notes: 1. Construction documents are valid for a single use at the project location and shall not be reused, copied, or reproduced without written approval of the registered design professional in reasonable charge. 2. General notes and typical details are provided as a supplement to the construction documents and apply where specific notes and details are not available. Specific notes and structural details shall take precedence over general notes and typical details. Structural requirements shown in the framing plans and in the structural details shall fake precedence over structural nates indicated in architectural sections. 3. Printed dimensions shall take precedence over scales shown on construction documents. The registered design professional in reasonable charge does not warrant the accuracy of scaled dimensions. 4. Approval by the inspector does not Imply approval by the registered design professional in reasonable charge. Structural specifications that are unclear or ambiguous shall be referred to the registered design professional in reasonable charge for interpretation or clarRcation. 5. The contractor is responsible for the methods, means and sequence of all structural erection except when specifically noted otherwise in the construction documents, including all typical structural connections as referenced in IRC Table R602.3N) and IBCTable 2304.10.1. The contractor shall provide temporary shonng and bracing, providing adequate vertical and lateral support during erection. Shoring and bracing shall remain in place until all permanent members are placed and all final connections are completed. 6. The contractor is responsible for standard connections unless notes otherwise. The contractor shall obtain additional assistance from the registered design professional in reasonable charge for all non-standard connections. 7. The contractor agrees that, in accordance with generally accepted construction practices, the contractor will be required to assume sole and responsibility for job site conditions during the course of construction of the project, including safe[ of all a and property. completeP V 1 6 P I g a persons t d Y This requirement shall be made to apply continuously and not be limited to normal working hours. The contractor further agrees to defend, indemnify and hold owner and engineer harmless from any and all liability, real or alleged, in connection with the performance of work on this project, exempting liability arising from the sole negligence of engineer. Concrete: 1. Concrete materials, quality control and construction shall comply with ACI 318-14. Special inspections shall be evaluated in accordance with ACI 318-1417.8 and 26.13 and tested in accordance with ASTM C172, C31. Compressive strength (minimum specified at 28 days( 1.1. Footing 3500 psi 12. Slab 3500 psi 1.3. Walls 3500 psi 2. Materials 2.1. Cements (ASTM C 150) 2.1.1. Limits on cementitious materials for concrete assigned to Exposure Class F3 shall comply with AC1318-14 Table 2642.21b) 2.2. Aggregates(ASTM C33) nominal maximum size of course aggregates shall conform to ACI 318-1426.4.2.1(a)(4) not to exceed least of: 2.2.1. Ys narrowest dimension between sides of forms 2.2.2. Ya depth of slab 2.2.3. Y minimum specified clear spacing between reinforcement 2.1. Air content for concrete In Exposure Class FL Ell, or F3 shall conform to ACI 318-14 Table 19.3.3.1 2.2. Water (ASTM 1602) used in mixing concrete shall be potable and clean. (ACI 318-1426.4.1.3) 2.3. Steel 2.1.1. Deformed Bars: fy=60 IRS IA5TM A515) 2.1.2. At the time concrete is placed, reinforcement shall be free from mud,oil, and other deleterious coatings that decrease bond (ACI 318-14 26.1.2) 3. Minimum Concrete Cover shall conform to the requirements specified In ACI 318-14 20.6.13. 4 Formwork shall conform to ACI 318-14 26-11 and ACI 347. Forms shall be removed In a manner as not to impair safety and serviceability of the structure. Concrete exposed by form removal shall have sufficient strength not to be damaged by removal operation. Wood: 1. Wood materials, quality and construction shall conform to 2018 N DS. 2. Structural lumber: (2018 NDS) 2.1. Bearingwalls: Hem -Fir( HF) Stud(SATM D 1990, DOC PS 20) 2.2. Post: Hem -fir (HI') #2 or better (ASTM D 1990, DOC PS 20) 2.3. Beam and Headers: Hem fir (HF) tt2 or better (ASTM D 1990, DOC PS 20) 2.4, Sill Plates: Preservative -treated wood 3. Structural composite lumber and engineered wood (2018 NDS 81.1) 3.1. Laminated5trandlumber3,1.2Ex=155E 3.2. Prefabricated wood l - Joist 2018 KIDS 9.1.3) 3.3. Microllam LVLEx=2.0 4. Wood Structural panels 4.1. Roof floor and sheathing: Oriented Strand Board (OSB)(DOC P51,2) 42. Sheathing shall be manufactured with exterior glue and not less than 4x8 feet, except at boundaries and at changes in framing. 43. Wall Sheathing 4.3.1, Oriented Strand Board (058) (DOC PS 1,2) 4.3.2. All panel joints in wall shall occur over studs or blocking using 81) nails spaced a minimum of 6 inches at panel edges and 12 inches at Intermediate framing. StuGger sheathing joints. 5. Joist hanger, column caps, column bases framing hardware: 5.1. Acceptable manufactures Simpson Strong Tie 5956 W.Las Po9tas Blvd. Pleasanton, CA 94588 (800) 925-501 of rmi ttewww.ztrong[ie.com 5.2. SubstiWood connections ons permitted. 5.3. Wood connectors on pressure treated lumber are to be corrosion resistant stainless steel or hot tllp galvanized hardware. 6. Adhesive: 6.1. Lend nails heavy duty construction adhesive(In-903/lnp-903) 6.2. Specification ASTM c-557 6.3. Substitutions: permitted. Structural Steel: 1. Structural Steel shall be detailed, fabricated and erected in accordance with 2016 AISC Specification for Structural Steel Buildings, and "Code of Standard Practices' 2016. Special inspections shall be performed per IBC 1704.2 in accordance with AISC 360 and AWS DIT 1A. 2. Structural Steel shall be confirmed to the following grades: 2.1. W -&WT- Shapes'. ASTMA992 2.2, Plates&Angles'. A36 2.3. HSS:ASTMA500mB 2.4. Steel Plpe: A5TM A53 gr B 3. All bolts shall conform to the ASTM A325 except anchor bolts which shall conform to ASTM A307. Bolt Size shall be si unless noted otherwise on the drawings. 4. All welding shall be by a certified welder in accordance with ACIS and AWS specifications and recommendation. Prefabricated Metal Plate Wood Trusses Truss: 1. Prefabricated metal wood trusses shall be designed in accordance with 2018 IRC Section R802.10 and shall conform to the structural specifications and design criteria. 2. The truss designer shell provide a truss package that includes the following items: 2.1. Design drawings of each individual truss (2018IRC RSW.IQ2) 22. Truss placement diagram for the project (2018IRC R8021D2) 2.3. Truss member permanent bracing specifications (2018IRC R802.10.3) 3. Transfer of loads and anchorage of each truss to the supporting structure shall be approved by the registered design professional in reasonable charge (2018 IRC RW2, 10.1) 4. Truss members and components shall not be cut, notched, drilled, spliced or otherwise altered in any way without the written concurrence and approval of the registered design professional in responsible charge. Alteration resulting in the addition of loads to any member shall not be permitted without the verification that the tress is capable of supporting additional loads (2018 IRC R802ID.4) Structural Obaer mHkpm : IS. 1. The owner shall employ a registered design professional to perform structural observations as defined in 2018 IBC 1704.6 for those structures where one or more of the conditions stated in 2018 IBC 1704 6A through 17046.3 exist. Prior to the commencement of observations, the structural observer shall submit to the building official a written statement unedifying the frequency and extent of the structural observations. At the conclusion of the work included in the permit, the structural observer shall submit to the building official a written statement that the site visits have been made and identify any reported deficiencies that,to the best of the structural observer's knowledge, have not been O resolved (2018IBC 1704.6) w x m m a POST BELOW ❑ POST ABOVE F1 BLOCKING m CONTINUOUS MEMBER ABBREVIATIONS L = STEEL ANGLE 0 = DIAMETER ARCH. = ARCHITECT BILK . -BLOCKING B.O.F. = BOTTOM OF FOUNDATION CANT. = CANTILEVER CJ = CEILING JOIST CLG. = CEILING COL. = COLUMN CONC. = CONCRETE CONT. = CONTINUOUS (E) = EXISTING EA. =EACH EF = EACH FACE ELEV. a ELEVATION EOR = ENGINEER OF RECORD EW =EACH WAV EXT. = EXTERIOR F.F. = FINISHED FLOOR FON. = FOUNDATION FJ = FLOOR JOIST FUR. = FLOOR FTG. = FOOTING GYP. = GYPSUM INT.=INTERIOR JST.=JOIST MAX. = MAXIMUM MFG= MANUFACTURER MIN. = MINIMUM (N) = NEW o.c. = ON CENTER O.H. = OVERHANG P.T. = PRESSURE -TREATED PL. = PLATE REF. = REFERENCE, REFER TO SIM. = SIMILAR STRUCT.=STRUCTURAL T.O.F. = TOP OF FOOTING T.O.S. = TOP OF SLAB T.O.W. = TOP OF WALL TYP. = TYPICAL V.I.F. = VERIFY IN FIELD wl = WITH U.O.N. = UNLESS OTHERWISE NOT MULTIPLE -MEMBER CONNECTIONS FOR SIDE -LOADED BEAMS ® Uniform Load -Maximum Uniform Load Applied to Either Outside Member (PLF) (1) Nailed connection wiues may be doubled for 6' on-cemer or model for a- on -center nail spacing. (2) Washers mpuced. Wit holes In be Mi minimum. 3 24' on -center bolted or xrewed connection vabes may be doubled for 12'onsemer spacing. (4) When loading the head side of a Sial acres, assemblies B, D, and F can be increased by 30%. (5) Far beams up to 14' deep, maximum. I7 Y 6 Assembly Fis not recommended forimber$irenM LSL or laollam•PSL Uniform Load Design Example First check allowable load tables ondes 16-33 to vert P8 Ty thatthree If pieces ddeanca 1Bena. Maximum le If with P cry P proper live Idememberiis 15Pit.Maximum load applied to either outside member is 415PitFor an a0.129' 1 of three IYi' lies (Assembly B two roads of 10d 0.128'x3' nails P 1 Y I, at12'ac.center is and for 260 If. Thereforeuse three 8 Y P cows of led 0.128'x3" nails at l2'o.c add fa 415 If. I ) 18 PI Alt•rnatiya: Two rows of 4Y A307 bogs or 344' LGP WS screws at 19.2' on -center. MULTIPLE -MEMBER CONNECTIONS FOR TOP -LOADED BEAMS When Insisters are required on both sides, scandal lasteners on the second side so May fall hai&ay between fasteners 01 the first side. Load must be applied eventy across entire beam width. Otherwise, use connections forside-lwdedbeams 0 Nub7ple pieces can be nailed or bolted together to farm a header or beam of the required size, up to amasimum width of7" Fastener Installation Requirements Piece Number Fastener Member Width of Plies Fastener Pattern O.C. Spacing Location Assembly Assembly Assembly Assembly 12' Assembly Ass•IblyF 2m 2 24' with ground 10d nails 3- 30 LL Both sides 12d-lM nags into 2m L 3 Sc x 3W or 314' 2 r Bob sides 5" One side Slabs, jcims, and T T 10d failed) 3" 3reOnside4 12 L 120-16d nailsul 3%• 2m or In contact wire ground 1 T Screws 5'a6" 2 24' 2'P 6N' Oneside 315" 2 2 5'a 61 2 Number Fastener On -Center r� j_ 1%" I< LB4' L--4 iii" 3rh" ,J �' 1N" 31/x' IN'' %'botfin r 1 '4 I- 7 344" 1N' Fastener Type Location of Rows Spacing 3WWkI 5N'wide,3-ply 5%'wide,2-ply 7" wide, 3 -ply 7' wide, 2 -ply 7"feldho - I 10tl 10.128' a 3'720) Wail") As sAown 12" 12" 370 280 280 245 1 415 415 370 3 555 IS" A3117 Through BoltRxn - 2 24" 505 1 380 520 465860 340 580 1,015 125 695 1,290 505 18.2' 635 475 655 570 785 IB" 760 Scrowbangth Be 3%" 335' 315' 680 510 510 9%' 6" 455 1.360 555 24" fill Sid As shown 2 850 640 640 565 1,700 695 16" 1,020 765 765 680 1 2,040 835 24" 485 1 365 365 325 1 3250 19.2' 610 USPWSM Asshown 2 455 455 405 4050 18" 730 545 545 485 4850 Scowbngthgo, 7391111111111 IIIIIIIIEVwx Ilse side TrussLOK-EWP'"nr only 2 24" 580 450 435 415 620 415 18'2' 725 565 545 515 775 515 620 1 930 62D 16" 870 675 655 SSW22uxn One side only 24" 800 450 600 400 800 400 500 1,000 500 600 1,200 600 9.20 1" 1000 565 750 162 1,200 675 900 (1) Nailed connection wiues may be doubled for 6' on-cemer or model for a- on -center nail spacing. (2) Washers mpuced. Wit holes In be Mi minimum. 3 24' on -center bolted or xrewed connection vabes may be doubled for 12'onsemer spacing. (4) When loading the head side of a Sial acres, assemblies B, D, and F can be increased by 30%. (5) Far beams up to 14' deep, maximum. I7 Y 6 Assembly Fis not recommended forimber$irenM LSL or laollam•PSL Uniform Load Design Example First check allowable load tables ondes 16-33 to vert P8 Ty thatthree If pieces ddeanca 1Bena. Maximum le If with P cry P proper live Idememberiis 15Pit.Maximum load applied to either outside member is 415PitFor an a0.129' 1 of three IYi' lies (Assembly B two roads of 10d 0.128'x3' nails P 1 Y I, at12'ac.center is and for 260 If. Thereforeuse three 8 Y P cows of led 0.128'x3" nails at l2'o.c add fa 415 If. I ) 18 PI Alt•rnatiya: Two rows of 4Y A307 bogs or 344' LGP WS screws at 19.2' on -center. MULTIPLE -MEMBER CONNECTIONS FOR TOP -LOADED BEAMS When Insisters are required on both sides, scandal lasteners on the second side so May fall hai&ay between fasteners 01 the first side. Load must be applied eventy across entire beam width. Otherwise, use connections forside-lwdedbeams 0 Nub7ple pieces can be nailed or bolted together to farm a header or beam of the required size, up to amasimum width of7" Fastener Installation Requirements Piece Number Fastener Member Width of Plies Typet'l Nimberngtb #Rows O.C. Spacing Location cover. in. 2 led nails 3' 12di nails 3%' Screws 3W or 3%' Be 12' One side 2m 2 24' with ground 10d nails 3- 30 l2' Both sides 12d-lM nags into 2m 134" 3 Sc x 3W or 314' 2 24' Bob sides 5" One side Slabs, jcims, and No. 14 add No. 18 bars 10d failed) 3" 3reOnside4 12 Iyer ply) 120-16d nailsul 3%• 2m or In contact wire ground 868 Screws 5'a6" 2 24' Both sides 6N' Oneside 315" 2 Screxs 5'a 61 2 24' Bolh sides g%• one side %'botfin i 8' 1 2 1 24' (0 Its nails am 0128• diarrow, 12d -I61 nails are 0.148'-0162• cannel suews are SOS, WPM TruS1Lm1-CWP^ (2) M additional may of nails is required with depths of 14' or greater. (3) WM1en connecting 4 -pot members, nail each ply to the other and show nail mars by 2- ham mors in the ply beim. ACI 318-14 Table 20.6.1.3.1 -Specs en concrete now for casMn-place nm-pmssed francMe members Concrete exposure Member Reinforcement Simplified (L Natabl ill®560 file 50r cover. in. Cast smalnst and Web sltgm0! back sb permanently in contact All All 3 with ground Web Stiffener Requirements No, 6 and layer 2 Exposed ke weather or Type euenOW pill bar. W31 or D31 wire, and 1-112 in contact wi61 ground All 111 smeller Slabs, jcims, and No. 14 add No. 18 bars 1-112 No. 11 bar and smaller 314 Not exposed to weather walls Beams, ml Primary reinforcement, or In contact wire ground 868 pedestals,, and and thusspirals, and hoops 1 1n (N PSI a M sbaaMAW, here gone meal lenslon flee Web Stiffener Attachment bap: L / 41' minimum 2K'madmum (L Natabl ill®560 file 50r Sa table bi N w N Web sltgm0! back sb See einesesbeim \Tight fit © Web Stiffener Requirements Nin. Web Xellin Repair emenN Type euenOW TOO Sullener Size 111 i5'x2Ni'43� Btl (0.113'x2%'1 3 310 %'v2%i 1'1 P71. 188 %'v2Mi 1u 868 21 (N PSI a M sbaaMAW, here gone meal (2) Com(rurbengodeorbetmr NOTES: • ALL DETAILS WITH WEB STIFFENERS NOTED SHALL BE INSTALLED PER THIS TABLE 203810.[ -Wall Construction Table R602.311) Typical Fastening Schedule ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION Roof Blocking between ceiling joists or rakers to top 3 -ed common 121/2"x0.131"); or 1 plate 3-3" x 0.131" nails Toenail 3 -ed common (21/2" x 0.131"); or 2 Ceiling joists to top plate Perjoisq toe nail 3-3" x0.131" nails Ceiling joist not attached to III rafter, laps 3-Ibd common (31/2"x0.162"); or 3 over partitions 4-3"x0.131"nails Face nail 4 Ceilingjoist attached to prallel raker (heel Table 0.802.5.1(9) Face nail join[) Collar tie to raker, face nail or 11/4" % 20 ga. 3-I0d common (3" x 0.148"); or 6 ridge strap to rafter 4-3"x0.131"nails Face nail each raker 6 Rafter or roof truss to plate 3-I0d common nails(3" x 01 or 2 toe nails on one side and 1 ice nail on 4-3" x 0.131" nails opposite side of each raker or truss 3-1ed common (31/2" x 0.148"); or Toe nail 7 Roof rakers to ridge, valley or hip afters or 43" x 0.131" nails roof rafter to minimum 2" ridge beam 2-16d common (31/2" x 0.162"); or End nail 3-3" z 0.131" nails Wall 16d common (31/2"x0.162") 24"o.c. face nail e Stud to stud (not at braced wall panels) 3" x 0.131" nails 16" oi face nail Stud to stud and abutting studs at intersecting 3" x 0.131" nails 12" o.c. face nail 9 wall corners tat braced wall panels) 16d common (31/2" z 0.162") 16" o.c. face nail 10 Buil[-up header (2v to 2" header with 1/2" 16d common (31/2"x0.162") 16" o.c. each edge face nail spacer) 11 Continuous header to stud 48d common (21/2"x0.131") Toenail 12 Top plate to top plate 16d common (31/2" z 0.162") 16" o.c. face nail 3" x 0.131" nails 12" o.c. face nail Face nail on each side of end joint Double top plate splice for SDGS A -D2 with 8-I6d common (31/2"x0.162"); or J 13 minimum 24"la slice length to side of seismic braced wall line spacing <25' 12-3" x 0.131" nails ( p p end joint) 14 Bottom late 16d common (3 1/ 2" x 0.162"1 16" o.c. face nail joist,'' P torimjoist, bandjoist or blocking no[a[braced wall stets ( panels) 3" x 0.131" nails 12" o.c. face nail IS Bottom plate to joist, rim joist, band joist or 2-I6d common (31/2"x0.162"); or teach 16" act. face nail blocking (at braced wall panels) 4-3110.131" nails 4 each 16" oi face nail 4 -ed common (21/2"x0.131"); or Toenail lfi Top or bottom plate to stud 4-3" x 0.131" nails 2-16d common (3 1/2" x 0.162"); or End nail 3-3" x 0.131" nails 17 Top plates, laps at corners and intersections 2-16d common (31/2" x 0.162"); or Face nail 3-3" or 0.131" nails Floor 21 Joist to sill, to plate or girder 3 -ed common (21/2"x0.131"); or Toenail 3-3" x 0.131" nails Rim joist, band joist or blocking to sill or top 8d common (21/2" x 0.131"); or 22 plate (roof applications also) 3" x 0.131" nails 6" o.c. toe nail 31 common (3 1/2" x 0.162") 26 Band or rim joist to joist 43" x 0.131" nails; or End nail 43" x 14 ga. staples, 7/16" crown 20d common (4"x0.192"); or Nail each layer as follows: 32"cap. at top and bottom and staggered. Built-up girders and beams, 2 -inch lumber 3" x 0.131" nails 24" o.c. face nail at top and bottom 27 layers staggered on opposite sides AND: 2-20d common (4" x 0.192"); or Face nail at ends and at each splice 3-3" x 0.131" nails 28 Ledger strip supporting joists or rakers 3-16d common (31/2"x0.162"); or At each joist or rafter, face nail 4-3" x 0.131" nails 29 Bridging to joist 2-1ed (3" x 0.126") Each end, toe nail SPACING OF FASTENERS ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER Irttermediate Edges (inches) supports Ditches) Wood structural panels, subfloor, roof and infector wall sheathing to framing and particleboard wall sheathing to framing see Table 8602.33 for wood structural stet exterior wall sheathing to wall iramin I 1 1 P exterior gl 30 3/8"-1/2" 6d common (2'x0.113") nail (subfloop wall) 8d common (2 1/2" x 0.131") nail (roof) 6 12 31 19/32"-1" 8d common nail (21/2"x0.131") 6 12 32 11/8" -11/4" SOd common (3" x 0.148") nail; or 6 12 8tl (21/2" x 0.131") deformed nail Other wall sheathing 11/2" galvanized roofing nail; staple 35 1/2" gypsum sheathing galvanized, 7 7 11/2" long; 1 1/4" screws, Type W or 5 13/4" galvanized roofing nail; staple 36 5/8" gypsum sheathing galvanized, 7 7 15/8" long; 15/8" screws, Type W or 5 Wood structural panels, combination suMloor underlaymem to framing 37 3/4" and less 8d common 121/2" 20.131") nail 6 12 38 7/8"-1" ed common 121/2"x0.131")nail 6 12 39 11/811- 11/1 led common (3" x 0.148") Ibd (0.135':3%'1 3 NOTES: • ALL DETAILS WITH WEB STIFFENERS NOTED SHALL BE INSTALLED PER THIS TABLE 203810.[ -Wall Construction Table R602.311) Typical Fastening Schedule ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION Roof Blocking between ceiling joists or rakers to top 3 -ed common 121/2"x0.131"); or 1 plate 3-3" x 0.131" nails Toenail 3 -ed common (21/2" x 0.131"); or 2 Ceiling joists to top plate Perjoisq toe nail 3-3" x0.131" nails Ceiling joist not attached to III rafter, laps 3-Ibd common (31/2"x0.162"); or 3 over partitions 4-3"x0.131"nails Face nail 4 Ceilingjoist attached to prallel raker (heel Table 0.802.5.1(9) Face nail join[) Collar tie to raker, face nail or 11/4" % 20 ga. 3-I0d common (3" x 0.148"); or 6 ridge strap to rafter 4-3"x0.131"nails Face nail each raker 6 Rafter or roof truss to plate 3-I0d common nails(3" x 01 or 2 toe nails on one side and 1 ice nail on 4-3" x 0.131" nails opposite side of each raker or truss 3-1ed common (31/2" x 0.148"); or Toe nail 7 Roof rakers to ridge, valley or hip afters or 43" x 0.131" nails roof rafter to minimum 2" ridge beam 2-16d common (31/2" x 0.162"); or End nail 3-3" z 0.131" nails Wall 16d common (31/2"x0.162") 24"o.c. face nail e Stud to stud (not at braced wall panels) 3" x 0.131" nails 16" oi face nail Stud to stud and abutting studs at intersecting 3" x 0.131" nails 12" o.c. face nail 9 wall corners tat braced wall panels) 16d common (31/2" z 0.162") 16" o.c. face nail 10 Buil[-up header (2v to 2" header with 1/2" 16d common (31/2"x0.162") 16" o.c. each edge face nail spacer) 11 Continuous header to stud 48d common (21/2"x0.131") Toenail 12 Top plate to top plate 16d common (31/2" z 0.162") 16" o.c. face nail 3" x 0.131" nails 12" o.c. face nail Face nail on each side of end joint Double top plate splice for SDGS A -D2 with 8-I6d common (31/2"x0.162"); or J 13 minimum 24"la slice length to side of seismic braced wall line spacing <25' 12-3" x 0.131" nails ( p p end joint) 14 Bottom late 16d common (3 1/ 2" x 0.162"1 16" o.c. face nail joist,'' P torimjoist, bandjoist or blocking no[a[braced wall stets ( panels) 3" x 0.131" nails 12" o.c. face nail IS Bottom plate to joist, rim joist, band joist or 2-I6d common (31/2"x0.162"); or teach 16" act. face nail blocking (at braced wall panels) 4-3110.131" nails 4 each 16" oi face nail 4 -ed common (21/2"x0.131"); or Toenail lfi Top or bottom plate to stud 4-3" x 0.131" nails 2-16d common (3 1/2" x 0.162"); or End nail 3-3" x 0.131" nails 17 Top plates, laps at corners and intersections 2-16d common (31/2" x 0.162"); or Face nail 3-3" or 0.131" nails Floor 21 Joist to sill, to plate or girder 3 -ed common (21/2"x0.131"); or Toenail 3-3" x 0.131" nails Rim joist, band joist or blocking to sill or top 8d common (21/2" x 0.131"); or 22 plate (roof applications also) 3" x 0.131" nails 6" o.c. toe nail 31 common (3 1/2" x 0.162") 26 Band or rim joist to joist 43" x 0.131" nails; or End nail 43" x 14 ga. staples, 7/16" crown 20d common (4"x0.192"); or Nail each layer as follows: 32"cap. at top and bottom and staggered. Built-up girders and beams, 2 -inch lumber 3" x 0.131" nails 24" o.c. face nail at top and bottom 27 layers staggered on opposite sides AND: 2-20d common (4" x 0.192"); or Face nail at ends and at each splice 3-3" x 0.131" nails 28 Ledger strip supporting joists or rakers 3-16d common (31/2"x0.162"); or At each joist or rafter, face nail 4-3" x 0.131" nails 29 Bridging to joist 2-1ed (3" x 0.126") Each end, toe nail SPACING OF FASTENERS ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER Irttermediate Edges (inches) supports Ditches) Wood structural panels, subfloor, roof and infector wall sheathing to framing and particleboard wall sheathing to framing see Table 8602.33 for wood structural stet exterior wall sheathing to wall iramin I 1 1 P exterior gl 30 3/8"-1/2" 6d common (2'x0.113") nail (subfloop wall) 8d common (2 1/2" x 0.131") nail (roof) 6 12 31 19/32"-1" 8d common nail (21/2"x0.131") 6 12 32 11/8" -11/4" SOd common (3" x 0.148") nail; or 6 12 8tl (21/2" x 0.131") deformed nail Other wall sheathing 11/2" galvanized roofing nail; staple 35 1/2" gypsum sheathing galvanized, 7 7 11/2" long; 1 1/4" screws, Type W or 5 13/4" galvanized roofing nail; staple 36 5/8" gypsum sheathing galvanized, 7 7 15/8" long; 15/8" screws, Type W or 5 Wood structural panels, combination suMloor underlaymem to framing 37 3/4" and less 8d common 121/2" 20.131") nail 6 12 38 7/8"-1" ed common 121/2"x0.131")nail 6 12 39 11/811- 11/1 led common (3" x 0.148") SHEAR WALL KEY: KEY PLYWOOD EDGES FIELD NOTES 1 %s OSB 8d@6"o.c. Bit @12"o.c. 2 %s OSB 8d @ 8" o.c. 8d Cr0 8" o.c. BLK. ALL EDGES 3 %s OSB 8d @ 3" o.c. 8d Cr0 3" o.c. BLK. ALL EDGES 4 J;" GYPSUM 1Y." TYPE W OR S Q 7" o.c. 1y" TYPE W OR S Q 7" o.c. BLK. ALL EDGES 5 %"GYPSUM TYPE 1Y."TYPE WORS Q7"o.c. 1y"TYPE WORS Q7"o.c. nail 6 12 SHEAR WALL KEY: KEY PLYWOOD EDGES FIELD NOTES 1 %s OSB 8d@6"o.c. Bit @12"o.c. 2 %s OSB 8d @ 8" o.c. 8d Cr0 8" o.c. BLK. ALL EDGES 3 %s OSB 8d @ 3" o.c. 8d Cr0 3" o.c. BLK. ALL EDGES 4 J;" GYPSUM 1Y." TYPE W OR S Q 7" o.c. 1y" TYPE W OR S Q 7" o.c. BLK. ALL EDGES 5 %"GYPSUM TYPE 1Y."TYPE WORS Q7"o.c. 1y"TYPE NOTES: • ALL EXTERIOR SURFACES, EVEN THOSE ABOVE AND BELOW OPENINGS, ARE TO BE CONTINUOUSLY SHEATHED WITH A MINIMUM OF SHEAR SCHEDULE 1 UNLESS OTHERWISE NOTED ON THE PLANS. • ALL NAILS REFERENCED IN THESE DESIGN DRAWINGS ARE TO BE COMMON WIRE NAILS UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. • THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FASTENING OF ALL BUILDING ELEMENTS PER TABLE 0.602.3(1). THESE TYPICAL FASTENING REQUIREMENTS WILL BE OMITTED FROM THE DRAWING FOR CLARITY. w 00 2 LID �w Z f ? W n u -G�oY NeJOW yQWUmZ w;oojIN 5 111111 v ,0-1 2: pg;jrO Woy T� oma � JOB NO. pD0(�rE• 202'1-9953 �N C'��;Y3bn SHEET SB2D6 } S0.1 .F OF iE 101 WORS Q7"o.c. NOTES: • ALL EXTERIOR SURFACES, EVEN THOSE ABOVE AND BELOW OPENINGS, ARE TO BE CONTINUOUSLY SHEATHED WITH A MINIMUM OF SHEAR SCHEDULE 1 UNLESS OTHERWISE NOTED ON THE PLANS. • ALL NAILS REFERENCED IN THESE DESIGN DRAWINGS ARE TO BE COMMON WIRE NAILS UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. • THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FASTENING OF ALL BUILDING ELEMENTS PER TABLE 0.602.3(1). THESE TYPICAL FASTENING REQUIREMENTS WILL BE OMITTED FROM THE DRAWING FOR CLARITY. w 00 2 LID �w Z f ? W n u -G�oY NeJOW yQWUmZ w;oojIN 5 111111 v ,0-1 2: pg;jrO Woy T� oma � JOB NO. pD0(�rE• 202'1-9953 �N C'��;Y3bn SHEET SB2D6 } S0.1 .F OF iE 101 54 OP.SECOND FLOOR FRAMING PLAN N NOTES: 1. (N)STUD WALL ERSSHLL SI -ALL BE 2ND BEA O.C.UNLESS ) TRIMMER STUD O THERWISE NOTED. 2. SALL TUD. UNLESS OTHERWISE NOTE AND BEAR ON(1)TRIMMER STUD WITH (1) ADJACENT KING STUD. UNLESS OTHERWISE NOTED BYRIENT)K. 3. EXTERICENTER ALONG PANE SHALL AND 12' O NCENTESTRAND NG ARDFIELD, , UNLESSITH OT E WISE CENTER ALONG PANEL EDGES AND 12' ON CENTER ALONG FIELD, UNLESS OTHERWISE NOTED PER THE SHEAR WALL SCHEDULE. 4. ALLSTUDPACKS SHALL BE CONTINUOUSTOFOUNDATION WITHFLOOR-TO-FLOOR WITH 10 SQUASH BLOCKING. FASTEN SHEATHING TO ALL EXTERIOR STUD PACK MEMBERS WITH IOD NAILS AT 6" ON CENTER. .00N FRAME ALL LS AROUND GREAT M PER DETAIL 4 BALLOON FRAME ALL WALLS AROUND GREAT ROOM PER DETAIL 4 O e� O SIM. 52.1 \Pl fcCi 1 SIM. S2.1 CAP SIZE DEPENDS ON FINAL TRUSS0 DIMENSIONS. VERIFY W ENGINEER AFTER TRUSS PACKAGE IS REVIEWED. y Q 6y��g0`" �i tih' S2.1 4% _,Al BALLOON FRAME ALL WALLS AROUND GREAT ROOM PER DETAIL 4 8 52.1 ROOF FRAMING PLAN NOTES 1. AL STUD WALL FRAMING SHALL BE 2x8 ®18" O.C. UNLESS OTHERWISE NOTED. 2. STUD.0 UNLESS OTHERWISE WISE x8 AND BEAR ON (1) TRIMMER STUD WITH (1)ADJACENT KING STUD. UNLESS OTHERWISE NOTED BYRIENT)K. 3. EXTERIW ON CENTER ALONG THINGPANE SHALL AND 2' O NCENTESTRAND NG ARDFIELD, , UNLESSITH NG OTE WISE CENTER ALONG PANEL EDGES AND ,YON CENTER ALONG FIELD, UNLESS OTHERWISE NOTED PER THE SHEAR WALL SCHEDULE. 4. BLL STUDG. ACKSFAST N ALL BESHEAT CONTINUOUS ALL XT FOUNDARIOR STUD WITH MEMBERS WITH IO SQUASH SH BLOCKING FASTEN SHEATHING TO ALL EXTERIOR STUD PACK MEMBERS WITH IOD NAILS AT 6" ON CENTER. acture O O SIM. 52.1 \Pl fcCi 1 'V 'P 1 I ,-site at ons and (wings. z 5 0 a I Z z � x O o. ai 'm O LLz 2 < O0W CRICKET AROUND CHIMNEY O\^^00 9 TRUSS TO TRUSS CONNECTIONS PER 0 O 0 117i%' TJI210 @ 24" o.0 52.1 �O Ip PRE -FAB TRUSS @ 24" o.c. E =1k a O z 0 0 R1 ryl \ry1� O I h a 13 52.1 x ryl �I 52.1 kk _ — OO I 9 4 O SIZE( DEPENDS TRUSS I O OI I I O J b p T N N S2.1 ON FINAL TRUSS VERIFY WI ENGINEER PACKAGE IS REVIEWED. A complete set of stamped truss manu drawings which have been verified by t structural engineer of record shall be o time of frame inspection. Uplift connect bearing points shall comply with the dr: 9 52.1 11 O4 52.1 11 O CAP 52'1 o DIMENSIONS. AFTER I M i PRE -FAB TRUSS @. 24' o.c. I 52.1 I Ip I L I I I = I I Fi ° - ° - - 8 52.1 ROOF FRAMING PLAN NOTES 1. AL STUD WALL FRAMING SHALL BE 2x8 ®18" O.C. UNLESS OTHERWISE NOTED. 2. STUD.0 UNLESS OTHERWISE WISE x8 AND BEAR ON (1) TRIMMER STUD WITH (1)ADJACENT KING STUD. UNLESS OTHERWISE NOTED BYRIENT)K. 3. EXTERIW ON CENTER ALONG THINGPANE SHALL AND 2' O NCENTESTRAND NG ARDFIELD, , UNLESSITH NG OTE WISE CENTER ALONG PANEL EDGES AND ,YON CENTER ALONG FIELD, UNLESS OTHERWISE NOTED PER THE SHEAR WALL SCHEDULE. 4. BLL STUDG. ACKSFAST N ALL BESHEAT CONTINUOUS ALL XT FOUNDARIOR STUD WITH MEMBERS WITH IO SQUASH SH BLOCKING FASTEN SHEATHING TO ALL EXTERIOR STUD PACK MEMBERS WITH IOD NAILS AT 6" ON CENTER. acture 1e ,-site at ons and (wings. z 5 0 a ry Z z � o. ai 'm ¢g LLz 2 < O0W m m 0 O �O O� W h a Q O O ZHm O0o I zu FZOi O>OW ajOZ Omf0 n< 6 W O Z 6 f ? W n u W �JOVW KWUOZ W-$DOj5 WIMZ'+OOW ZOy: Woy T� Omer ; I JOB NO. I 06 OF U420 I3�121 9 0 224 SUB -FASCIA 1 SECTION moi' OSB, T&G, GLUED AND NAILED w/10d@6"812" ELF. JST. PER PLAN ty' TJ RIM (E) 2x4 STUDS @ 18" O.C. 4 OSB w/ 8d@6'&12" H2.5T TVP.rLU24A.2x4 OUTLOOKER R6.N EDGE TO(N)BLK. %a OSBwl wl 8d@6"o.c. 8d@6'&12' (E)2X4 STUDS END GABLE TRUSS @ 16" o.c. 3Y2"SHORTER FOR 2x4 OUTLOOKERS /e- OSB w/ I 8d@6"&12" 2x TOP PLATES 2x STUDS @ 16" o.c. 6 SECTION PRE -FAB GIRDER TRUSS BOTTOM CHORD - 228 MIN DEPTH %'p OSB w/ M@6'&12" ECCOXXX-0SDS: I .jl' 626 COL. /TRUSS PACKAIE) IIIIIII� 11111111 w/TRUSS PACKAGE) 10 SECTION NOTES: • AT SIM: COL. IS (4)1% x5%2" 1.55E LSL (2) 2x6 BLK. AT JOINT OF (N) SHEATHING AND (E) SHEATHING 2x6 M-12 FRAMER SERIES STUDS @ lFo.c. (BALLOON FRAMEI (E) 2x4 P PLAT (E) RIM AN SHEATHIN Z SECTION '/6" OSB w/ 8d®6'812' (E)TOP PLATES 2x6 STUDS TO BE REMOVED @16'o.c. (E) BRICK VENEER M.1aWA14 (E) SHEATHING: FASTEN TOP EDGE TO(N)BLK. %a OSBwl wl 8d@6"o.c. 8d@6'&12' (E)2X4 STUDS 1X"TJ RIM @ 16" o.c. (E) BRICK VENEER (E)FDN %e• OSB w/ 8d@6'&12" H2.5T TYP. 2x4 OUTLOOKER SUB -FASCIA 1 A 2• SLOPED 2x6 TOP PLATES %s OSB w/ Sd@6'&12" 2x6 M-12 FRAMER SERIES STUDS @ 16" o.c. (BALLOON FRAME) Ti INSTALL TRUSS DIRECTLY OVER WALL 10d TOE NAILS @ 6" o.c. ALTERNATE SIDES 2x4 @ 16' o.c. (3)1W @ 16' o.c. FUR. JST. PER PLAN TJI BILK @ 16' o.c. OR TJI JOIST FULL LENGTH OF WALL 11 SECTION 1' =1'-0" LU24 EA OUTLOOKER 18" MIN 3 SECTION Y"GYP. 7 SECTION 2x6 STUDS @ 16" o.c. x3iz' OSB, T&G, 2x6 PLATE GLUED AND NAILED WI 10d@6'&12 - %e' OSB w/ W@6-&12" FLR. JST. PER PLAN (E) 2X4 STUDS @ 16• o.c. RAFTER PER PLAN w/ WEB FILLER AT EACH OUTLOOKER HANGER NOTES: • BALLOONFRAMESTUDS • AT SIM: STUDS ARE 2x6@ 16'o.c. • AT SIM: RAFTERS ARE PRE -FAB TRUSSES, FASTEN LU24 DIRECTLY TO TRUSS CHORD II II TRUSS FOR EAST ROOF 1X8- TJ RIM 2X82"OSB, T&G, z85TUDS GLUED AND NAILED 2x6STUDS w/1W@6'&12" ELF. JST. 2x6 PLATE PER PLAN %s OSB Bd@8'82" '&12' /1 (E) SRI '@ RIM BILK VENEER � 4'o.c. IN FIRST o. (2) JST. BAYS (E) 2x4 STUDS @ i6" o.c. 4 SECTION H2.5T EA 2X4 2x4 @ 24" o.c LU24 EA, END 1 Z SECTION 14 I I I TRUSS FOR WEST ROOF TRUSS 3Y" SHORT FOR OUTLOOKERS AT NORTH END OF ROOF TRANSITION 1-1/8' TJ RIM BLK. ENTIRE LENGTH OF WALL RAFTER PER PLAN %' OSB, T&G, GLUED AND NAILED w/10d@6"&12" ELF. JST. PER PLAN TOE NAIL RIM TO TOP FASTEN SHEATHING TO SLK. w/ 10d @ 4" o.c. 1x8" Ti RIM SLK. 1Ye'TJ RIM PLATES w/10d@4'o.c. 7/16, OSB w/ 3 WEB STIFFENERS W@6'&12' (E) BRICK EA. SIDE VENEER H2.5TEA. STUDS @ 2 16 @ i6'o.C.c. 5 SECTION -1M414 Pd1*11011 99Qj9:b9Y_R91aim OF RAFTER, CUT TO MATCH SLOPE 125TEA RAFTER TJI FLANGE MUST BEAR FULLY ON TOP PLATE AND NOT OVERHANG INTERIOR EDGE OF PLATE 2x6 TOP PLATES 2x6 M-12 FRAMER SERIES STUDS @ 16" o.c. ,'x4 BLK. FOR SOFFIT SUPPORT 8 SECTION r = r -o• GIRDER TRUSS: 2x8 MIN BOTTOM CHORD DEPTH TRUSS CONNECTION TO GIRDER TRUSS BY TRUSS MFG. OR EOR AFTER REVIEW OF TRUSS PACKAGE BA2.III 1.88X SLD18 w 2 G PRE -FAB TRUSS '/c" OSB wl � 8d@W&12' MTop 1X8' TJ RIM BLK. PLA�/e OSB w/ 2x6 STUDS 8d @ 6" & 12" @ 16" O.C. 9 SECTION %e" OSB WI W@6'&12" RAFTER PER PLAN (5)#10x2a" SCREWS 2x6 @ 24" o.c. L50 EA. CEILING JST. 13 SECTION WEB FILLER BOTH SIDES OF RAFTER NOTE: ALL ELEMENTS ON THIS SHEET ARE (N) UNLESS SPECIFICALLY NOTED AS (E) 58206 � e Q 2f0 000 F ZUI O>Ww Q>OZ 0 0 nQ W 0 O Z 6 f Z W n Q —Q woz zj OW JOVW KWUOZ W-$DOj5 2 E) -1 w J T- Wow� oy T� OmJ ; JOB NO. 2021-9953 SHEET S2.1 OF Io �3J �21 9 pg coyo �g O .y 0 Colorado Deparhnent ORhcHealth andEmironment IN ASBESTOS ABATEMENT NOTIFICATION and PERMIT APPLICATION FORM c`' b p. FEE MUST ACCOMPANY THIS FORM, INCOMPLETE APPLICATIONS WILL BE RETURNED. E)(21-066 S gbF XY HO -B iGrellmg 5FR0) 5t L} Eb na SScal ,p p 2001E him1N SF°ra SY alio tl P aMfnmmerchl&NAA5�9'�gsepk-Femny Goa > se LF q --- 100 =0105 room 110 is3F w a m sea 0 RavW S tll tl C°h Nh4 NanP blit AaaaNMls Name Bantling Name Suhm e^^r^ 711 8a0 Pxmll ChcMlriabr - C°I°to DIP ubllc Heenh vment 200' b0 L 209 ® $60 NH No P blcP NhAW 010 h 210 bad Ib^m Me 2711 [Codi b00 $300 300 PemIt d00ry Permit[Wb01'01[92 °hh0190 00 ba00 30.0 P6C5FRO PB" mAsy PSG., -K P00n^ AFGD-E gaid .3131al Crtek Dent swN Denver, CO 001art zip Wtle sdreelAadress sae: Address Puma co was 3495 Vivian Court 1 Coe 2051❑ sazo 3asDay Parma [case 100rm7 e12oo sal PacrsPRo permit P^0�aoz�awzale02711 ee Poled Supdremor CO.Cert# $55 Tdeph°ne# FaxR Ideal $e0 Ph[�1a0eft wmMu S Sablebe®tle1e. W.u9 Project Information Disposal Site CO Priged All Name set Dote End Date Pol ix$ Abatement Contractor Abatement Site Building Owner eom0any Name Bantling Name Ormer Name Earl Eny ronmental Residential Brendan Marvel streetadgess aP,oly i in the banana whey Iwk her Wye so, (ON n 111mmnp, arc Conmct 18M Jasper strest Unit E Enere Have Brendan Marval city Soon zip Wtle sdreelAadress sae: Address Puma co was 3495 Vivian Court 3495 Vivian Court relepnone# Fal env LourM1y Lp dotle Oltr SYate zl a (303) 577-8833 (303) 577-993$ WM1eatritlga Je(f0rson 80033 Wheatri e CO 80033 Poled Supdremor CO.Cert# BUIWIng COMaq Cell Phone# Tdeph°ne# FaxR Fernando Sedano 212$6 Brendan Marvel 303908-8538 30'S�B-9538 Project Personnel Project Information Disposal Site CO Priged All Name set Dote End Date Landfill Name IWA41 10/22/21 Ropodlic services rower Road LontlAll can Phone# co Pmiee Demila sun Time sveatAddr«s 700 AM PM AM are PM 8680Towar Road CO Project Designer Name Checkmedw(s)eoperatlon Su M To W Th F So Cay SYak ZipcWe ® ® Commerms Ci CO 80022 Cell Phone# CO Placed Designer # Emergency? TylandACM: texdureddryeall CDPHE Use Only YO N® Conaulang Finn Name Feglatraeon# Linear Feat/Type Scuds Fee[/Type 55801 Dmma prmYmark or �INerydate 3nW ITeMuretl 09/01/21 ,aWaOV® sen XMS Name Forth Mmoment B#1%'[23%%00 PM rLatl7® yA W Cell PM1one# CO AM.S. CeR# Pelmll# Re00M# Date I3bOW: n, ayuuy vaµi acnao aw nrwufu:U a all mount ann msposv or s,c uv Square haat of teaddred drywall tram the entire house. The abatement will take place within a containment utilizing negative pressure. Work will be completed using proper PPE, wet methods, scrapers and hand methods. The tools that will be used to remove the drywall includes hammers, scrapers, vacuums, rags, screwdrivers, manor blades, Sawzalls and brushes. Excel Environmental will pre -clean the arm am construct the comaialmem. Work will also be completed using wet methods with amended water and warted thoroughly with an Hudson Puunp. APPROVED By Trevor Strosmider at 2:08 pm, Sep 16, 2021 pP cov. �, Colorado Department of Public Health and Environment Air Pollution Control Division 1816 Single -Family Residential Dwelling Area of Public Access Opt -out Form o Wheargq d U" Uhmil ffil. t COImwvl�Re,. OtNbnoxa.W w,e HED .1 9400 G.y CMdc Due Su,Yh M61530 oma; 103NO I 30]922,3]8 Owner Name: Brendan Marvel Street Address: 3495 Vivian Court City: Wheat Ridge State: Colorado County: Jefferson Zip: 80033 Phone Number: 303506-9638 Start Date of Project: 10 Completion Date of Project: In June 2001, Colorado implemented a new law that extended the regulatory umbrella of asbestos abatement protections to single-family residential dwellings with regulations that, until recently, have only applied to public and commercial buildings. Asbestos is a known human carcinogen and is an airborne hazard. Once airborne, asbestos More can stay suspended In the air for days, weeks or even months before settling out of the air, only to become airborne again because of some minor disturbance. Moreover, asbestos fibers can easily migrate through the air and, because of their microscopic size, Ignore barriers like fences or locked doors that easily reshot people but not microscopic (berg. Since the air in buildings can move from room to mom as a result of many factors, fibers, riding the air currents, can and will migrate to other areas of a building. Uncontrolled asbestos abatement projects or renovation projects that disturb asbestos may cause latent asbestos hazards that could expose people to asbestos in the future, long after the renovation activity occurred. For example, removal of asbestos texturing without any engineering controls may allow asbestos residues to accumulate In cracks, crevices, storage cabinets, Ihi fatures, door and window frames, ventilation ducts, radiators, vents, etc. This asbestos residue may not release libers until the occupants, who, by fuming on the air -conditioner, opening a window or door, or changing out a light fixture, disturb It. The airborne asbestos fiber concentrations resulting from this disturbance may result In a significant exposure to the current and future occupants of the home, Currently In public and commemial buildings, asbestos abatement work Is regulated and monitored by the Colorado Department of Public Health and Environment. Asbestos abatement workers must be trained in asbestos abatement, cam ad by the Colorado Department of Public Health and Environment, and follow work pracgcas known to prevent or contain the release of asbestos fibers when asbestos is disturbed. Companies that perform asbestos abatement are required to use safe work mangoes, but only B the asbestos abatement removal work takes place In an area of public access. Since the scope of previous public health regulations did not include single-family residential dwellings, the Colorado Department of Public Health and Environment was unable to protect homeowners from these exposures. Wlih this new law homeowners who holds In the home they wish to renovate can now choose to be afforded the same protections as they are entitled to in a pubfic and commercial building, unless the homeowner chooses to wave this protection. To waive these protections, the homeowner must sign this form declaring that they do DJ want their home to be considered an Was of Public Access" for purposes of determining the applicability of portions of Colorado's asbestos Access" then only certification, notification and asbestos disposal requirements In Colorado's regulation are applicable. This declaration will not affect you In any other way as it only determines your home's status with respect to Calcretlo's asbestos abatement regulation. As with most regulatory protestors, there Is a monetary cost. The cast of the asbestos abatement project in your home will he greater if your home is considered an Was of Public Access" because the contractor will have to comply with stringent requirements necessary to protect public health. The project will require an abatement permit from the Colorado Department of Public Health and Environment and will thus be regulated and fall under the contractor compliance monitoring program administered by the Colorado Department of Public Health and Environment. . weave Page 1 of s.._CVXWO u ; $Y The following are the NoWbatlon and Permitting Fees for all work on single- family residential dwellings that is not at�B eyiF performed by the owner: Pursuant to Colorado law (25-7-502(i)(c), C.R.S.) I, the undersigned, hereby request that any single-family residential dwelling not he considered an area of public access, as defined In 26-7-502 C.R.S. I hereby certify that the home for which this waiver applies Is a single-family residential dwelling with the address given on page one, that I own the residential dwelling located at the above address and that it is my primary place of residence. I do not rent or lease any part of the dwalling to another person or company or use It as a business. I further attest that I have no plans to demolish, sell, or rent my ham at the conclusion of the Project I understand that any we* conducted on Ne outside of my home Is always In an area of public access and that I cannot use this opbout farm far work conducted on the outside of my house. All notification to the Division of the intent to abate asbestos containing materials above the trigger levels, whether In an area of public access or not, require a I01vorking day ending perlod prior to any work staring on the prefect The waiting period is required for the Divblon to process the notgicagon and schedule any Inspection of the pri The Division may decide, on a case-bycase basis, to waive all or part of the required waiting period. I understand that signing this Opt -out form in no way affects the Division's decision on whether or not to waiver theta working -day, waiting period. Where the homeowner has chosen to optoul, the residential dwelling evil revert to being an area of public access subject ball the prolective requirements contained In Colorado Air Quality Control Commission's Regulation No. 8, Part B: 1) at the time of the homeowners choosing; 2) when the homeowner no longer own the single-family residential dwelling; or, 3) if the dwelling ceases being the homeowner's primary residence, whichever Is had. It you wish to designate an opt -out expiration data at this time, please fill in a data In the space provided: Opt -out Expiration Date: Na You may also designate an opt -out expiration date at some point in the future by neglecting the Air Pollution Control Division at the number provided below. I have read both pages of this form and understand its content. I understand that by making this declaration, most of the protective requirements contained In Colorado Air Quality Control Commission's Regulation No. R, Part B, on asbestos will not be applicable to my dwelling and I will not be afforded all the protections provided by this regulation. By signing below, nowls ethat the above statements are true and correct 9 Homeowner: ®y// $ 301.2 Sigraa Dake /— Homeowner: General Asbestos Contractor (GAC): Excel Environmental Inc. Gi 625 GAC Phone Number with Area Cade: 303-577-8933 GAC Fax Number with Area Code: If you have any questions, please call the Air Pollution Control Division at(303)692-3100. Vomit our web site ab htt '!! hs.stete.co.uslap/asbashom.as Page 2of2 � WPM Famsrsom Nallh'allon Feabr Opl- Oul and Nonidable Permll tee rarPmledean PNableASCsala%CanWini,g bGerbls—InNutlee lM1e S66 Nd'ca Fee ProeG LM Ih Amount or Rebate being Neared p {aura In SinglaFeml Rntlenbal0.rve 1—JbE a 91 -90 tla 01 -365tla Lase Man Poeazraelora2 mature Met orthe volume equivalent$0 alta drum ale expires 80 $B Ee qer amGertl,afa Ilnasrbef ornPut square uto fern or hamequal t 20 uivalerM ofa5S0elbn tlmm, bullms0en oreyusl to 290 linear ee1w180 uarofeel orino maloom equationIXa 55 Ilan dam SBB Slee $3n0 i92n Ep0 $40o SBD) $1200 assume Men 2Ba linear foul or 1 Moore kat or Me wlome equivalent oda Unpin AMn Pursuant to Colorado law (25-7-502(i)(c), C.R.S.) I, the undersigned, hereby request that any single-family residential dwelling not he considered an area of public access, as defined In 26-7-502 C.R.S. I hereby certify that the home for which this waiver applies Is a single-family residential dwelling with the address given on page one, that I own the residential dwelling located at the above address and that it is my primary place of residence. I do not rent or lease any part of the dwalling to another person or company or use It as a business. I further attest that I have no plans to demolish, sell, or rent my ham at the conclusion of the Project I understand that any we* conducted on Ne outside of my home Is always In an area of public access and that I cannot use this opbout farm far work conducted on the outside of my house. All notification to the Division of the intent to abate asbestos containing materials above the trigger levels, whether In an area of public access or not, require a I01vorking day ending perlod prior to any work staring on the prefect The waiting period is required for the Divblon to process the notgicagon and schedule any Inspection of the pri The Division may decide, on a case-bycase basis, to waive all or part of the required waiting period. I understand that signing this Opt -out form in no way affects the Division's decision on whether or not to waiver theta working -day, waiting period. Where the homeowner has chosen to optoul, the residential dwelling evil revert to being an area of public access subject ball the prolective requirements contained In Colorado Air Quality Control Commission's Regulation No. 8, Part B: 1) at the time of the homeowners choosing; 2) when the homeowner no longer own the single-family residential dwelling; or, 3) if the dwelling ceases being the homeowner's primary residence, whichever Is had. It you wish to designate an opt -out expiration data at this time, please fill in a data In the space provided: Opt -out Expiration Date: Na You may also designate an opt -out expiration date at some point in the future by neglecting the Air Pollution Control Division at the number provided below. I have read both pages of this form and understand its content. I understand that by making this declaration, most of the protective requirements contained In Colorado Air Quality Control Commission's Regulation No. R, Part B, on asbestos will not be applicable to my dwelling and I will not be afforded all the protections provided by this regulation. By signing below, nowls ethat the above statements are true and correct 9 Homeowner: ®y// $ 301.2 Sigraa Dake /— Homeowner: General Asbestos Contractor (GAC): Excel Environmental Inc. Gi 625 GAC Phone Number with Area Cade: 303-577-8933 GAC Fax Number with Area Code: If you have any questions, please call the Air Pollution Control Division at(303)692-3100. Vomit our web site ab htt '!! hs.stete.co.uslap/asbashom.as Page 2of2 � WPM Famsrsom From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: Residential Interior Remodel Date: Friday, November 5, 20213:10:37 PM Residential Interior Remodel This application is exclusively for Residential Interior Remodels and other scopes of work which do not have a specific form already available. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 3495 Vivian Ct. Property Owner Name Brendan Marvel Property Owner Phone 303-906-9538 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email bmarvel@murryandstafford.net Address Attach City of Wheat Electronic Payment Form - Revised 5-1-20 Ridge Electronic Fillable 202005011620013849 202006081141368198 Ddf Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Applicant Name John Waffensmitb What is your role in the General Contractor project? Wheat Ridge 210253 Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contact Phone Number 720-219-3552 (enter WITH dashes, eg 303-123-4567) Contact Email Address irwaff@msn.com for Plan Review Comments Retype Contractor irwaff@msn.com Email Address DESCRIPTION OF WORK Detailed Scope of Work - In the space below (not as an attachment), Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc I, the applicant, understand my application will be rejected if I do not include a Detailed Scope of Work. Add second floor to existing foot print. 2nd floor to include 4 bedrooms and 3 baths with open area over existing living room. 1 st floor will be removing walls to create a more open area to include powder bathroom, den and laundry room. 1st floor to use existing heating system with second floor to get attic installed furnace. Lighting to be recessed can's with outlets as per code with a 200 amp upgraded service. Plumbing to include 3 bath's on 2nd floor and powder bath, kitchen and laundry on 1st floor. I have entered a detailed scope of work. Location of Work Entire 1st and second floor's Square Footage Area of Work Being Performed Asbestos Report Upload letter size documents here Construction Plans scanned on 11 "x17" or larger 2983 Asbestos Inspection Report - 3495 Vivian Ct Wheat Ridae CO Ddf Project Value (contract $237,000 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 John Waffensmith 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. Valuation Okay 1* � � i City of Wheat Ridge �� E -Res. Sewer/Waterline Repair PERMIT - 202101401 PERMIT NO: 202101401 ISSUED: 06/28/2021 JOB ADDRESS: 3495 Vivian Ct EXPIRES: 06/28/2022 JOB DESCRIPTION: Repair 10&#39; of sewer line in the front yard and install cleanouts. *** CONTACTS *** SUB (303)287-9009 BRAD WAKEHAM 130022 TRENCH RIGHT LLC OWNER (303)906-9538 MARVEL BRENDAN F *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 51800.00 FEES Total Valuation 0.00 Use Tax 121.80 Permit Fee 140.90 ** TOTAL ** 262.70 *** COMMENTS *** *** CONDITIONS *** ALL sewer repair/replacements for which a permit is issued MUST be inspected by and receive written approval from the City of Wheat Ridge BUILDING DIVISION, regardless of inspection by any Sanitation District representative. Inspection and approval of work by any Sanitation District representative DOES NOT grant authority to cover work without the approval of the Building Division. **For trenchless sewer replacements - The contractor will verify proper slope of new sewer piping in conformance with the IRC and IPC of 1/4 inch per foot unless otherwise allowed specifically by the applicable code. The plumbing contractor will provide verification of proper slope and drainage in writing as a condition of approval of the permitted work.** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge E -Res. Sewer/Waterline Repair PERMIT - 202101401 202101401 ISSUED: 06/28/2021 3495 Vivian Ct EXPIRES: 06/28/2022 Repair 10&#39; of sewer line in the front yard and install cleanouts. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 06/28/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Sewer or Water Line Repair Permit Application Date: Monday, June 28, 20212:03:04 PM Sewer or Water Line Repair Permit Application This application is exclusively for SEWER OR WATER LINE REPAIR - IN YARD 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. Right of Way permits must be applied for with the Public Works Department. Is this application for Yes sewer line or water line repair - in yard only? PROPERTY INFORMATION Is this Residential or Residential Commercial? Property Address 3495 VIVIAN CT Property Owner Name BRENDAN MARVAL Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) KI8191018I:sel—IAR Property Owner Email Field not completed. Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTRACTOR INFORMATION Contractor Business TRENCH RIGHT Name Contractor's License 130022 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-287-9009 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email OFFICE@TRENCHRIGHT.COM Address Retype Contractor OFFICE@TRENCHRIGHT.COM Email Address DESCRIPTION OF WORK Is this a sewer line or Sewer Line water line repair? Length of repair 10 Location of repair FRONT YARD (backyard, frontyard, etc) Provide additional INSTALL CLEANOUTS details including installation of clean- o uts. Project Value (contract 5800 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. 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. Person Applying for WILLIAM LOHMAN Permit Email not displaying correctly? View it in your browser. ✓r at, INSPECTII. J INSPECTION ONLINE FORM: http://www.ci.-,.Idge.co.us/inspection INSPECTION REQUEST L iNE: (303) 234-5933 Occallncy/Type Inspections will not be performed unless this L -rd is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspr,:tiorrthe following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Wall Sheathing Concrete Encased Ground (CEG) Foundation / P.E. Letter Mid -Roof Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof/ Final Window/Doors Final (:.aiding NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Ir •ued Protect This C -rd Fror^ 7 i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax Inspection Type: Job Address: Permit Number: INSPECTION NOTICE /W, -r— f—) 551 75— ISS' IO.i 14 v C i 26,/ 7 0 3 /o/ el- ? ❑ No one available for inspection: TimeC?'/// AM/PM Re -Inspection required: es No When corrections have been made, call for�re-i/nspe at 303-234-5933 Date: /`" Inspector: DO NOT REMOVE THIS NOTICE I* � I i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: A 00 Job Address: 3 V, Vlgn G� Permit Number: 20/7 O 3 9 ❑ No one available for inspectiop,:,Time 1 AM/PM Re -Inspection required: Yes �' No, r When corrections a7ve been made, 6wl'for re -inspection at 303-234-5933 Date: 7JI � / Inspector: � � I T `- DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line 1�9r (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: (Zf--) Job Address: _T �/ S V,7- IO,.r l,4W Ci Permit Number: 2,0/ 7 0 3 i i� /t 4�_Ap�l v ❑ No one available for inspection: Tim AM/PM Re -Inspection required: es No When corrections have been made, call for re-i/nspe at 303-234-5933 Date: /`" Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Q� Job Address: -3y9 V' �� �� G Permit Number: `�/ I/ i ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corre tions have been made, call for re -inspection at 303 -234 - Date: i Inspector: 1 iT DO NOT REMOVE THIS NOTICE I* � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: A a Job Address: 3 V, Permit Number: O 3 CI ❑ No one available for inspectiori -.Time ` 1�, AM/PM Re -Inspection required: Yes f' No When corrections ave been made, call `for re -inspection at 303-234-5933 Date: % i<% / / Inspector: m Tff DO NOT REMOVE THIS NOTICE A e City of Wheat Ridge Residential Roofing PERMIT - 201703943 PERMIT NO: 201703943 ISSUED: 07/13/2017 JOB ADDRESS: 3495 Vivian CT EXPIRES: 07/13/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles - 29 sq *** CONTACTS *** OWNER (303)906-9538 MARVEL BRENDAN F SUB (720)708-4126 Terry Marks 130138 Home Guard Services 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: 7,500.00 FEES Total Valuation 0.00 Use Tax 157.50 Permit Fee 172.60 ** TOTAL ** 330.10 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. 1* � A City of Wheat Ridge Residential Roofing PERMIT - 201703943 PERMIT NO: 201703943 ISSUED: 07/13/2017 JOB ADDRESS: 3495 Vivian CT EXPIRES: 07/13/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles - 29 sq I, by' my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this erm t. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be per and thatlyvork to b�performed is disclosed in this document and/or its' a9companying approved plans and specifications. Signatirof OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issua or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applica eco or any nance regulation of this jurisdiction. Approval of work is subject to field inspection. b 7��4 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett Ar)M q y 13 From: no-reply@ci.wheatridge.co.us_, Sent: Friday, June 30, 2017 9:15 AM To: Permits CommDev va Subject: Online Form Submittal: Residential Roofing Permit Application varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE 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 va the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 3495 VIVIAN CT WHEAT RIDGE CO 80033 Property Owner Name BRENDAN MARVEL Property Owner Phone 3039069538 Number Property Owner Email ROXANNET@HOMEGUARDRESTORATION.COM Address Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. 5161 rMS iI:�1►I3iI' �L Contractor Name Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number HOMEGUARD RESTORATION 130138 7207084126 Contractor Email Address ROXANNET@HOMEGUARDRESTORATION.COM Retype Contractor Email ROXANNET@HOMEGUARDRESTORATION.COM Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing 29 SQ ASPHALT SHINGLES Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 29 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? TOTAL SQUARES of all 29 roofing material for this project Provide additional detail HOUSE 4/12 PITCH here on the description of K work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 0500 value or cost of ALL materials and labor) 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. Name of Applicant Yes Yes Yes Yes ROXANNE TERMENTOZZI Email not displaying correctly? View it in your browser. 3 HOMEGUARD II'n 1. � �ujfok.;,� Jo? I RESTORATION On , -ni CUSTOMER INFORMATION N,, n,, Addre—, 3'y"9 Vi �, ,-,2 C"I", Claim No Sates Representative: N.)rfif- Phone 7.2.a-_775-41�2 Project Manager: t4 -1-1W Phone NEW ROOFING SYSTEM: SCOPE OF RESTORATION SERVICES TO BE PROVIDED STRUCTURES INCLUDED [yV,i,n 01',ela,hedGarage EJOther LOW SLOPE AREAS Mater tal IYPP Manufarture Color t, _CA F Grade UE'tirriL SERVICE AGREEMENTS Z/40—Cotor f764 ttfflu,, OAF ROOFING SYSTEMS 0 Material - blpt,me Material Ulel.nne Material - Lifetime Vo, Prorated W 7, Prorated t �,Atley Per Code P L _I " km st-11111 : VN Non Prorated .6,.-Prraled eir0rations o W.rkmansh,p 25 yrs Work Rakes, ❑ Color firtainship 5. 7yrs Workmanship yrs O�C:h coney ROOFING SYSTEMS Edge ❑Other— VC.,; Ridge Material Material wit Manufacture Standard Manufacture Standard It,t,.h I,onn & yard Work indnsh,p 5 yrs Workmanship 2 -Irs f-f4i I,iNn & ch,%e v;!l`, rT-J1jnP!!C sAef-pef L R; ut r sir perff,! Out-of-pocket upgrade costs Df., -1,.C;I.-f­r!_,js, Customer Initials ADDITIONAL AREAS OF CONSTRUCTION: SCOPE OF RESTORATION SERVICES TO BE PROVIDED All additional areas of construction will be repaired or replaced with high grade materials of like kind and quality SERVICE AGREEMENT I" F1 Pij El S ding E] Windows [:1 Interior Skyl,ght [:1 Other STANDARD NEW th�Ax,, ty- be s ock- Workmanship Repair I vf Futi Replacement Iris ---- • f i.,,..-1 1 ­ rel. -: tap Aoe;id­t­nal .i,pplerneflt; and service'; approved byCustomers insurance c ompanv and accepted by Company TERMS OF RESTORATION SERVICES TO BE PROVIDED NOT ante (1aim 1,,apprnvi,,1 N Cti-AD-f-r sin,,ufancpcnr pan, and a(,p aled by Company Ciisl7m- ,,,I ud,,iq fit terms on the leve -,e side hereof Customer's total out of pocket expenses a' plus u are not to exceed insurance deductible P upgrades or non -insurance items.' w I ITIC, I�,Jjrn,,nl isdoe upon rOMPIPit(4) or tdi. h trade Company and its authorized representatives a e NOT acting as public insurance adjusters. !;j: - i l.- •I,. :.,,ei 5 itr-truci;ow. & the iocat building cvde-, ASrto Price P 1, 1"; "'n -'Pt Tfi, In C. .1,mj Jr., tinder this Agreement, Whir h IS cublftf to any additions and/or deductions pursuant to r%f­ro of 7,,W --slir-�tecl r, q of any non mcuranfre up9rddr5 shall be $ App—note Pates 05"ist 't",l r en.. r Nt lix P-1ho, Ihi- pt-1c1,dl delivery of mater -at,, onto the rfremn-P� or the rerformanre of any labor and shalt be ,IP r a Approximate Start Date: Approximate Completion Dole: I" I o'.1 V ""add;t,ort it, the writing contained herein This contract IS Subject to company - � 'I I� ' 1 "4f ' " """ ent rev all V sept terms of this c'Ontra"ct and authorize Company to proceed. ma Pa -e Thinw-l'Remembe, document RIGHT OF CANCELLATION PURSUANT TO FEDERAL REGULATION AND COL. REV. STAT. 6.5-3-403: YOU, THE BUYER, MAY CANCEL THIS ' TRANSACTION AT TIME Pkfdk TO WIb_14IRG�Hf 6 — _ P THE THIRD BUSINESS DAYAFTERTHE DATE OF THIS TRANSACTION. SEE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. RIGHT OF CANCELLATION PURSUANT TO COL. REV. Sl. -§-6-22-104: YOU, THE BUYER, MAY CANCEL THIS AGREEMENT AT ANY TIME 1NITHIN 72 HOURS AFTER YOU HAVE BEEN N`OTIFIffDTHAT _YOUR INSURER HAS DENIED YOUR CLAIM TO PAY FOR THE GOODS AND SERVICES TO BE PROVIDED UNDER THIS AGREEMENT. SEE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. Company shall hold in trust any payment from Customer until Company has delivered the materials to your property or has performed a majority of the work on the property. INSPECTION RECORD OccupancyITVpe INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. 1 - 1 JIno t._ 1 o 9r, P7 INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR I N ITIALS COMMENTS: Footings /Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Z Fb Weatherproof / French Drain - Sewer Service Lines _ S' Water Service. Lines .INSPECTIONS FOR PLANNING S, ZONING, FIRE AND PUBLICE WORKS 'SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR - Electrical (Underground) "'NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY 7S ISSUED. FINAL INSPECTION BY THE BUILDING DI VISI ON DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. Plumbing (Underground) Heating (Underground) r UO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS.. % Sheathing - - Lath / -Wall tie O -0 VAIJ VIP I Mid Roof Electrical Service ' Rough Electric Rough Plumbing - Gas Piping. Rough Mechanical I L ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing <- Insulation Drywall Screw _ FINALS .Electrical 'Plumbing Mechanical Roof Z Fb Building Final - Fire Department R.O.W & Drainage .INSPECTIONS FOR PLANNING S, ZONING, FIRE AND PUBLICE WORKS 'SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping "'NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY 7S ISSUED. FINAL INSPECTION BY THE BUILDING DI VISI ON DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line ~JJ (303) 235-2855 Office ` (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: "(:7 Job Address/Permit Number: t. ❑ No one available for inspection: Time AM /PM Re-Inspection required: Yes (No t' When corrections have been made, If to re-i spe lfon at 303-234-5933 L Date: IlC/ 1 Inspector: c6 , , a.2~ ro, DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address: ;5°I95- v 1 ✓1,4A,- L,7-- Permit Number: 37 A kf-©e3Gf~ ~fL ~oz Sa~z'G~TiG n1 ❑ No one available for inspection: Time -7 AM/PM Re-Inspection required: es o When corrections have been made, caff for re-inspection at 303-234-5933 Date: Inspect DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division I (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ~~syRC Job Address: 34°75 V1 P-1Permit Number: 07,9C137 r~~ '-ate fi~ M6r1,, _r, Ser--vd` 4- 4'2g,,c €gf zApr.~:aP ok snJS~~~TT~ns zy C, Nr ❑ No one available for inspection: Time 5'aS AM/PM Re-Inspection required: d No *When corrections have been made, call for re-inspection at 303-2345933 Date: r~ 114497 Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE fP Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Im i, 900 F Job Address '34 ~i - V t ]12AP' a - Permit Number: O, 9.03 I ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No "When corrections have been made, call to a-in p ction at 303-234-5933 Date: 1 Inspector: DO NOT REMOVE THIS NOTICE 1 City of Wheat Ridge Residential Roofing PERMIT - 092037 ?ERMIT NO: 092037 ISSUED: 09/04/2009 fOB ADDRESS: 3495 VIVIAN CT EXPIRES: 03/03/2010 )ESCRIPTION:. Reroof 29..3 sqs CONTACTS r 303/233-9292 Robert Brown 303/289-3500 Dave Lytle, Roy Aust 01-7202 Stahl Roofing Inc. PARCEL INFO ZONE CODE : UA USE : UA SUBDIVISION: 0695 BLOCK/LOT#: 0/ * FEE SUMMARY ESTIMATED PROJECT VALUATION: 4,699.78 FEES Permit Fee 144.70 ! ,a Total Valuation 00 a C r)C~ Use Tax 84 . 60 **TOTAL 229.30 nditions: nail installation & mid-roof inspection required. Board sheathing spaced more an a 1/2 of an inch apart requires plywood overlay on entire roof. Ice and. ter shield required from eave edge tot' inside exterior walls. bj ect t fi ld.. inspecti hereby rtify at the set ck distances proposed by this permit application are accurate, and do not violate applicable dinanc ,rules or regula ons of the ~{F`.icy of Wheat Ridge or covenants, easements or restrictions of record; that all asur nts sho , and al egation mad4 are accurate; that I have read and agree to abide by all conditions printed. on this pli ion and tI a ume f as onsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other 'c ble Whea R dge 0 dina e , fo work under this permit.. Plans subject to field inspection. Srgnatur x ontractor owner date This permit was issued in. accordance with the provisions set forth in your application and is subject to the laws of the. State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections. and shall receive written approval on inspection card before proceeding with successive phases of the job. The issuance. of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance,. law, rule or regulation. All plan review is subject to field inspections. ignature o£ ° ilding Official. date NSPECT19 REQUEST LINE: .(303)234-5933 BUILDING OFFICE: (303)235-2855 .EQUESTS'MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION. THE FOLLOWING BUSINESS DAY. DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 09'~ej?~- BUILDING INSPECTION DIVISION - 235-2855 I CITY OF WHEAT RIDGE Date : ~''(1 b 7500 WEST 29TH AVENUE Q! WHEAT RIDGE CO 80215 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances opose yy this permit application are accurate, and do not violate applicable ordinances ru s or egulai~ions of the City of Wheat Ridge or covenants, easements or restrictions of co d; at all measurements shown, and allegations made are accurate;. that I have read an air a abide b€ all nditions printed on this application, and that I as ume full resp nsrbi 1 for comp) an with the Wheat Ridge Building Code (U.B.C.) and all. othe plicable~ he idgppe o 'n n ofwork under this 9ermit (OWNER)(CONTRACTOR)SIG - /I nATF4 119q P,4 14.5// 2 Property Owner Obe1'T 13r-own Property Address : 34C[5 Vi V iCA.I'1 Phone :303- 2,33-8292 Contractor License No.: t-12, 02 -En Company; ~~Ci1rl ROC7+ ty7, I,, G Phone;,-5o':j, 2$G 3500 Description : „ yy 1 ear ow' t-odeC,sr~s~a1~ ~xyse ~n~~,~~ roo~+a2q rno~ea-~al~ 3Oy>; iii NG ZbfiTn~Co~irtie'HTfi?I Approval : Zoning ( BP1llfiiYf~EE3Fr3F1i'~fifs~°II. Approval: - Fidhll'CE1NblZ5 - ----f-t_-- a Approval. Occupancy : Walls : Roof Electrical License No : Plumbing License No : Company: Company: oL I USE ONLY Construction Value : q 0 C( . 148 Permit Fee : Use Tax : Total: $0.00. SIC: Sq. Ft. : Stories : Residential Units Mechanical License No : Company: Expiration Date : Expiration Date : Expiration Date Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions set forth inyopur application and Is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City(2) This permit shall expire if (A) the work authorized is. not commenced within sixty (60) days from Issue date or (B) the building authorized is suspended or abandoned for a period of 120 days.. : (3) If this. permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. - (4) No work of any manner shall be done that will change the natural flow of water musing a drainage problem. (6) Contractor shall notify successive Building Insppeector twenty-four (24) hours in advance for all inspections and shall receive written approval on Inspection card before Croceediing with successi ve phases pfthe 1'ob. (6) The. issuance of a permit or the approval of drewings and specifications shall not be construed to be a permit for. nor an approval of. any violation of the provisions of the building codes or any other ordinance. law, rule or regulation. - 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 LEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 8734 4/6/99 Property Owner: Property Address : 3495 VIVIAN CT Contractor License No. : 17835 Phone : 233-9292 Company : Blue Sky Plumbing Phone : 421 2161 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) Construction Value : $475.00 Permit Fee : $23.50 Plan Review Fee : $0.00 Use Tax : $7.13 Total: $30.63 Use: Description : 40 gal water heater BUILDING DEPARTMENT USE ONLY ~~~OPIM'""M~ SIC : Sq. Ft. : Approval : Zoning : "~hIto~tk~11F~ 11M Approval : F~[~~:r . ,.~~r~►~e~~l!~ Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval : Mechanical License No : Company : Expiration Date : Approval : (1) This permit was issued in accordance with the provisions set forth in yopur application antl is subject to the laws of the State of Colorado and to the Zoning Regulations antl Building Code o! VJheat Ritlge, Colorado or any other applicable ordinances of the City (2) This permit shall expire if (A) Ihe work auMOnzetl is not commencetl wi[hin sixty (60) tlays from issue tlate or (8) ihe builtling authorized is suspended or abandoned tor a period of 120 days. (3) If this permit expires, a new permit may be acquiretl for a fee of one-half the amount normally requiretl, pmvitletl no changes have been or will be made in the original plans and specifications 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 pertnit (4) No work of any manner shall be tlone that will change the naWrel flow of water wusing a drainage problem. (5) Contractor shall notiy the Building InsPector iwenry-four (24) hours in atlvance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of ihe job. (6) The issuance of a permit or the approval of drawings and speciFications shall not be wnstrued to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ortlinance, law, rule or regulation. ~iief ul~il i Inspector DEPARTMENT OF PLANNING ANp DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 -Z- CITY OF WHEAT RIDGE - Date :44 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 PropeRy Owner:~~a~p ~d~C VJ Z z.. Property Address Phone : a 3 3'~ ConVactor License No. : ~`j ~y 3 S Company Phone : A2\-2V5 l OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby ceAify that the setbadc distances proposed by Nis pertnk applipGon are accurate, ~ and do not violate applieable ordinanees, ruks or tegulations ot the Cily of Wheat Ridge or covenants, easements or reslrictions of record; that all measurements shown, and allegations made are accurate: that 1 have read and ayree to abide by all conditions printed on this application, and that I assume full responsi6il'Ry for wmpliance with the Wheat Ridge Buiiding Code (U.B.C.) and all olher appliwble Whe~t F2idgg, ordinances.f~r work under Nis pertnit. (OWNER)(CONTRACTOR) Description : 'A o G e-\ Use: ctidn Value : , 6b Permit Fee : S O Use Tax : r( ~ \-5 Total: 30.63 $0.00 - BUILDING DEPARTMENT USE ONLY SIC Approvai: Zoning : Approval : eQlS1C~bkME~~ Approval: Occupancy : Walls Electrical License No : Company : Expiration Date : Approval: Roof : Stories Plumbing License No : Company : Expiration Date : Approval: Sq. Ft : Residential Units : Mechanical License No : Company: Expia5on Date : Approvai: (t) TTiis pertrrit was luued in aaa0ance vrith the piovisions set IoM in yopur apd~mtion antl Is subjeC lo the Wrs of the Slale of CobraEO arM W the 2onirp Regulations arW BuilEiny Cade ol Wheat RiEge, Cdorado a any otner appinEle ortfifuntes o( Ne City. (2) Thia pertnit shall espire d(A) Ne work auNOr¢e0 ts nol commenced wiNin sizty (60) Eays hom luue tlale w(B) IM buiWlnp auUwrized is suspenEed w aCaMOned tu a penoE ol 120 tlays. . (3) II ihis pemdl ezpires, a new pertnM1 may be acquired lor a lee o1 oM-Iwtl Me amount nomialy rcquired, qovidM no Wnpes luve Deen u wllt De made in Ne s and any suspension w a6anGOnment tus nol acceEeC ane (1 ~ year. II Uwrqes ue made a M suspension a aCaMOnmenl onginal plans an0 speafKations ezceed me p ) year, tull (ees ahatl be paltl br a new permit that . (4) No work ol any manner shall De tlooe wiil rhange ihe naWral llow W water nusing a drsinage pro0lem. (5) ConVatlor shall notiry Ne Builtlinp Inspector twenry-lour (2d) ~ours in aEvance la all inspectiau anE sfwll receive wntlen approval m InspecUOn carE Defae p~oceediing with sucxsslve phaxs ot Ne pb. (6) Tt~e issuarra ol a pertrvt a Ne approval o( Erawings an0 specifications shall rol De wnsVUeE to be a permit la, nor an spproval oC any Nola4on ol Ne proNSlons . d Ihe builein0 co0es a sny OMer ordinance, Ww, rule or requlation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF SUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION 7500 WEST 29th AVENUE 237-6944 EXT. 255 P.O. BOX 638 THIS PERMIT VALID ONLY WHEN DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING INSPECTION DIVISION CITY OF WHEAT RIDGE, COLO. 'HE CHIEF BUILDING INSPECTOR ANC RECEIPTED BELOW. APPLICATION FOR MISCELLANEOUS PERMLi JOB ADDRESS ' l J / Y f 7V ~ OWNER & CONTRACTOR ~/f Rldzl CC/V S~T~~C+~/~ ADDRESS 3`t ADDRESS ~ • ~Ylile :Z~ PHONE 2-33- CITY CODE 5?W~~-3~3~-~ CONTRACT PRICE $ PHONE 277 LICENSE NO. L-,~- DATE 19! ZIP CODE 1. TYPE Ground ❑ Woll❑ Proiactina❑ 01Mr S a D Faa 2. MATERIAL Tofal SQUOn F"t SIGNS 3. ILLUMINATION Yes❑ No❑ Type Elwt. Parmit No. 4. SET BACK FROM PROPERTY IINE N _ 5_ E _ W Zons_ Apprwsd,ZOne Inspector (Spaeify wnich is front) ❑ ❑ ❑ ❑ Disapproved 1. TYPE Solid[:] Mors TAOn 80% ODSn❑ Losi Than 80% Open ? MATERIAL Hoipht FENCES . 3. SET BACK FROM PROPERTY LINE N _ S_ E _ W Zme_ ADCrweA,Zons ImDecta (Soecifv which is front) ❑ ❑ ❑ ❑ Diaapprovod OTHER IZ 3 DRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN,OR OTHER STRUCTURE, CIVII:G DISTANCES FROM PROPERTY LINES. (SETBACK$ OR PROJECTIONS MCLUDED) ~ SPECIFY NORTH I STREET NAME SHOW DISTANCES FROM TNE MAIN BUILDING TPADJOINING HOUSES, STREETS, AND PROPERtV LINES; ON IRREGULAR lATS, SNOW LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR pVERAGE DISTANI:E. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 180 DAYS FROM THE DA?E OF ISSUANCE IF WORK IS NOT STAflTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE N0. ALUMINUMWIREUNDERSIZE8ILLEGAL PLUMBING PERMIT STATE LICENSE N0. FLOOR BSM IST 2ND 3RD 4TH MECHANICAL PERMIT N0. FLEL:CirclsQvGaiqlPropane EMeSolm N0. WATER CIASET FORCED AIR - BTU TEMPORARY METER WASH 80WL HOT WATER - BTU NEW SERVICE - AMPS BATH TUB STEAM - 8TU CHANGE SERVICE-AMPS SHOWER AIR LONDITIONING-BN LIGH?ING SINK OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SU8-CIFCUITS WATER HEATER Retri sront Group UTILITY(RANGE,DISPOSER,ETC.) AUTO. WASHER Poundt Char e FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS d CONTROLS FLObR DRAM EIEVATOR SIGNS URINZ TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I MP TOTAL FIXTURES I hareby ocknowledQe inat tnis apvlico- tion is correct and understond fhoi I cannot ftort inie Orojecr until rhie appli- cotion is aOCroved. 1 shall comply wiih the laws of the 51ate ol Colorado and ro fAe Zomnp Repulotions and Buildinq Code oftha City of Wnear Ridqe, Any violotion of the above terme wiil couse im 7diate revocation of thie permit ~VOlieanl~ 9lpnemn C~ PERMIT FEE ~ NOT VAIID UNLE55 RECEIPTE USE TAX ' . ~ TOTAL FEE $ ls3i, b-C) 6 APPROVED ~ DISAPPROVED GHIEF BUILDIN WSPECTOR,Cityof Wheat Ridye CALL 237-8944 EXT. 255 - p 24 HOURS IN AOVANCE Date Issued G 2 6 FOR INSPECTIONS PERMIT NOM91#17272