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From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Water Heater Replacement Permit Application Date: Tuesday, November 2, 2021 12:01:06 PM Water Heater Replacement Permit Application This application is exclusively for RESIDENTIAL REPLACEMENT WATER HEATERS - LIKE FOR LIKE ONLY. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes replacement water heater like for like? PROPERTY INFORMATION Property Address 12061 W 32nd Dr Wheat Ridge, CO 80033 Property Owner Name David Osse Property Owner Phone 303-915-2323 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address (Leave blank if not known) Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" permits@applewoodfixit.com CONTRACTOR INFORMATION Contractor Business Applewood PHE Name Contractor's License 18236 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123- 4567) Contractor Email Address Retype Contractor Email Address DESCRIPTION OF WORK Number of gallons 19I8191E,W- IS61-I: permits@applewoodfixit.com permits@applewoodfixit.com 1.9181 Is the water heater Gas GAS or ELECTRIC? If GAS, enter # of 40 BTUs. If electric, enter n/a Where is the water basement heater located (for example, basement, crawlspace, etc)? Project Value (contract 4068 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 Harrison Miller Permit Email not displaying correctly? View it in your browser. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: '� ` V_-' Job Address: _ d fu tv� -7 ; FCl %- Permit Number: D o U 0 i 4 0' cl- 9 i t i ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: 1. ) - ') • CSU � o Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: E Job Address: 1 Permit Number: - ❑ No one available for inspection: Time M/PM Re -Inspection required: Yei Nom -y'., When corrections have been made, s heductiavrrlipe�at: http://www.ci.wheatridge.co.uslinspeion�� Da ector a } ' , City of Wheat Ridge Residential Remodel PERMIT - 202001106 PERMIT NO: 202001106 ISSUED: 06/22/2020 JOB ADDRESS: 12061 W 32nd Dr EXPIRES: 06/22./2021 JOB DESCRIPTION: Remove partition wall between living room and kitchen to open up the space, install ceiling joist support beam; Replace counter tops and install new sink - 200 sq ft total *** CONTACTS *** OWNER (303)947-7290 OSSE DAVID J GC (303)475-7610 VINCE DEKAN 202098 DEKAN REMODELING AND CONST CO SUB (303)358-7543 LANE MEEDS 140103 WATER TEK, 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: 40,300.00 FEES Total Valuation 0.00 Plan Review Fee 406.93 Use Tax 846.30 Permit Fee 626.05 ** TOTAL ** 1,879.28 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for 16. the first inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. 9 i -A i—q I City of Wheat Ridge Residential Remodel PERMIT - 202001106 2020013.06 ISSUED: 06/22/2020 12061 W 32nd Dr EXPIRES: 06/22/2021 Remove partition wall between living .room and kitchen to open up the space, install ceiling joist support beam; Replace counter tops and install new sink - 200 sq ft total 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 properly and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermIt I further attest that I am le ally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed 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, po plans 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 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. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or ting of a peritit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable cod or y ordinance ff regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. has asbestos From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: Residential Interior Remodel Date: Friday, June 12, 2020 3:43:47 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 Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" 12061 West 32nd Drive David Osse 303-947-7290 kdoc4@aol.com Wheat Ridae oavment form04292020.odf APPLICANT INFORMATION Applicant Name Vince Dekan What is your role in the project? Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the General Contractor 202098 City of Wheat Ridge) Contact Phone Number 303-475-7610 (enter WITH dashes, eg 303-123-4567) Contact Email Address vdekan@msn.com for Plan Review Comments Retype Contractor vdekan@msn.com Email Address 01:R161C1I91M0N3MUTLO]M:/ Detailed Scope of Remove partition wall between Living room and Kitchen to open Work - Provide a up the space, install ceiling joist support beam per plans. replace detailed description of countertops and install new sink. work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc Location of Work Kitchen/Living Room Square Footage Area 200+/ - of Work Being Performed Asbestos Report Asbestos Report - Vince Dekan Remodelina Cc - 12061 W 32nd Dr Wheat Ridge 80033 pdf Upload letter size documents here Construction Plans Field not completed. scanned on 11'x17" or larger Project Value (contract $40,300 6/19/2020 ok value or cost of ALL materials and labor) Mlei uG\Lei :».]0111111.]AMaIMa11.]nEel Ga01owmel:»:1rid:1lrr 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 Vince Dekan Permit I attest that everything stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Yes Email not displaying correctly? View it in your browser. p, LJ b a O v PROKOP Environmental, LLC May 14, 2020 Cover Letter Vince Dekan Remodeling Company 12061 West 32nd Drive Wheatridge, Colorado 80033 Re: Prokop Environmental, LLC Project #: 05-20.4029 Subject Property Owner and Address: Vince Dekan 12061 West 32nd Drive Wheatridge, Colorado 80033 To Whom It May Concern: Prokop Environmental, LLC was pleased to be contacted and authorized by the above referenced parties to perform a limited asbestos survey at the subject property. This limited asbestos survey was conducted for the purpose of identifying the presence of asbestos containing materials (ACM) as required by state and/or federal regulatory agencies in the areas of the building that was part of the scope of work communicated to Prokop Environmental, LLC. The specific limitations of the area(s) and suspect ACM tested as part of this survey can be found in the Scope of Work Limitations section on page 3 of the attached report. This survey was performed by a Colorado Department of Public Health and Environment (CDPHE) certified asbestos inspector and in compliance with applicable federal, state, and local regulatory rules. Please see the attached copy of the limited asbestos survey report for detailed information on the survey performed. If you have any question regarding this report or need additional assistance please feel free to contact Prokop Environmental at any time. Sincerely, "ZY G::?—� Doug Prokop Prokop Environmental, LLC 720-232-7152 Enclosed: Limited Asbestos Survey Report Prokop Environmental, LLC 9457 S. University Blvd., Suite 612 Highlands Ranch, CO 80126 720-232-7152 05-20.4029 Vince Dekan 12061 West 32nd Drive Wheatridge, Colorado 80033 LINIITED ASBESTOS SURVEY REPORT PROJECT BACKGROUND INFORMATION Firm Performing Survey: Survey Site Name and Property Type: Survey Site Address: Survey Performed For: Prokop Project Number: Date of Survey: Prokop Environmental, LLC 9457 S. University Blvd., Suite 612 Highlands Ranch, CO 80126 Phone: 720-232-7152 Vince Dekan Single Family Residential 12061 West 32nd Drive Wheatridge, Colorado 80033 Vince Dekan Remodeling Company 12061 West 32nd Drive Wheatridge, Colorado 80033 05-20.4029 May 13, 2020 Asbestos Report Page 1 Licensed Inspector: Tomoki Igi CDPH&E Asbestos Building Inspector: 25081 AHERA Certification Number: 12078252 l Inspector Signature: Date of Report: May 14, 2020 # of Samples Collected: 7 (Seven) # of Materials) Containing >1% Asbestos: 2 (Two) Report Attachments: List of Homogeneous Areas Identified & Sampled Summary Chart & The Exact Sample Location Photographs of the Property and Homogeneous Areas Chain of Custody and Laboratory Report Inspector, Consulting Firm and Laboratory Certifications Prokop Environmental, LLC 9457 S. University Blvd., Suite 612 Highlands Ranch, CO 80126 720-232-7152 05-20.4029 Vince Dekan 12061 West 32nd Drive Wheatridge, Colorado 80033 PROJECT SUMMARY INFORMATION Asbestos Report Page 2 Sample Collection Protocol: As part of this limited asbestos survey a CDPHE certified asbestos building inspector performed an onsite inspection of the property to visually and physically identify suspect ACM and it's condition within the area of the building that was damaged and/or part of the scope of work that was communicated to Prokop Environmental, LLC (see Scope of Work Limitations on Page 3). The identified suspect ACMs were each assigned a homogeneous area (HA) number and randomly sampled in accordance with regulatory guidelines. Homogenous areas are defined as an area of material that is uniform in color and texture. The HA list for this project including the description, location, categorization, and condition of each material on the HA list is attached to this report Also attached is a digital photo of each HA. Specific sample location, material type, condition, classification, and material quantification can be found on the attached charts. Materials that were not observable, accessible, or not part of the scope of work communicated to Prokop Environmental, LLC are not included in this limited survey. If additional materials that are not included in this survey are found, samples of these materials should be tested for asbestos content Methods: The samples collected were delivered under chain of custody to EMSL Analytical a National Voluntary Laboratory Accreditation Program (NVLAP) and CDPH&E certified laboratory. Laboratory accreditations and certifications are attached to this report. Laboratory analytical method used: EPA Method 600/1\44-82-020; 600/R-93/11. Limitations: See the Scope of Work Limitations section on page 3 of this report for details on the specific area(s) and material(s) that the asbestos testing for this project and report is limited to. This limited asbestos survey was conducted following federal and CDPHE protocols for identifying ACM. Areas of suspect ACM may be present in areas not visible or accessible during this limited asbestos survey. Prior repairs or remodeling of the subject property and building components may have altered building materials so that suspect ACM could not be identified during this inspection. If any additional suspect ACM is discovered these materials should be properly sampled and tested for asbestos content. Reasonable attempts have been made to ensure that this report is complete and accurate with respect to Prokop Environmental, LLC's authorized scope of investigation. Our site visit was of a limited nature with emphasis on bulk asbestos testing based on the scope of work communicated to Prokop Environmental, LLC at the subject property identified herein. Test results represent the samples collected and the conditions present at the time of the inspection and are limited to the scope described herein. This report shall not be reproduced except in full and only with the written approval of Prokop Environmental or the client. Our services consist of professional opinions, conclusions and recommendations that are made in accordance with generally accepted consulting standards, principles and practices. Prokop Environmental assumes no liability for any loss, injury, claim, or damages arising directly or indirectly from any use or reliance on this report or the opinions expressed herein. Prokop Environmental makes no risk assessment, warranty, guarantee or insurance policies of any kind, express or implied. Prokop Environmental, LLC 9457 S. University Blvd., Suite 612 Highlands Ranch, CO 80126 720-232-7152 05-20.4029 Vince Dekan 12061 West 32nd Drive Wheatridge, Colorado 80033 Limitations - Continued: Asbestos Report Page 3 This report was prepared pursuant to the contract, either written or verbal, Prokop Environmental has with the client. That contractual relationship included an exchange of information about the subject property that was unique and between Prokop Environmental and its client and serves as the basis upon which this report was prepared. Because of the importance of the communication between Prokop Environmental and its client, reliance or any use of this report by anyone other than the client, for whom it was prepared, is prohibited and therefore not foreseeable to Prokop Environmental. Scope of Work Limitations: Based on the scope of work communicated to Prokop Environmental the asbestos testing performed for this specific project and report is limited to the following rooms, areas, and type of suspect ACM listed below: Findings/Conclusions: The following material(s) were found to contain greater than 1% asbestos: • The Texture and Joint Compound located on the Main Level North Living Room & South Kitchen This material is categorized as Surfacing, Friable, and in Good Condition. Prokop Environmental, LLC 9457 S. University Blvd., Suite 612 Highlands Ranch, CO 80126 720-232-7152 05-20.4029 Vince Dekan 12061 West 32nd Drive Wheatridge, Colorado 80033 HOMOGENEOUS AREA LIST SAMPLE SUMMARY CHART Sample # Layer IIA # Material D•Asbestos 05-20.4029 -01 1 01 Texture 1 Main Level - Kitchen - South Wall None Detected 05-20.4029 -01 2 01 Texture 2 Main Level - Kitchen - South Wall 2% Chrysotile 05-20.4029 -01 3 01 Drywall Main Level - Kitchen - South Wall None Detected 05-20.4029 -02 1 01 Texture 2 Main Level -Living Room - North Wall Positive Stopped 05-20.4029 -03 1 01 Texture 2 Main Level -Living Room - North Wall Positive Stopped 05-20.4029 -04 1 02 Texture 1 Main Level -Living Room - North Wall None Detected 05-20.4029 -04 2 02 Texture 2 Main Level -Living Room - North Wall 2% Chrysotile 05-20.4029 -04 3 02 Tape Main Level -Living Room - North Wall None Detected 05-20.4029 -04 4 02 Joint Compound Main Level -Living Room - North Wall 2% Chrysotile 05-20.4029 -04 5 02 Drywall Main Level -Living Room - North Wall None Detected 05-20.4029 -04 Composite 02 Whole Sample Main Level -Living Room - North Wall None Detected 05-20.4029 -05 02 Texture 2, Joint Compound Main Level - Kitchen - South Wall Positive Stopped 05-20.4029 -06 1 03 Insulation Attic None Detected 05-20.4029 -07 1 03 Insulation Attic None Detected Prokop Environmental, LLC 9457 South University Blvd., Suite 612 Highlands Ranch, CO 80126 720-232-7152 05-20.4029 Vince Dekan 12061 West 32nd Drive Wheatridge, Colorado 80033 PHOTO REPORT Vince Dekan 12061 West 32nd Drive Wheatridge, Colorado 80033 HA - 02 HA -01 Prokop Environmental, LLC 9457 South University Blvd., Suite 612 Highlands Ranch, CO 80126 720-232-7152 HA - 03 EMSL Analytical, Inc. 1010 Yuma Street Denver, CO 80204 Tel/Fax: (303) 740-5700 / (303) 741-1400 4 M http://www.EMSL.com / denverlab@emsl.com EMSL Order: 222003026 Customer ID: PKPE25 Customer PO: Project ID: Attention: Doug Prokop Phone: (720) 232-7152 Prokop Environmental Fax: 9457 S. University Blvd Received Date: 05/13/2020 9:45 AM Suite 612 Analysis Date: 05/14/2020 Highlands Ranch, CO 80126 Collected Date: Project: 05-20.4029 - 12061 W 32nd Dr Wheat Ridge Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-931116 Method using Polarized Light Microscopy Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous % Type 05 -20.4029 -01 -Texture Texture - Main level - White 20% Ca Carbonate None Detected 1 kitchen wall Non -Fibrous 80% Non-fibrous (Other) Heterogeneous 222003026-0001 Inseparable paint/coating layer included in analysis 05 -20.4029 -01 -Texture Texture - Main level - Beige 15% Ca Carbonate 2% Chrysotile 2 kitchen wall Non -Fibrous 83% Non-fibrous (Other) Heterogeneous 222003026-0001A Inseparable paint/coating layer included in analysis 05 -20.4029 -01 -Drywall Texture - Main level - Tan/White 15% Cellulose 65% Gypsum None Detected kitchen wall Fibrous 20% Non-fibrous (Other) 222003026-00018 Homogeneous 05-20.4029-02 Texture - Main level - Positive Stop (Not Analyzed) Living rm wall 222003026-0002 05-20.4029-03 Texture - Main level - Positive Stop (Not Analyzed) Living rm wall 222003026-0003 05 -20.4029 -04 -Texture JC - Main level - White/Beige 20% Ca Carbonate None Detected 1 Living rm wall Non -Fibrous 80% Non-fibrous (Other) Heterogeneous 222003026-0004 Inseparable paint/coating layer included in analysis 05 -20.4029 -04 -Texture JC - Main level - Beige 15% Ca Carbonate 2% Chrysotile 2 Living rm wall Non -Fibrous 83% Non-fibrous (Other) Heterogeneous 222003026-0004A Inseparable paint/coating layer included in analysis 05 -20.4029 -04 -Tape JC - Main level - Yellow 98% Cellulose 2% Non-fibrous (Other) None Detected Living rm wall Fibrous 222003026-00048 Homogeneous 05 -20.4029 -04 -Joint JC - Main level - Beige 15% Ca Carbonate 2% Chrysotile Compound Living rm wall Non -Fibrous 83% Non-fibrous (Other) Homogeneous 222003026-0004C 05 -20.4029 -04 -Drywall JC - Main level - Tan/White 15% Cellulose 65% Gypsum None Detected Living rm wall Fibrous 20% Non-fibrous (Other) 222003026-0004D Homogeneous 05-20.4029-04-Composi JC - Main level - Tan/White/Beige 25% Cellulose 10% Ca Carbonate <1% Chrysotile to Living rm wall Fibrous 50% Gypsum Homogeneous 15% Non-fibrous (Other) 222003026-0004E This is a composite result of Joint Compound, Drywall and Tape. 05-20.4029-05 JC - Main level - Positive Stop (Not Analyzed) Kitchen wall 222003026-0005 05-20.4029-06 Insulation - Attic Tan 98% Cellulose 2% Non-fibrous (Other) None Detected Fibrous 222003026-0006 Homogeneous Initial report from: 05/14/2020 11:55:16 ASB_PLM_0008_0001- 1.78 Printed: 5/14/2020 9:55 AM Pagel of 2 EMSL Analytical, Inc. EMSL Order: 222003026 Customer ID: PKPE25 1010 Yuma Street Denver, CO 80204 Customer PO: Tel/Fax: (303) 740-5700 / (303) 741-1400 M http://www.EMSL.com / denverlab@emsl.com Project ID: Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-931116 Method using Polarized Sample Description Light Microscopy Non -Asbestos Appearance % Fibrous % Non -Fibrous Asbestos % Type 05-20.4029-07 Insulation - Attic Brown 98% Cellulose 2% Non-fibrous (Other) None Detected Fibrous 222003026-0007 Homogeneous Analyst(s) Mollie Shreck (1) Timothy Kleehammer (10) 1 % Melanie Rech, Laboratory Director or Other Approved Signatory EMSL maintains liability limited to cost of analysis. The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR (previously EPA 600/M4-82-020 "Interim Method"), but augmented with procedures outlined in the 1993 ("final') version of the method. This report relates only to the samples reported above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. All samples received in acceptable condition unless otherwise noted. 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. EMSL recommends gravimetric reduction for all non -friable organically bound materials prior to analysis. Estimation of uncertainty is available on request. Samples analyzed by EMSL Analytical, Inc. Denver, CO NVLAP Lab Code 200828-0 Initial report from: 05/14/2020 11:55:16 ASB_PLM_0008_0001- 1.78 Printed: 5/14/2020 9:55 AM Page 2 of 2 Order 222003026 ® Asbestos Chain of Custody EMSL Order Number (Lan use only): L ANALYTICAL INC. 1.117 -Lb 0 3 0 Lb EMSL ANALYTICAL, INC. 1010 YUMA ST. DENVER, CO 80204 PHONE: (303)740-5700 FAx:(303)741-1400 Com I an : Prokop Environmental LLC EMSL-Bill to: ❑ Same ❑ Different It Bill to is Different note instructions in Comments— Third Party Billing requires written authorization from third party Street: 9457 S. University Blvd., Suite 612 City- Highlands Ranch State/Province: CO Zi /Postal Code: 60126 Country: USA Re ort To (Name): Doug Prokop Fax #: I Tele hone #: 720-232-7152 Email Address: d roko roko nv.com Project Name/Number: � 46 Z q - 1 Z D � L7 W Z � ,G �i Please Provide Results: ❑ Fax ® Email I Purchase Order: U.S. State Samples T en: Colorado I Turnaround Time TA O tions• — Please Check 3 Hours 6 Hours 24 Hrs 48 Hrs 3 Days I Lj 4 Da 5 Da 10 Days ;For TEM Air3 hours/6 hours, please call ahead to schedule.'There is a premium charge for 3 Hour TEM AHERA or EPA Level 11 TAT. You will be asked to sign i an authorization toren for this service. Analbysis corn leted in accordance with EMSL's Terms and Condllions located in the Analyfical Price Guide. PCM -Air ❑ NIOSH 7400 ❑ w/ OSHA 8hr. TWA TEM -Air ❑ AHERA 40 CFR, Part 763 ❑ NIOSH 7402 ❑ EPA Level II ❑ ISO 10312 TEM- Dust ❑ Microvac - ASTM D 5755 ❑ Wipe - ASTM D6480 ❑ Carpet Sonication (EPA 600/J-931167) PLM - Bulk (reporting limit PLM EPA 600/R-93/116 (<1 %) PLM EPA NOB (<1%) Point Count ❑ 400 (<0.25%) [:11000 (<0.1%) Point Count w/Gravimetric 0 400 (<0.25%) ❑ 1000 (<O.1%) 0 NYS 198.1 (friable in NY) ❑ NYS 198.6 NOB (non -friable -NY) [] NIOSH 9002 <10/6 Soil/Rock/Vermiculite ❑ PLM CARS 435 - A (0.25% sensitivity) ❑ PLM CARB 435 - B (0.1 % sensitivity) ❑ TEM CARS 435 - B (0.1 % sensitivity) ❑ TEM CARE 435 - C (0.01% sensitivity) ❑ EPA Protocol (Semi -Quantitative) ❑ EPA Protocol (Quantitative) TEM - Bulk ❑ TEM EPA NOB ❑ NYS NOB 198.4 (non -liable -NY) ❑ Chatfield SOP ❑ TEM Mass Analysis -EPA 600 sec. 2.5 . TEM — Water: EPA 100.2 Fibers >10pm ❑ Waste ❑ Drinking Alf Fiber Sizes ❑ Waste -[I -Drinking Other: -❑ — — -- Check For Positive Stop — Clearly Identify Homogenous Group Samplers Name: Tomoki Igi Samplers Signature: Sample # Sample Description Volume/Area (Air) HA # Bulk Date/Time Sam led I0S-20'gg2,- f c1 -4n 1'�j O ( v zo c l In Wqll ion Q L( t Client Sample # (s): 7 Total # of Samples: Relinquished (Client): l/ Date: i Received (Lab): Date: S Time: i "W (4--t1 Comments/Special Instructions: , ea000 W—Asoestos COC—RI—a sQM Page 1 of Paqe 1 Of pages E m 4 L : 0 0 ° o° Nb ■■ C'4 v LO VN U v W0 co C.,) 04 Lu c C� a O a . CD a a> V O (M) � C °�o Co a� .= Wca ".. a EO c j E 0 �-- O ° Qc r _ v W � co oNo ,oc �, =moo L2 .i �m cz Cy 43 N LL Av�� ��' = Q �— ' as z w z o y- A Q U 0 4 bWOO « vN Q O '"'a j mo ..0 -, Cc: .� CIO c b�� .�..� ° o o •o (1) LM V Ct) = .c CO tR D O ° Oc N U) 40 Q N Q �c c s IM LU 'y c� =c ca ! .y vk N CD OF National Voluntary o Laboratory Accreditation Program �Z FATES of SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 EMSL Analytical, Inc. 10 10 Yuma Street Denver, CO 80204 Henry Printz Phone: 303-740-5700 Email: sprintz@emsl.com http://www.emsl.com ASBESTOS FIBER ANALYSIS NVLAP LAB CODE 200828-0 Bulk Asbestos Analysis Code Description 18/A01 EPA -- 40 CFR Appendix E to Subpart E of Part 763, Interim Method of the Determination of Asbestos in Bulk Insulation Samples 18/A03 EPA 600/R-93/116: Method for the Determination of Asbestos in Bulk Building Materials Airborne Asbestos Analysis Code Description 18/A02 U.S. EPA's "Interim Transmission Electron Microscopy Analytical Methods -Mandatory and Nonmandatory -and Mandatory Section to Determine Completion of Response Actions" as found in 40 CFR, Part 763, Subpart E, Appendix A. il V�Okh�� For the National Volunta jLbo_rat Accreditation Program \...1 Elective 2019-04-01 through 2020-03-31 Page 1 of 1 ALL SMOKE ALARMS SHALL COPLY WITH 2012 IRC SMOKE ALARMS SHALL BE INTERCONNECTED GENERAL NOTES: 1. LIVE LOADS USED IN DESIGN (2018 IRC): A. WIND...........................................135 MPH, EXP 'C' B. EARTHQUAKE.............................DESIGN CATEGORY B C. ROOF SNOW.................................30 PSF D. FLOOR..........................................40 PSF 2. CONCRETE A. ALL CONCRETE FOR FOOTINGS, FOUNDATION WALLS, CAISSONS, AND GRADE BEAMS SHALL BE MADE WITH TYPE I CEMENT, STONE AGGREGATE AND SHALL DEVELOP 3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS. CONCRETE FOR SLABS -ON -GRADE, POURED -IN-PLACE TOPPINGS, AND COLUMNS SHALL BE MADE WITH TYPE I CEMENT, STONE AGGREGATE AND SHALL DEVELOP 4000 PSI COMPRESSIVE STRENGTH IN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 3 %' AND A MAXIMUM W/C RATIO OF .45. B. ALL REINFORCING BARS SHALL BE ASTM A615 -GRADE 60, EXCEPT COLUMN TIES, BEAM STIRRUPS, AND EMBEDDED PLATE ANCHORS WHICH SHALL BE ASTM A615 -GRADE 40. WELDABLE REINFORCING SHALL BE ASTM A706 -GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064 C. CONCRETE PROTECTION FOR REINFORCEMENT (UNLESS OTHERWISE NOTED): 1) CONCRETE POURED AGAINST EARTH..............................3' 2)CONCRETE POURED IN FORMS BUT EXPOSED TO WEATHER OR EARTH: A) #5 BARS AND SMALLER...............................................1 B) BARS LARGER THAN#5...............................................2' 3) COLUMNS, GIRDERS, AND BEAMS (PRINCIPAL REINFORCEMENT, TIES, AND STIRRUPS).............................................................................1 %. 4) SLABS AND WALLS..............................................................3/4' D. NO SPLICES OF REINFORCEMENT SHALL BE MADE AND NO WELDING TO REINFORCING SHALL BE PERMITTED, EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 36 BAR DIAMETERS. WIRE FABRIC REINFORCEMENT MUST LAP ONE FULL MESH PLUS 2' AT SIDE AND END LAPS, BUT NOT LESS THAN 6', AND SHALL BE WIRED TOGETHER. MAKE ALL BARS CONTINUOUS AROUND CORNERS OR PROVIDE CORNER BARS OF EQUAL SIZE AND SPACING. E. DETAIL BARS IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI DETAILING MANUAL AND ACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. F. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON THE PLANS. G. PLACE 2-#5 BARS WITH 2'-0 PROJECTIONS AROUND ALL OPENINGS IN CONCRETE. 3. STEEL - N/A 4. WOOD A. ALL WOOD FOR STRUCTURAL FRAMING SHALL BE STRESS -GRADED, KILN DRIED, DOUGLAS FIR, HEM FIR OR LARCH. GRADING SHALL BE AS PER 'NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADED LUMBER AND ITS FASTENINGS' BY NATIONAL FOREST PRODUCTS ASSOCIATION. 1) ALL JOISTS, BEAMS, COLUMNS AND HEADERS SHALL BE STRESS -GRADED "NO. 2". 2) ALL 2X4 BEARING WALL STUDS AND PLATES SHALL BE STRESS -GRADED 'NO. 2'. 3) ALL WALL STUDS AND PLATES LARGER THAN 2X4 SHALL BE STRESS -GRADED 'NO. 2'. 4) ALL BLOCKING AND BRIDGING MAY BE STRESS -GRADED 'NO. 2" OR 'NO. 3'. 5) ALL SILL PLATES BEARING ON CONCRETE AND ALL EXPOSED FRAMING, INCLUDING DECKS, ROOFS, AND PATIO COVERS, SHALL BE PRESSURE TREATED PER BUILDING CODE. B. TIMBER CONNECTORS CALLED FOR ON THE DRAWING ARE AS MANUFACTURED BY SIMPSON COMPANY. CONNECTORS BY OTHER MANUFACTURERS MAY BE USED IF THEY ARE ICBO APPROVED AND THEIR LOAD CAPACITY IS EQUAL TO OR GREATER THAN THE CONNECTOR SPECIFIED. USE MANUFACTURER'S FURNISHED NAILS AND BOLTS. C. UNLESS A STRONGER CONNECTION IS DETAILED, CONNECT ROOF JOISTS TO BEARING PLATES WITH SIMPSON HURRICANE ANCHORS, AND TO FLUSH FRAMED RIDGE BEAMS WITH SIMPSON LS90 ANGLES. D. UNLESS OTHERWISE NOTED, HANGERS FOR RAFTERS, JOISTS, AND BEAMS MAY BE THE LIGHTEST HANGER FOR THE APPLICATION. E. HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT DIP GALVANIZED AND RATED FOR USE WITH PRESSURE TREATED LUMBER. F. HANGERS SPECIFIED ON THE DRAWINGS MAY BE SPECIAL ORDER ITEMS REQUIRING ADDITIONAL TIME FOR SHIPPING. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONSULT THE MANUFACTURER PRIOR TO CONSTRUCTION TO ENSURE DELIVERY. G. PLYWOOD FOR ROOF, WALL AND FLOOR SHEATHING SHALL BE DFPA GRADE -TRADEMARKED INTERIOR C -D WITH EXTERIOR GLUE AND SHALL CONFORM TO STANDARD PS 1-74 OF THE AMERICAN PLYWOOD ASSOCIATION. RING SHANK NAILS SHALL BE USED ON ALL ROOF AND FLOOR SHEATHING. FLOOR SHEATHING SHALL BE GLUED TO JOISTS AND BEAMS. ALL EXTERIOR WALLS SHALL HAVE ONE LAYER OF PLYWOOD (OR OSB) NAILED WITH 8D COMMON NAILS 0 6' ALONG PANEL EDGES AND 0 12' AT INTERMEDIATE FRAMING MEMBERS AND ONE LAYER OF GYPBOARD NAILED WITH 6D COOLER OR PARKER NAILS AT 8' AT ALL SUPPORTS. PLYWOOD SHALL BE AT ROOF (OR 7/16' OSB) AND w AT FLOORS, AND WITH END JOINTS STAGGERED. ROOF SHALL BE NAILED WITH 8D NAILS SPACED ® 6' ALONG PANEL EDGES AND ® 12' AT INTERMEDIATE FRAMING MEMBERS. FLOORS SHALL BE NAILED WITH 10D NAILS SPACED 0 6' ALONG PANEL EDGES AND 0 12" AT INTERMEDIATE FRAMING MEMBERS. WALL AND ROOF SHEATHING PANESL SHALL BE APPLIED WITH THE STRNGTH AXIS PERPENDICULAR TO THE FRAMING MEMBERS. BLOCK EDGES OF ALL SHEAR WALLS AND DIAPHRAGMS. H. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE INTERNATIONAL BUILDING CODE SCHEDULE UNLESS OTHERWISE NOTED. I. LAMINATED BEAMS 1) ALL LAMINATED MEMBERS SHALL BE FABRICATED WITH LUMBER OF ONE OF THE FOLLOWING SPECIES: WEST COAST DOUGLAS FIR, WESTERN LARCH OR SOUTHERN PINE IN A '244' COMBINATION. 2)LAMINATED MEMBERS SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL GLUED LAMINATED LUMBER, PUBLISHED BY THE AITC AND THE APPROPRIATE LUMBER PRODUCER'S ASSOCIATION. 3) ALLOWABLE UNIT STRESSES REQUIRED FOR DRY CONDITIONS OF USE FOR COMBINATION 24-F LAMINATED MEMBERS ARE AS FOLLOWS: 4) LAMINATED MEMBERS SHALL BE BUILT UP USING 2' NOMINAL MATERIAL. 5) LAMINATED MEMBER SIZES SHOWN ARE NET; OTHER MEMBER SIZES ARE NOMINAL. J. WOOD DECKING SHALL BE T&G LAMINATED OR SOLID TIMBER OF COAST REGION DOUGLAS FIR OR HEMLOCK, IN SELECT GRADE. INSTALL DECK IN RANDOM LENGTH LAYING PATTERN AND NAIL AS PER MANUFACTURER'S RECOMMENDATIONS. K. PREFABRICATED WOOD TRUSSES SHALL BE CONSTRUCTED WITH KILN DRIED MEMBERS AND WITH 20 GAUGE GALVANIZED STEEL SIDE PLATES WITH DEFORMED TEETH AS APPROVED BY THE TRUSS PLATE INSTITUTE. 5. MASONRY - N/A 6. FOUNDATIONS - N/A 7. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST ARCHITECTURAL. 8. ARCHITECT'S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS. 9. VERIFY ALL OPENINGS THROUGH FLOOR, ROOF, AND WALLS WITH MECHANICAL AND ELECTRICAL CONTRACTORS. 10.ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY NOTIFY THE ENGINEER SHOULD EXISTING CONDITION NOT BE SHOWN, OR IF ANY CONDITION DIFFERS FROM THOSE SHOWN ON THE DRAWINGS. 11.ANY DISCREPANCIES ON THESE DRAWINGS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO PROCEEDING WITH WORK. 12.THE REQUIREMENTS OF THE LATEST EDITION OF THE 'OSHA CONSTRUCTION STANDARDS' SHALL BE COMPLIED WITH BY ALL CONTRACTORS, FABRICATORS, AND SUPPLIERS. 13.DURING ERECTION OF THE BUILDING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY BRACING TO WITHSTAND ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED, INCLUDING LATERAL LOADS, STOCKPILES OF MATERIALS, AND EQUIPMENT. SUCH BRACING SHALL BE LEFT IN PLACE AS LONG AS MAY BE REQUIRED FOR SAFETY AND UNTIL THE STRUCTURAL FRAMING AND DIAPHRAGMS ARE IN PLACE WITH CONNECTIONS COMPLETED. CRY of Wheat Ridge ALL WORK SHALL COMPLY WITH 2012 IRC, 2012, NEC, COLORADO PLUMBING CODE, 2012 IECC 1 ROOF FRAMING PLAN 2 1 ST FLOOR FRM/FDN PLAN s1.1 NOTES: 1/4"=1'-0" 1. FIELD VERIFY EXISTING CONDITIONS/DIMENSIONS SHOWN ON THIS DRAWING. s1.1 NOTES: 1/4"=1'-0" 1. FIELD VERIFY EXISTING CONDITIONS/DIMENSIONS SHOWN ON THIS DRAWING. .L I. City of ",9' W heat �dge JCOMMUNITY UEVELUI'MENT APPROVED ^viewed for Code Compliance BRANDON F 6/19/2020 Plans Examiner Date YeRdhv of cetmN: The islWl.Yt al o pnmR or grprrnp o/pgvns spxi(tcotloru and [ompomhom Shull Mt be o permclor, a an opprovot of,, ony wolonon to any of the prov/sMns of the tmrldIny cope or of o,(V CHy ordi,gnces. pe+mhs peesurmmj w prve outhorrry to viwo ! w CdMel the pwInims of the ftwap Codsa other oncft a of the CRyshou wt be wthd REFER TO ATTACHED STAMPED ENGINEER PLANS .4, 3 SECTION s1.1 EXIST CEILING JOIST BEAM PER PLAN EXIST WALL TO BE REMOVED 3/4"=1'-0" ENGINEERING 3222 TEJON ST., STUDIO F DENVER, CO 80211 303 255 3664 T WWW.STUD1081 BENGINEEPJNG.COM O U L 0 0 of F - Z w O I— O Z NW Z N M §1 Teeee Co W O >_ N o � 0 Z N C) Co O N r DESIGN BY: DRAWN BY: CBB CBB ISSUE: 11/29/17 4/6/20 REVISIONS 4/20/2020 JOB NUMBER: 17-270.1 SHEET TITLE: 1ST FLOOR FRAMING ROOF FRAMING PLAN S1.1 GENERAL NOTES: 1. LIVE LOADS USED IN DESIGN (2018 IRC): A. WIND...........................................135 MPH, EXP 'C' B. EARTHQUAKE.............................DESIGN CATEGORY B C. ROOF SNOW.................................30 PSF D. FLOOR..........................................40 PSF 2. CONCRETE A. ALL CONCRETE FOR FOOTINGS, FOUNDATION WALLS, CAISSONS, AND GRADE BEAMS SHALL BE MADE WITH TYPE I CEMENT, STONE AGGREGATE AND SHALL DEVELOP 3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS. CONCRETE FOR SLABS -ON -GRADE, POURED -IN-PLACE TOPPINGS, AND COLUMNS SHALL BE MADE WITH TYPE I CEMENT, STONE AGGREGATE AND SHALL DEVELOP 4000 PSI COMPRESSIVE STRENGTH IN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 3 %' AND A MAXIMUM W/C RATIO OF .45. B. ALL REINFORCING BARS SHALL BE ASTM A615 -GRADE 60, EXCEPT COLUMN TIES, BEAM STIRRUPS, AND EMBEDDED PLATE ANCHORS WHICH SHALL BE ASTM A615 -GRADE 40. WELDABLE REINFORCING SHALL BE ASTM A706 -GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064 C. CONCRETE PROTECTION FOR REINFORCEMENT (UNLESS OTHERWISE NOTED): 1) CONCRETE POURED AGAINST EARTH..............................3' 2)CONCRETE POURED IN FORMS BUT EXPOSED TO WEATHER OR EARTH: A) #5 BARS AND SMALLER...............................................1 B) BARS LARGER THAN#5...............................................2' 3) COLUMNS, GIRDERS, AND BEAMS (PRINCIPAL REINFORCEMENT, TIES, AND STIRRUPS).............................................................................1 %. 4) SLABS AND WALLS..............................................................3/4' D. NO SPLICES OF REINFORCEMENT SHALL BE MADE AND NO WELDING TO REINFORCING SHALL BE PERMITTED, EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 36 BAR DIAMETERS. WIRE FABRIC REINFORCEMENT MUST LAP ONE FULL MESH PLUS 2' AT SIDE AND END LAPS, BUT NOT LESS THAN 6', AND SHALL BE WIRED TOGETHER. MAKE ALL BARS CONTINUOUS AROUND CORNERS OR PROVIDE CORNER BARS OF EQUAL SIZE AND SPACING. E. DETAIL BARS IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI DETAILING MANUAL AND ACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. F. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON THE PLANS. G. PLACE 2-#5 BARS WITH 2'-0 PROJECTIONS AROUND ALL OPENINGS IN CONCRETE. 3. STEEL - N/A 4. WOOD A. ALL WOOD FOR STRUCTURAL FRAMING SHALL BE STRESS -GRADED, KILN DRIED, DOUGLAS FIR, HEM FIR OR LARCH. GRADING SHALL BE AS PER 'NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADED LUMBER AND ITS FASTENINGS' BY NATIONAL FOREST PRODUCTS ASSOCIATION. 1) ALL JOISTS, BEAMS, COLUMNS AND HEADERS SHALL BE STRESS -GRADED "NO. 2". 2) ALL 2X4 BEARING WALL STUDS AND PLATES SHALL BE STRESS -GRADED 'NO. 2'. 3) ALL WALL STUDS AND PLATES LARGER THAN 2X4 SHALL BE STRESS -GRADED 'NO. 2'. 4) ALL BLOCKING AND BRIDGING MAY BE STRESS -GRADED 'NO. 2" OR 'NO. 3'. 5) ALL SILL PLATES BEARING ON CONCRETE AND ALL EXPOSED FRAMING, INCLUDING DECKS, ROOFS, AND PATIO COVERS, SHALL BE PRESSURE TREATED PER BUILDING CODE. B. TIMBER CONNECTORS CALLED FOR ON THE DRAWING ARE AS MANUFACTURED BY SIMPSON COMPANY. CONNECTORS BY OTHER MANUFACTURERS MAY BE USED IF THEY ARE ICBO APPROVED AND THEIR LOAD CAPACITY IS EQUAL TO OR GREATER THAN THE CONNECTOR SPECIFIED. USE MANUFACTURER'S FURNISHED NAILS AND BOLTS. C. UNLESS A STRONGER CONNECTION IS DETAILED, CONNECT ROOF JOISTS TO BEARING PLATES WITH SIMPSON HURRICANE ANCHORS, AND TO FLUSH FRAMED RIDGE BEAMS WITH SIMPSON LS90 ANGLES. D. UNLESS OTHERWISE NOTED, HANGERS FOR RAFTERS, JOISTS, AND BEAMS MAY BE THE LIGHTEST HANGER FOR THE APPLICATION. E. HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT DIP GALVANIZED AND RATED FOR USE WITH PRESSURE TREATED LUMBER. F. HANGERS SPECIFIED ON THE DRAWINGS MAY BE SPECIAL ORDER ITEMS REQUIRING ADDITIONAL TIME FOR SHIPPING. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONSULT THE MANUFACTURER PRIOR TO CONSTRUCTION TO ENSURE DELIVERY. G. PLYWOOD FOR ROOF, WALL AND FLOOR SHEATHING SHALL BE DFPA GRADE -TRADEMARKED INTERIOR C -D WITH EXTERIOR GLUE AND SHALL CONFORM TO STANDARD PS 1-74 OF THE AMERICAN PLYWOOD ASSOCIATION. RING SHANK NAILS SHALL BE USED ON ALL ROOF AND FLOOR SHEATHING. FLOOR SHEATHING SHALL BE GLUED TO JOISTS AND BEAMS. ALL EXTERIOR WALLS SHALL HAVE ONE LAYER OF PLYWOOD (OR OSB) NAILED WITH 8D COMMON NAILS 0 6' ALONG PANEL EDGES AND 0 12' AT INTERMEDIATE FRAMING MEMBERS AND ONE LAYER OF GYPBOARD NAILED WITH 6D COOLER OR PARKER NAILS AT 8' AT ALL SUPPORTS. PLYWOOD SHALL BE AT ROOF (OR 7/16' OSB) AND Y" AT FLOORS, AND WITH END JOINTS STAGGERED. ROOF SHALL BE NAILED WITH 8D NAILS SPACED ® 6' ALONG PANEL EDGES AND ® 12' AT INTERMEDIATE FRAMING MEMBERS. FLOORS SHALL BE NAILED WITH 10D NAILS SPACED 0 6' ALONG PANEL EDGES AND 0 12" AT INTERMEDIATE FRAMING MEMBERS. WALL AND ROOF SHEATHING PANESL SHALL BE APPLIED WITH THE STRNGTH AXIS PERPENDICULAR TO THE FRAMING MEMBERS. BLOCK EDGES OF ALL SHEAR WALLS AND DIAPHRAGMS. H. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE INTERNATIONAL BUILDING CODE SCHEDULE UNLESS OTHERWISE NOTED. I. LAMINATED BEAMS 1) ALL LAMINATED MEMBERS SHALL BE FABRICATED WITH LUMBER OF ONE OF THE FOLLOWING SPECIES: WEST COAST DOUGLAS FIR, WESTERN LARCH OR SOUTHERN PINE IN A '244' COMBINATION. 2)LAMINATED MEMBERS SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL GLUED LAMINATED LUMBER, PUBLISHED BY THE AITC AND THE APPROPRIATE LUMBER PRODUCER'S ASSOCIATION. 3) ALLOWABLE UNIT STRESSES REQUIRED FOR DRY CONDITIONS OF USE FOR COMBINATION 24-F LAMINATED MEMBERS ARE AS FOLLOWS: 4) LAMINATED MEMBERS SHALL BE BUILT UP USING 2' NOMINAL MATERIAL. 5) LAMINATED MEMBER SIZES SHOWN ARE NET; OTHER MEMBER SIZES ARE NOMINAL. J. WOOD DECKING SHALL BE T&G LAMINATED OR SOLID TIMBER OF COAST REGION DOUGLAS FIR OR HEMLOCK, IN SELECT GRADE. INSTALL DECK IN RANDOM LENGTH LAYING PATTERN AND NAIL AS PER MANUFACTURER'S RECOMMENDATIONS. K. PREFABRICATED WOOD TRUSSES SHALL BE CONSTRUCTED WITH KILN DRIED MEMBERS AND WITH 20 GAUGE GALVANIZED STEEL SIDE PLATES WITH DEFORMED TEETH AS APPROVED BY THE TRUSS PLATE INSTITUTE. 5. MASONRY - N/A 6. FOUNDATIONS - N/A 7. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST ARCHITECTURAL. 8. ARCHITECT'S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS. 9. VERIFY ALL OPENINGS THROUGH FLOOR, ROOF, AND WALLS WITH MECHANICAL AND ELECTRICAL CONTRACTORS. 10.ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY NOTIFY THE ENGINEER SHOULD EXISTING CONDITION NOT BE SHOWN, OR IF ANY CONDITION DIFFERS FROM THOSE SHOWN ON THE DRAWINGS. 11.ANY DISCREPANCIES ON THESE DRAWINGS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO PROCEEDING WITH WORK. 12.THE REQUIREMENTS OF THE LATEST EDITION OF THE 'OSHA CONSTRUCTION STANDARDS' SHALL BE COMPLIED WITH BY ALL CONTRACTORS, FABRICATORS, AND SUPPLIERS. 13.DURING ERECTION OF THE BUILDING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY BRACING TO WITHSTAND ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED, INCLUDING LATERAL LOADS, STOCKPILES OF MATERIALS, AND EQUIPMENT. SUCH BRACING SHALL BE LEFT IN PLACE AS LONG AS MAY BE REQUIRED FOR SAFETY AND UNTIL THE STRUCTURAL FRAMING AND DIAPHRAGMS ARE IN PLACE WITH CONNECTIONS COMPLETED. Cft at Wheat Ridge z 1 ST FLOOR FRM/FDN PLAN $1.1 NOTES: 1/4"=1'-0" 1. FIELD VERIFY EXISTING CONDITIONS/DIMENSIONS SHOWN ON THIS DRAWING. 1 ROOF FRAMING PLAN NOTES: 1/4"=1'-0" 1. FIELD VERIFY EXISTING CONDITIONS/DIMENSIONS SHOWN ON THIS DRAWING. 3 SECTION $1.1 EXIST CEILING JOIST BEAM PER PLAN EXIST WALL TO BE REMOVED 3/4"=1'-0" I%Hh K% ENGINEERING 3222 TEJON ST., STUDIO F DENVER, CO 80211 303 255 3664 T WWW.STUD1081 BENGINEEPJNG.COM y 0 n ssloN �N4 202 R�2O O U L F - Z w O I— O Z NW Z N M �1/ W O >_ N o � 0 Z N C'7 r Co O N r DESIGN BY: DRAWN BY: CBB CBB ISSUE: 11/29/17 4/6/20 REVISIONS 4/20/2020 JOB NUMBER: 17-270.1 SHEET TITLE: 1ST FLOOR FRAMING ROOF FRAMING PLAN S1.1 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: +� rr Job Address: ID 6 Permit Number: C> ' r' 0 U 1 ! `' , V 0 6) L — 4-� s. l' v L `y, -_ ❑ No one available for inspection: Time k)-/,,,,, AM/PM Re -Inspection required: Yes�l No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge. co. ussfinspection Date:}'-`' Vic) v' '—Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection Timd Re -Inspection required: Yes No When corrections have been made, http✓/www.ci. wheatridge.co. usrnsp at: City of Wheat Ridge Homeowner Asbestos Abatement PERMIT - 202001041 PERMIT NO: 202001041 ISSUED: 06/08/2020 JOB ADDRESS: 12061 W 32nd Dr EXPIRES: 12/05/2020 JOB DESCRIPTION: Asbestos Abatement interior wall between kitchen & living room area -107.3 sq ft total *** CONTACTS *** OWNER (303)947-7290 OSSE DAVID J *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,000.00 FEES Asbestos Abatement 50.00 Total Valuation 0.00 ** TOTAL ** 50.00 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. If professionals are hired, those contractors are licensed with the City of Wheat Ridge and are listed on the permit. NOTE: Consultations and inspections will only be performed with the homeowner of record present. All work shall comply 2012 International Codes, 2017 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. City of Wheat Ridge Homeowner Asbestos Abatement PERMIT - 202001041 PERMIT NO: 202001041 ISSUED: 06/08/2020 JOB ADDRESS: 12061 W 32nd Dr EXPIRES: 12/05/2020 JOB DESCRIPTION: Asbestos Abatement interior wall between kitchen & living room area -107.3 sq ft total I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. 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 cies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3• If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ord,igance or regula1cp of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official/ Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Kimberly Cook From: CommDev Permits Sent: Monday, June 8, 2020 12:45 PM To: D. Osse; CommDev Permits Subject: RE: Online Form Submittal: Asbestos Abatement Hi David, Thanks for the response — I can get it processed based on your email. I'll email the permit over to you shortly. Kim Cook Permit Technician Office Phone: 303-235-2876 l ily ctrl ,�9'Whcaitlz,iC11ge ('trn,lMia�;arr1?I��ir�l't11�r �'" CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. From: D. Osse <kdoc4@aol.com> Sent: Monday, lune 8, 2020 11:17 AM To: CommDev Permits <Permits@ci.wheatridge.co.us> Subject: Re: Online Form Submittal: Asbestos Abatement Kim - Thank you for the email regarding our Owner Self Asbestos Abatement application. As the homeowner, I am completing the asbestos abatement on our living room wall. On the online application, the only reason I listed a general contractor (who is moving an island, cabinets, etc for us), is because the online application will not take "blank space", "N/A", etc on the form to submit. What should I list into these spaces on the online application to be able to submit? Thank You!! -David Osse 303 947-7290c -----Original Message ----- From: CommDev Permits <Permits(@ci.wheatridge.Co. us> To: kdoc4(a-)_aol.com <kdoc4(qaol.com>; vvdekan(@_msn.com <vvdekan(@_msn.com> Cc: CommDev Permits <Permits(aDci.wheatridge.co.us> Sent: Mon, Jun 8, 2020 6:55 am Subject: FW: Online Form Submittal: Asbestos Abatement Hello, Homeowner permits cannot list a general contractor. Also, an application cannot be processed without a project value. Please resubmit. If a general contractor is doing the asbestos abatement, they must be licensed with CDPHE. Please advise who is performing the asbestos abatement. Thanks, Kim Cook Permit Technician Office Phone: 303-235-2876 t i I y csi W he. -it l is l c t'v,�tA�u�iir � CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. From: no-reply(aDci.wheatridge.co.us<no-reply(a)ci.wheatridge.co.us> Sent: Friday, June 5, 2020 2:05 PM To: CommDev Permits <Perm its(a)-ci.wheatridge. Co. us> Subject: Online Form Submittal: Asbestos Abatement Asbestos Abatement This application is exclusively for RESIDENTIAL ASBESTOS ABATEMENT YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for residential asbestos abatement? Provide copy of CDPHE State Permit or Stamped Approved CDPHE State Permit Application Yes WR Certification of Property Owner Permit - Osse.pdf PROPERTY INFORMATION Property Address 12061 W 32ND DR Property Owner Name David J Osse Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD** 303-947-7290 kdoc4(cD_aol.com WR Electronic Payment Form - Osse.pdf CONTRACTOR INFORMATION Contractor Business Name Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Dekan Remodeling and Construction Co LLC 303-475-7610 Contractor Email Address vdekan(a)msn.com Retype Contractor Email vdekan(cD-msn.com Address DESCRIPTION OF WORK State Permit No. or n/a Application Approval Date with Initials of CDPHE Employee approving application. Location of Abatement Asbestos Abatement interior wall between kitchen & living room area. Square Footage Area of 14'x7'8" = 107.3 sq ft Abatement Has the abatement been No completed 3 If abatement has been Field not completed. completed, upload the clearance report. Project Value (contract TBD 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 been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for David J Osse 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. 4 A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:7- Job Address: i i W 72^jp G Permit Number:205066 FT i FI (146J!�2 L1 fr r ❑ No one available for inspection: Time AMID} Re -Inspection required: Yes o When corrections have been made, call for re -i ection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE , = City of Wheat Ridge Residential Foundation Repair PERMIT - 202000015 PERMIT NO: 202000015 ISSUED: 01/03/2020 JOB ADDRESS: 12061 W 32nd Dr EXPIRES: 01/02/2021 JOB DESCRIPTION: Install 7 new helical piers under south wall; install 5 new helical piers under west wall; install 6 new helical piers under north wall; excavate around perimeter in an attempt to stability home *** CONTACTS *** OWNER (303)915-2323 OSSE DAVID J GC (303)260-7070 PAUL SUTTON 090170 PEAK STRUCTURAL INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED FEES Total Valuation 0.00 Plan Review Fee 339.66 Use Tax 660.65 Permit Fee 522.55 ** TOTAL ** 1,522.86 *** COMMENTS *** PROJECT VALUATION: 31,459.75 *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. �_ J- /3/a Signature of OWNER or NTRACTO (Circle one) Date 1. This permit was issued base on a in ormation provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit tee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees 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 required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or grantingf a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicaVeyde or any oryipance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief )wilding Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. WCity of heat Ijdg - �CCOOMML)NiTy DEVELOPMENT Building & Inspection Services 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a_)ci.wheatridge.co.us I FOR OFFICE USE ONLY Date:` I �511D10 Plan/Permit #rjAn 0 16 Plan Review Fee: Building Permit Application *** Complete all applicable %I hlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: P Property Owner (please print): � 'i� j g F' Phone: 3 - q1'7- Z3 Property Owner Email: K=1: 2 6-4 0 0 � r Ce Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: 311 Architect/Engineer E-mail: C i , E i2f r� r�.a ,OPho `dI �e: 7ZO Contractor Name: FeQ 7 �"�,,� C,-Vr- City of Wheat Ridge License #: �1� l ZC, Phone: 74 V Contractor E-mail Address: di pa" k��L Fv,/a tC�►vry For Plan Review Questions & Comments (please print): CONTACT NAME (please print): 44 1(,k/ mi 11 e""- Phone: ;7 lli I CONTACT EMAIL(please print): iM r 1 L'dW E,-og k��-,' i t /'r L''19 L43 Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. ❑COMMERCIAL Z RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. 1r�S a1� C7) ono\.,/ Vlck--� to E� s �nC���' � S�vt� Wall foonjo'�10V-N �5� �G�l ln��I ��ie5 s �nG�vt e wEsfi We1ll c�vnolaft �n C' C�1) i1 W hEII Lal ek Er'S o i0 e 4 1 ry noc- f� G� 1 1�0�1 U�ut I cJ✓l _ A5 we fl cis �xcc��afe a�o��CJ� �E �eCir✓i('ter e ��O)Se +o 5+a h ct s i z e Sq. Ft./LF NISI BTUs NIA Gallons NIA Amps N/A Squares NIA For Solar: N/A Kw N,, /� # of Panels QA Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) dor (.AUTHORIZED RF_PRESENTATIVE,1 of (OWNER) (CONTRACT) Signature (first and last name): fY �/41 • Q - u DATE: Printed Name: C n rti yn o�' E DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Reviewer. BUILDING DEP COMMENTS: Reviewer: I - ( '(I 153 0 PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuation: S31ON1"3N30 o- o v an d N d y N L m 0 QnL.• � C N C y N m E y O L m V O y m m m nm n ° O V n m m U o cc m m e m m VI m 0 O N a 3 c m am m `p nEE mrnE m T y U C U? 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O v ° v U) J_ F Z =1 Y K O O w D F O O a O �1 Z Z mO Jw F Awa W ox mm aoz -nU v¢ Q Z O= U LL p ~ J w J > }J 0] (n Q T w d LL U J Q ? n U w z K 3f102101431d103dS 3A31HOV Ol H1d30 rad ■ E .cam& —1 ` ,/_, 3Ss:H3 _o �e.o'���■x �aa_E� mei _O'N33N■N310•_ #pro"�L_ zeao�__.� § \�t ,eam�am, ��,�ms���a.na 'n,��aem !<< "ONI ONIV33NION3 , (( «'a \ J= K: #rte \( \ \ CD $ - (D of± 3 - s 0-2 ` # ® \f [ Ww \ \j �§ {\E\ ® ([ > / _r § - § - o ))LL§S , (w� £ ! r // }\ \§uj j( ow w ...-- 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.dlengineer.com Commentary At the time of the observation, there were multiple areas of concern. It appears the house has experienced differential vertical movement. This movement was indicated by the cracks in the interior finishes, the cracks in the foundation, and the cracks in the brick veneer. It appears that there has been soil subsidence and moisture accumulation on the north wall of the house that likely exacerbated the foundation movement. Additionally, zip -level measurements taken by Peak Structural show differential vertical movement throughout the house. The north wall of the house is approximately 1.4" lower than the south wall. The below recommendations will help prioritize items by severity. Recommendations The cracks observed in the walls were likely caused by vertical movement of the foundation. These movements are most likely caused by contraction and expansion of the soil due to changing moisture content. The solution is to drain water away from the house and prevent it from infiltrating the soil next to the foundation. The following is a prioritized list of recommended repairs that should be made to stabilize the foundation: • Install (7) new helical piers under the south wall foundation, (5) new helical piers under the west wall foundation, and (6) new helical piers under the north wall foundation to help mitigate vertical movement of these areas. • Monitor the home for further signs of vertical movement, particularly at the center of the house supports. These signs may include new orworsening cracks in the interior finishes, new or worsening cracks in the foundation, floors that become more out of level, and/or doors and windows that become difficult to operate. If further signs of vertical movement are observed, the homeowner should contact DL Engineering for further assessment. • The homeowner may consider having the framing above the slabs floated if they are not currently floated to help mitigate vertical movement of the framing as the slabs move. • Patch and monitor cracks in concrete, brick veneer and drywall. This will give a baseline for any new movement. If new movement is observed, contact DL Engineering Inc. for further assessment. • With any foundation movement, the only way to ensure complete stability is to fully underpin the entire foundation. This observation only addresses the areas that appear to be actively moving. Best Practices for Foundation Maintenance The following best practices are actions to maintain the service life of the foundation that can be applied to all structures. Proper site drainage and placement of vegetation alone may not prevent movement of a structure; however, they are prudent steps to avoid the contraction and expansion of the soil due to changing moisture content. As such we share the following information, which is not property specific, with all our clients. K 9100 W Jewell Ave Lakewood, CO 80232 CIL ENGINEERING, INC. 720-440-9450 www.diengineer.com 12/18/2019 RE: Job# 2019-7042 12061 W. 32°d Dr. Wheat Ridge, CO 80033 As requested, a site visit and observation were performed at the property located at the address above on 12/16/2019 at approximately 9:30 a.m. by Kelly Hoiness, PE. The purpose for the site visit and observation was to review the structure for movement of the foundation. The subject property is a split-level home (consisting of an upper level, main level, and lower level) with a basement and addition located in an established neighborhood. The building is assumed to be built in 1962 (based on an online search of the Jefferson County Assessors records). The foundation is constructed of concrete and is assumed to be on spread footings. The house appears to be constructed of wood with brick veneer. The observation was visual and limited to the exterior and the interior house. No observation was performed on the roof structure. For purposes of this report we assume that the house faces south. Observations • Cracks in the interior finishes on the main, upper, and lower levels, multiple areas • Separation around the lower level wall finishes, several places. It was unclear if the walls above the slabs are floated. • The slab on the southwest corner of the lower level has subsided • Cracks in the basement slab that appear to have been previously patched • Small cracks in the south foundation wall, some of which appear to have been patched/painted • Separation on the north foundation wall where a door to the outside was previously enclosed • Cracks in the fireplace brick on the lower level • Cracks in the garage slab • Cracks in the south wall sidewalk slab • Cracks in the brick veneer on the south wall • Separation between the brick veneer and front door trim • Separation between the brick veneer and south wall windows that appears to have been patched • Unlevel utility meter on the west wall • Cracks in the brick veneer on the west wall • Cracks in the brick veneer on the north wall • Soil that has subsided against the north wall foundation. The homeowner indicated there was previously a deck covering this area. • Old stair well concrete on the north wall that has been partially removed • Separation between the brick veneer and the north wall window • Corrosion on the metal window wells on the north wall 1 R xA 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.dlengineer.corn Site Drainage • The moisture around foundation elements must be controlled for the useful life of the building. Lack of proper drainage is often a contributing factor to foundation damage observed. The site drainage around the structure must be maintained such that precipitations will quickly drain away. The use of proper slope slabs -on -grade, moisture barriers, swales, and surface/subsurface drainage systems are strongly recommended. Extensions should be attached to properly functioning downspouts and roof drains such that they discharge a minimum of 10 feet away from the structure. Site Vegetation • The vegetation around the perimeter of the structure can eventually lead to foundation movements. Vegetation can hold moisture in soil and create excessive pressure on the foundation system. In order to reduce the risk, bushes, shrubs, and trees should be carefully removed by an experienced professional. Care should be taken to not further disturb or damage the existing foundation system. • Planters and other surface features which could retain water should be eliminated and properly graded to reduce the possibility of moisture infiltrating around the foundation. Figure 1: Crack in the interior finishes, main level 3 an9100 W Jewelt Ave OW`° Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.diengineer.com Figure 2: Crack in the interior finishes, main level Figure 3: The slab on the southwest corner of the lower level has subsided Figure 4: The slob on the southwest corner of the lower level has subsided Figure 5: Separation around the lower level wall finishes 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.dlengineer.com Figure 4: The slob on the southwest corner of the lower level has subsided Figure 5: Separation around the lower level wall finishes 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.dlengineer.com Figure 6: Separation around the lower level wall finishes Figure 7: Separation around the lower level wall finishes 9100 W Jewell Ave T Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.dlengineer.com Figure 8: Separation around the lower level wall finishes Figure 9: Small cracks in the south foundation wall, some of which appear to have been patched/painted 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING. INC. 720-440-9450 www.dlengineer.com Figure 10: Cracks in the basement slab that appear to have been previously patched Figure 11: Cracks in the basement slab that appear to have been previously patched Figure 12: Small crack in the south foundation wall Figure 13: Separation on the north foundation wall where a door to the outside was previously enclosed tri 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING. INC. 720-440-9450 www.dlengineer.com Figure 12: Small crack in the south foundation wall Figure 13: Separation on the north foundation wall where a door to the outside was previously enclosed 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING. INC. 720-440-9450 www.diengineer.com Figure 14: Separation on the north foundation wall where a door to the outside was previously enclosed Figure 15: Separation on the north foundation wall where a door to the outside was previously enclosed 10 kw _ __ -' 9100 W Jewell Ave F4--rLakewood, CO 80232 CIL ENGINEERING, INC. 720-440-9450 www.dlengineer.com Figure 16: Small crack in the south foundation wall Figure 17: Cracks in the fireplace brick on the lower level 11 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.dlengineer.com irl I 'A119U�O I1�1 Figure 18: Separation around the lower level wall finishes Figure 19: Separation around the lower level wall finishes 12 a 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.dlengineer.com Figure 20: Separation around the lower level wall finishes Figure 21: Crack in the interior finishes, lower level 13 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.dlengineer.com Figure 22: Crack in the interior finishes, lower level Figure 23: Crack in the interiorfinishes, lower level 14 9100 W Jewell Ave ` Lakewood, CO 80232 ❑L ENGINEERING. INC. 720-440-9450 www.dlengineer.com Figure 24: Crack in the interior finishes, lower level Figure 25: Crack in the interior finishes, lower level 15 No=r 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.diengineer.com Figure 26: Crack in the interior finishes, lower level Figure 27: Crock in the interior finishes, lower level Figure 28: Crack in the interior finishes, lower level Figure 29: Crack in the interior finishes, lower level 17 9100 W Jewell Ave Lakewood, CC 80232 OL ENGINEERING, INC. 720-440-9450 www.dlengineer.com Figure 28: Crack in the interior finishes, lower level Figure 29: Crack in the interior finishes, lower level 17 NO r 9100 W Jewell Ave WOW Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.diengineer.com Figure 30: Crock in the interior finishes, lower level Figure 31: Crock in the interior finishes, lower level 18 Figure 32: Crack in the interior finishes, lower level Figure 33: Crack in the interior finishes, lower level 19 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.dlengineer.com Figure 32: Crack in the interior finishes, lower level Figure 33: Crack in the interior finishes, lower level 19 OL ENGINEERING, INC. 9100 W Jewell Ave Lakewood, CO 80232 720-440-9450 www.dlengineer.com 9�fl9C�0�9SJ° f .,. :_._. Figure 34: Crack in the interior finishes, upper level 9��964��g Figure 35: Crack in the interior finishes, upper level 20 mr _ 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.dlengineer.com Figure 36: Crack in the interior finishes, upper level 't - — Figure 37: Crack in the interior finishes, upper level 21 Figure 38: Crack in the interior finishes, upper level Figure 39: Crack in the interior finishes, upper level 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.dlengineer.com Figure 38: Crack in the interior finishes, upper level Figure 39: Crack in the interior finishes, upper level t_ 9100 W Jewell Ave �" Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.dlengineer.com Figure 40: Crack in the interior finishes, upper level Figure 41: Crack in the interior finishes, upper level 23 OL ENGINEERING, INC. 9100 W Jewell Ave Lakewood, CO 80232 720-440-9450 www.dlengineer.com Figure 42: Crack in the interior finishes, upper level i UMMO Figure 43: Cracks in the garage slab 24 �. 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.dlengineer.com Figure 44: Cracks in the garage slab Figure 45: Cracks in the south wall sidewalk slab 25 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING. INC. 720-440-9450 www.dlengineer.com Figure 46: Separation between the brick veneer and front door trim Figure 47: Separation between the brick veneer and front door trim 26 OL ENGINEERING, INC. 9100 W Jewell Ave Lakewood, CO 80232 720-440-9450 www.diengineer.com Figure 48: Cracks in the brick veneer on the south wall Figure 49: Cracks in the brick veneer on the south wall 27 a . . \• , , i , i " 2116/2019 i 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.dlengineer.com Figure 52: Separation between the brick veneer and south wall windows that appears to have been patched Figure 53: Separation between the brick veneer and south wall windows that appears to have been patched 29 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING. INC. 720-440-9450 www.dlengineer.com Figure 54: Unlevel utility meter on the west wall Figure 55: Cracks in the brick veneer on the west wall 30 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.dlengineer.corn Figure 56: Cracks in the brick veneer on the west wall Figure 57: Cracks in the brick veneer on the west wall 31 i b/ 20 19 re_ "a 9100 W Jewell Ave W4`" Lakewood, CO 80232 DL ENGINEERING, INC. 720-440-9450 www.dlengineer.com Figure 60: Crocks in the brick veneer on the west wall Figure 61: West wall 33 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.dlengineer.com �St :17 f �.airr'g� _ Z � ' j{ Y ♦ 4 Figure 62: Crocks in the brick veneer on the north wall 9�O96D��J�S Figure 63: Cracks in the brick veneer on the north wall 34 rW OL ENGINEERING. INC. .. I C M� 9100 W Jewell Ave Lakewood, CO 80232 720-440-9450 www.dlengineer.com Figure 64: Soil that has subsided against the north wall foundation. The homeowner indicated there was previously a deck covering this area. Figure 65: Old stair well concrete on the north wall that has been partially removed 35 l 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING. INC. 720-440-9450 www.dlengineer.com Figure 66: Crocks in the brick veneer on the north wall Am ft ,171a , Figure 67: Cracks in the brick veneer on the north wall 36 •r� 9100 W Jewell Ave NOW-- Lakewood, CO 80232 OL ENGINEERING. INC. 720-440-9450 www.dlengineer.com Figure 68: Separation between the brick veneer and the north wall window Figure 69: Cracks in the brick veneer on the north wall 37 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC- 720-440-9450 www.diengineer.com Figure 71: North wall 38 .k Gr Figure 70: Corrosion on the metal window wells on the north wall Figure 71: North wall 38 Figure 72: East wall In as much as the site review of an existing structure for the purpose of observing the structure conditions requires that certain assumptions be made regarding existing conditions and because some of these assumptions may not be verifiable without expending additional sums of money or destroying otherwise adequate or serviceable portions of the building, the Client agrees that, except for negligence on the part of the Engineer, the Client will hold harmless, indemnify and defend Engineer from and against any and all claims arising out of the professional services we have provided. If you should have any further questions, please feel free to contact me at (720) 440-9450 or khoiness@dlengineer.com Ke I Digi Aft - ned by Kelly Hotness ON: D Hoiness. s. otne o=DL Eng Sincerely, E=khoines¢@ com OReason: l' he or of this H Goss doc�ments Date: 2n: r ` Date: 2019-12 Kelly Hoiness, PE 0054409 AQ ONAL EAG\ EXP. 10/31/21 39 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.dlengineer.com Figure 72: East wall In as much as the site review of an existing structure for the purpose of observing the structure conditions requires that certain assumptions be made regarding existing conditions and because some of these assumptions may not be verifiable without expending additional sums of money or destroying otherwise adequate or serviceable portions of the building, the Client agrees that, except for negligence on the part of the Engineer, the Client will hold harmless, indemnify and defend Engineer from and against any and all claims arising out of the professional services we have provided. If you should have any further questions, please feel free to contact me at (720) 440-9450 or khoiness@dlengineer.com Ke I Digi Aft - ned by Kelly Hotness ON: D Hoiness. s. otne o=DL Eng Sincerely, E=khoines¢@ com OReason: l' he or of this H Goss doc�ments Date: 2n: r ` Date: 2019-12 Kelly Hoiness, PE 0054409 AQ ONAL EAG\ EXP. 10/31/21 39 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: 4 ca T - F,, Job Address: )6kd (� 1(A) -32- n• Permit Number: 0�D ) d) O&,g /r41 I(004 4 )s--)1-ot ❑ No one available for inspection: Time d i r AWPM Re -Inspection required: Yes 60/) When corrections have been made, call for re -inspection at 303-234-5933 Date: 10/ / t6 Inspector: 6S -T DO NOT REMOVE THIS NOTICE rl 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: t°f f-- 6 Job Address: i a o 1 L-) J7 , Permit Number: aCD I�-1 loo LO ❑ No one available for inspection: Time411"; � e Re -Inspection required: No When corrections have been made, call for re -inspection at 303 -234 - Date: % z? Inspector: -C DO NOT REMOVE THIS NOTICE A i CITY OF WHEti,RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 300 '-m j/-00' Job Address: 12061 L-/ 32nd �'ir. Permit Number: 2 01 � 01 O Z 0 r — i'}^ r•n �-��tJ �-1l:,i r'!S L_s f�//(�/�-1 _d.� 1;��lr- �c_�/" ❑ No one available for inspection: Time 12 :-/ n A Re -Inspection required: Yes Nd When corrections have been made, call for re -inspection at 303-234-5933 Date: `; Inspector: L i r-6 Lvv-e7- DO NOT REMOVE THIS NOTICE C� A City of Wheat Ridge Residential Roofing PERMIT - 201801028 PERMIT NO: 201801028 ISSUED: 04/12/2018 JOB ADDRESS: 12061 W 32nd DR EXPIRES: 04/12/2019 JOB DESCRIPTION: Reroof remove and install GAF Armorshield II Asphalt Shingles with 34 squares. Pitch 2/12, 4/12. House and Shed. *** CONTACTS *** OWNER (303)915-2323 OSSE DAVID J SUB (303)658-0390 Troy Buskirk 110235 Red Diamond Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 12,700.00 FEES Total Valuation 0.00 Use Tax 266.70 Permit Fee 251.85 ** TOTAL ** 518.55 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. 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) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201801028 PERMIT NO: 201801028 ISSUED: 04/12/2018 JOB ADDRESS: 12061 W 32nd DR EXPIRES: 04/12/2019 JOB DESCRIPTION: Reroof remove and install GAF Armorshield II Asphalt Shingles with 34 squares. Pitch 2/12, 4/12. House and Shed. i, by rnsignatuam thre, do hereby attest that the work to be performed shall comply withal] accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I e legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thisermit. 1 further attest that I am legally authorized to include all entities named within this document as parties to the work to be perfo d and that all or . to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. (�LA Q Signature of OWNER or CONTRACTOR (Circle one) D e I . This permit was issued based on the information provided in the permit application and accompanying )tans 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 1 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 Budding Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or grantingf a permit shall not be construed to be a permit for or an approval of, any violation of any provision of any applical lAode or any orlipance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Ailding Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Lagenia Reimer Z 0 ZO lL 2� From: no-reply@ci.wheatridge.co.us Sent: Monday, April 16, 2018 12:06 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 12061 W. 32nd Dr., Wheat Ridge, CO 80033 Property Owner Name Kate and Dave Osse Property Owner Phone 303-915-2323 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Field not completed Address Do you have a signed Yes contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed scan0010.pdf Contract CONTRACTOR INFORMATION Contractor Business Red Diamond Roofing Name Contractor's License 110235 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-658-0390 Number (enter WITH dashes, eg 303-123-4567) Contractor Address 7000 N. Broadway Suite 101, Denver, CO 80033 (Primary address of your business) Contractor Email Address tara@reddiamondroofing.com Retype Contractor Email tara@reddiamondroofing.com Address DESCRIPTION OF WORK TOTAL SQUARES of 34 the entire scope of work: Project Value (contract 12,700 value or cost of ALL materials and labor) Are you re -decking the No roof? Is the permit, for a flat Pitched roof (2:12 pitch or greater) roof, pitched roof, or i both? (check all that apply) What is the specific pitch of the PITCHED roof? How many squares are part of the PITCHED roof? Describe the roofing materials for the PITCHED roof: Type of material for the PITCHED roof: Provide any additional detail here on the description of work. (Is this for a house or garage? Etc) 2:12, 4:12 34 GAF Armorshield II Asphalt Complete re -roof. Re -shingling the house and shed. SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal 3 LI 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. Name of Applicant Tara Olson Email not displaying correctly? View it in your browser. edDiamnnd r R 0 OF I AV G Ink t.l Client Name: DAVt e l ATE e�kr; ' vvV IVUIIIUC.1. Project Manager: 'gR "N'l Es✓A C L7 Address: �0 42,04/ Al 3.z - J,` Rf ✓e Project Manager Phone - Sao City, Stat e:,r / /c ATZip: AMY—? I Insurance Provider: /7 Municipality: NEg rrP1�c Policy Number: Phone 1: _ DAvC - 3e3- 9$17- 7 -?9e Claim Number. Q9 3 3 - Phone 2: Insurance Deductible: J D Ooo. Email: Insurance Coverage: ❑ RCV ❑ ACV ❑ Code Upgrade Date: Mortgage Company: acope or moor vvorK to oe completed by Red Diamond Roofing T Obtain Permits and Coordinate Inspections as Necessary to Ensure Code Compliance Tear Off Z Layer(s) of Composite Shingles Layer(s) of Wood Shake Shingles Layers) Other ❑ Replace/ Install Decking (1/2" OSB typically) Describe Location: tko, Install ice & Water Barrier: Eaves �7"�' Valleys Intrusions LXt Install Perimeter Flashing (Drip Edge): IXI Eaves �,,[ Rakes [-]Color:v N+YC f 7rf+t Install Underlaymenk ❑154 Fell [:]304 Felt (l\ (Synthetic IM Manufacturer:_ (7A� Install New Roofing: ❑30YR ❑40YR 050YR Lifetime IR�S�J� (� S Series: Closed Valley with Approved Underiayment [_-]Open Valley with Valley Metal W Color fry Initial: ❑ Install Standard Ridge ❑ Install High Profile Ridge E] Install Ridge Vent Replace Pipe Jacks ❑ Replace Bath Vents ❑ Replace Heater Caps And Base ❑ Replace Atli, Vents Turtle Type Vent(s) Turbine Vent(s) [:]Other: Replace Damaged Flashing as Required by Local Code or as Prescribed by Insurance Company's Adjuster Report Paint Pipe Jacks and Vent Stacks to Match Shingles J /� �/ ,// / ❑ Existing Low Slope Roofing Type_�O�%/L`NQ j}17V,1Ve,4 Replace With: iQ/ 1,Eu /iVE," ❑ Clean Up All Construction Debris and Haul Away) •i�r�'7G'p Total Roof Upgrades (applies only if Customer Decides to Upgrade their Current Roof System}; . Roof Price �f. Special Instructions: ITotal Upgrade Cost to C S11416ID By signing this agreement the Property Owner authorizes Red Diamond Roofing Inc to represent the Property Owner's best interest in pursuit of roof replacement or repair due to storm damage. This contract does not obligate the Property Owner or Red Diamond Roofing Inc until the claim is approved by the property owner, insurance company and accepted by Red Diamond Roofing. Upon approval of claim, Red Diamond Roofing will complete the specified roof agreeable to the property owner, insurance company and Red Diamond Roofing Inc with no additional cost to the Property Owner except for the insurance deductible. Insurance agreed upon price will become the final contract price, and Red Diamond Roofing will receive all insurance proceeds and supplements for work completed by Red Diamond Inc. As the op Ow I ( agree to all contract conditions on the front and back of this agreement. Client SignatureDate Red Diamond Rooting Inc Representative Date -Ig 7000 N Broadway, Unit 401 Phone: (303) 658.0390 Denver, co 80221 Please make all checks payable to "Red Diamond Roofing" Fa u (303) 284.4067 INSPECTI N RECORD INSPECTIO ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Type � I 1 " U Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter 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 Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather r i CITY OF WHEAT RIDGE r _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Fy) d Job Address: I OGi l ?2 Permit Number: ZO L-209 0Go ❑ No one available for inspection` Time ?S�M/,PM Re -Inspection required: Yes No 0 When corrections have been made, call for re -inspection at 303-234-5933 Date: ' Inspector: --kr PrP DO NOT REMOVE THIS NOTICE � ` A , City of Wheat Ridge r :�` Resid. Windows/Doors PERMIT - 201704920 PERMIT NO: 201704920 ISSUED: 07/27/2017 JOB ADDRESS: 12061 W 32nd DR EXPIRES: 07/27/2018 JOB DESCRIPTION: Install one egress window and window well - width of window to remain unchanged; u -value = .26 *** CONTACTS *** OWNER (303)947-7290 OSSE DAVID J SUB (303)438-6888 Jim/Loralee Dischner 060085 Egress, Inc (dba: Dischner Con *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,128.00 FEES Total Valuation 0.00 PA'a I D Use Tax 107.69 - Permit Fee 140.90 ** TOTAL ** 248.59 *** COMMENTS *** *** CONDITIONS *** Windows shall comply with all applicable codes, have a .32 or better U -factor and shall be safety glazing if within a tub enclosure, less than 18 inches above the floor or within 24 inches of a vertical edge of a door. 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 byAhal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be peand that 1 w rk to b erformed is disclosed in this document and/or its' accompanying approved plans and specifications. ignature of OWNER or R (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 andprocedures 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 an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinanc r r uplattioon oof.tbi risdi ion ;Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of "geeCOMMUNITY DEVELOPJENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 FOR OFFICE USE ONLY Date: Plan/Permit #a0jj0qq)f_X Plan Review Fee: Building Permit Application Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. **' Property Address: � % 2,�/�'j/f/) Owner Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer: Architect/Engineer E-mail: Contractor: Phone: Contractors City License #:.64 J� Phone:,e Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESIDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIA C REPAIR or REPLACEMENT :OTHER (Describe) 'o (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) oris // ��� t��/�---��i�l �' Sq. FULF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: ^ (OWNER),(,CONTRACTOR) or (AUTHORIZED PRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAMETI,y�V1 ► " a(16"e 2-- SIGNATU 1,M 1776 7 DEPARTMENT USE ONLY ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer- PROOF eviewer PROOF OF SUBMISSION FORMS Fire Department Q Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District [] Received ❑ Not Required OCCUPANCY CLASSIFICATION: Building Division Valuation: $ rr 0 --o N - - N �(------------------------ II I I I I I I I I I I I I I I I I I I ILLI I I I I I LZ O I I Z (= W 2 W Q U) 0 I I I I I I wDm I I I I I I I I I I I I I I I I W I I I I I I QU F - z Q Q c Q O J U W -j O�LU U W Q> O UJ Of U W Z Q 06 U) U Z O U (D z X W W U) O W 06 Q N U) (D Z � H W O W Q W 0 J U = J W H QU () U Z W � z LL ao M O W W Q d Z T () Z � O Z U),6 W Q W 2i F- U) co W11 U) W O W U O Q� [fl 2' mi -- W > W'T X ZOW f- 0 � `�, O vN X Q W X U M SCl Q o a Z I- p C') O CD CD ZZ �= O U) z \ z Q oQ U) CO w p \ D U O -j W U W W --� 0 W Q a. Z I U) I V U) U Z O U (D z X W W U) O W 06 Q N U) (D Z � I W W W 0 QU U Q 0 F- 0 J_ Q LL D 0 } V Z d J W m N I I I F------------------------- I I I I I I I I I I I I I I I I I I p W w f - I I I I I b O=z z c_A W N H z W w o LnE-Lu) p Z m I I I W D I I I I I I I I I I I I I-- --- I I I I I I Q ---------- ----------J Z F- Q � W W W J= W F- U _ J !Y Z C) LLJ p cV - _ Z 75- F - z_ r M O W LL z� U ¢ a F- Q o U - c)2i 0 z 2¢ w U) w� cwnw FOO, W (D� Q0� CO - w wv m [if (i > X —p p F -O 'T N cn X Q w X O N W C7 p 2' O C- M= Z F- p MO z z U) zz \ Q pW Q O C) W p D o -1 J X X U W U W w —--/----� O F- \ U) a_z F- Q' d p � Q OJ U _ W J J O�� U w Q� O wWU z Q 06 U) U z O U z H x w LU U) U) O w o p Z N p Cl) N U) F - Q c9 Z p o N r w 0 U) O U w p Q Q 0 w U G11V/ GV1. L 1G 1V YL'1 1-1LVl'1 1'LLR VGS wGd Priem . ^i n WINDOWS & DOORS A Division of Euramax international, hic. 1660 TIDE CT, SUITE B Phone: 800-827-4369 VVOODLAND, CA 95776 Fax 800-601-3227 www.Ame,-imaxWindovvs.com EGRESS INC DBA DISCHNER SOLD CONSTRUCTION SERVICES 2963 W 91ST PLACE TO ATTN: ACCOUNTS PAYABLE DENVER, CO 80260 USA Ph:(303) 919-5665 FAX:(; SALES ORDER NO DATE ORDERED 1583642 102110117 CUSTOMER P.O. PRICE CLASS STOCK ' 001 CONTACT SLS REP CODE Laura Lee 604 SHIPPED VIA FOB POINT WEDNESDAY ORIGIN PAYMENT TERMS TAX CODE NET 30 CO DIS201 EGRESS INC DBA DISCHNER j SHIP CONSTRUCTION SERVICES 2963 W 91ST PLACE TO ATTN: ACCOUNTS PAYABLE DENVER. CO 80260 USA Ph:(303) 919-5665 LINE I PRODUCT/ DESCRIPTION ORDERED I DELIVERY DATE UNIT PRICE EXT'D_ PRICE ' 001 VW26001LC 03/01/17 I 2600 1 LITE CASEMENT i Aristocrat 1 -LITE (X) WHT { Block -Frame 29-1/2" x 46" 76 -UI, STD Handle Glass: 3/4" -double 1/8 LOWE 270 & 1/8 CLEAR Right -Hand Hinge:Right Argon Gas, Egress Hdwr. Screen: Lia -Frame F L FIBER U-Value=0.26 S C=0.25 VLT=0.46x* 002 VW_ )ILI 03/01/17 2600 1 E CA MENT Aristocrat 1 E (X) WHT Block-Fram 9- " x 46" 76-Ui, STD Handle Glass: 3 '-Double LOWE 270 & 1/8 CLEAR Left -Hand Hinge -.Left Argon as, Egress Hdwr. Scr n: Lip -Frame FULL FIBER "U -Value 0.26 SHGC=0.25 VLT=0.46** 003 00 C 03/01/17 2600 - I E CASEMENT Aristo at -LITE (X) WHT Blot Frame _ -1/2" x 48" 78 -UI, STD Handle t GI- s: 3/4"-Doub 8 LOWE 270 & 1/8 CLEAR Right -Hand Hinge:Right i Ar on Gas, Egress Hdwi. S..reen: Lip -Frame FULL FIBER 004 **U -Value .26 SHGC=0.25 VLT=0.46** V (ic)01 03/O1J17 i 2600 1 E CASEMENT Aristo at -LITE (X) WHT Bloc / Frame -1/2" x 48" 78 -UI, STD Handle Please respond IMMEDIATELY with any corrections. DO NOT re - send original Order Form. Thank you. SUBTOTAL b A`: Page 1 W1 TOTAL:F CONTINUED L 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: N/d [ r DF Job Address: /~b11 1 `a S z Permit Number: 02 q/6 2. ,ll d,~ic~~vP~' . ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes IN When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspector: R/ DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ) ) L Job Address: O (,,l t/U :i ,9,A) D D Permit Number: 69 ,3/ ( 2 t o J No one available for inspection: Time AM/PM Re-Inspection required: Yes No "When corrections have been made, call for re-ins ectio 303-234-5933 Date: - ' D Inspector: DO NOT REMOVE THIS NOTICE ♦ 4' CITY OF, WHEAT RIDGE r Building Inspection Division f (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION /NOTICE Inspection Type:a rl-J~ / iil~f: i Job Address: t c' 1 W, Permit Number: f~41~(f 7 ❑ No one available for inspection: Time A PM Re-Inspection required: Yes When corrections have been madefca0l, orinspection at 303-234-5933 1 1) ~z Date: t if t? Inspector: k TL, DO NOT REMOVE THIS NOTICE City of Wheat Ridge r4000r- Residential Roofing PERMIT - 093162 PERMIT NO: 093162 ISSUED:: 10./08/2009 JOB ADDRESS:.` 12061 'W 32ND DR -:EXPIRES: 04/06/2010 DESCRIPTION:T/o: -Install 31 sqs w/GAF/E1kPrestique. ***CONTACTS owner 303/947 7290 Kathleen Osse go 303/242-8444 Jerod Raisch 09-0053 Metro Construction Inc PARCEL INFO ZONE CODE; UA USE: UA SUBDIVISION: r. 0697. BLOCK/LOT#: 0/, FEE SUMMARY ESTIMATED PROJECT VALUATION: 17,140.00 FEES Permit Fee 381.30 ' Total Valuation .00 Use Tax 308.52 TOTAL ^(r ~S r 689.82 Comments: Conditions: 6 nail installation & mid roof inspection required. Board'sheathing spaced more thana 1/2 of an inch apart requires plywood overlay on entire roof. Ice and water 'shield --required from eave edge to 2' inside exterior walls. ***Contractor/Property owner. shall provide ladder(s) secured in place for inpsections. Subject to field inspection: - I hereby certify.. that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions' of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this appli ation an that I assume full responsibility for compliance with the Wheat Ridge Building Code '.(I.B.C) and all other appli ble Whe Ri 0 dinances, for work under this permit. Plans subject to field inspection. Sign ore of c ntractor/owner -date This permit as 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 fora 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 anew permit. No work of any. manner shall be donee.. that will (change the natural flow of water causing a. drainage problem. Contractor shall notify the Budding 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: Theissuance of a permit or the approval of drawings and!. specifications shall not be construed to be a permit for, nor an approval of., any yr a ion of the provisions of the building codes or any other ordinance, law, :rule or regulation. All plan revie ct to field' inspections. ignature of Chi sBU ivg :Official date :NSPECTION EQUEST LINE: (303)234-5933 BUILDING:. OFFICE:'. (303)235-2855 .EQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. oe W"r?r~ City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 c o Inspection Line: 303-234-5933 oLORP~ - Building Permit Application Property Address: ~Z()I JZV~~ ~~1~~ Property Owner (please print): Mailing Address: (if different than property address) Address Date: Plan Permit Phone: l q3 7296 City, State, Zip Contractor: S ~ Contractor License 09 -CD Phone: (4 Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Use of space (description): Construction Value: $ J I/o Description of work: ras calculated per the Building valuation Data sheet) 3v I,-~~~){~ ~7JY6)h~ 7~SQS PlanReview(due at time of submittal):$ IIY Dom- GFJ~-/~7(L Y~S~tGZru ?JIQej op Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that 'I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit.. Plans subje rasp ion. CIRLCE ONE:: (OWNER)(CONTRACTOR or PERSONAL REPRESENTATIVE f(OWN R) (CONTRATOR) I~.. PRINT NAME:~R© 1ST SIGNATURE: / Date: DEPARTMENT ME ONLY ZONING COMMENTS: Zoning: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: OCCUPANCY: FIRE DEPARTMENT:: 13 approved w/ comments E] disapproved El no review required Bldg Valuation: $ INSPECTION RECORD o ccupancy /Type 'V1NSPECT 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. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Lath /Wall tie Stemwall / (CEG) Concrete Encased Ground Mid -Roof �f f Reinforcing or Monolithic Electrical Service Weatherproof / French Drain Sewer Service Lines Water Service lines CONCRETE SLAB FLOOR Electrical (Underground) Heating (Underground) NU UUNGRETE ROUGHS Sheathing _ C1 e rX r�� '�. •�'tr,� Lath /Wall tie Mid -Roof �f f Electrical Service Rough Electric Rough Plumbing Gas Piping Rough Mechanical AGUVt INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing Insulation Drywall Screw FINALS Electrical Plumbing Mechanical Roof Building Final ' Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. * * NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER