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2686 Newland Street
From: no-reolvCalci.wheatridae.co.us To: CommDev Permits Subject: Online Form Submittal: REVISION APPLICATION Revisions to Permit Date: Tuesday, March 29, 2022 2:17:58 PM CAUTION:This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Report any suspicious activities to the IT Division. REVISION APPLICATION Revisions to Permit Permit Number 20210005 assigned to project PROPERTY INFORMATION Permit Number 20210005 Property Address 2686 Newland Street Property Owner Name Kelly Cleary Property Owner Phone 2139240352 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email asiri.L.perera@gmail.com Address CONTRACTOR INFORMATION Contact Name Asiri Perera Contact Phone Number 213-924-0352 (enter WITH dashes, eg 303-123-4567) Contact Email Address asiri.L.perera@gmail.com Retype Contact Email asiri.L.perera@gmail.com Address DESCRIPTION OF WORK Detailed Revised Request to modify northside setback for the approved storage Scope of Work - unit plan from 4 feet to 5 feet. Provide a detailed description of the change in scope of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc Engineer Letter (if Field not completed. applicable) Additional Documents Field not completed. on Letter Size Are plans or No documents locked for editing? Construction Plans 2686 Newland St Accessory Revision Approved 12.23.21 scanned on 11'x17" or (1).Ddf larger Additional Project 0 Value Only add what the revised scope of work is valued at. Attach City of Wheat 2686 Newland St Accessory Revision Approved 12 23 21 Ridge Electronic (11 1 ndf Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Submitting Asiri Perera Revision 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: Pic, P, Job Address: metol o i i d `4 Permit Number: 2 07 t�- ❑ No one available for inspection: Time J. 1 :�? A44/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: -� Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE ��9rBuilding Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ? ier i FOOL , SD it Job Address: d,(?86' pt,) IC4 M C J7 Permit Number: 29-,T t i P fr Alo-r V o,& ❑ No one available for inspection: Time 0/'? -0 A/PM Re -Inspection required: (es,, No When corrections are complete, schedule re -inspection online. Date: 3 - �_ 1)* 0 2 ( Inspector: 4ki DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: E0071 6" Im' S Sc� & Job Address:f'� --' 621, Permit Number: 2�0 CD 00—S, 6 � ✓`..iP ,�`°`�� j�j�`� ''tom �s/�+f` �- E ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes,' No When corrections are complete, schedule re -inspection online. Date: _ -25 Inspector: DO NOT REMOVE THIS NOTICE � � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:' Job Address: 6 AAP,6� %Cr, 0 S 74 Permit Number: r? r ❑ No one available for inspection: Time l� X/AV PM Re -Inspection required: Yes When corrections are complete, schedule re -inspection online. i Date: 7 Inspector: DO NOT REMOVE THIS NOTICE � ► � i City of Wheat Ridge Homeowner Addition PERMIT - 202100005 PERMIT NO: 202100005 ISSUED: 02/17/2021 JOB ADDRESS: 2686 Newland St EXPIRES: 02/17/2022 JOB DESCRIPTION: Addition of sun porch and mudroom, removing existing ceiling and wood rafters of second story to create cathedral ceiling. Adding new windows and new stucco. Sq ft: 1,160 *** CONTACTS *** OWNER (562)761-4400 CLEARY KELLY M *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 142,053.60 FEES Total Valuation 0.00 Plan Review Fee 916.11 Use Tax 21983.13 Permit Fee 11409.40 Engin. Review Fee 150.00 Sidewalk Comm Develo 31950.00 ** TOTAL ** 91408.64 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. Prior to issuance of a CO, l tree(s) shall be planted within the front setback. In addition, no less than twenty-five percent (250) of the gross lot area and no less than one hundred percent (100%) of the front yard shall be landscaped. Metal ory structure r yard must be demolished and area landscaped prior to requestings£inal zoning inspection. I, bY tore, do heresy attest that the work to be performed shall comply with all accom yin proved plans and specifications, bppli a�lel�alding codes d all applicable mumci al codes, policies and procedures, and that I am �heplegal owner or have been authonzed y the legal owner of the ' roperty and am authonzed to obtain flus amrt and perform the work descnbed and approved in con'uncfion with trusfpe d�andelltw�olrktotbemis�a�xned. �s�oaeain,�aa�,>.iee a.,aio=ea a��"o••°lnsaocumenta=pda.i,esw aswo�sc�t,ons. per orme pe panying approve p ans an peci Sigrtature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the infoamafion provided' the ami[ applicat'on and accom anying P1. sand specifications and is s ubj ect to the compliance wrth those documentr, and all applicable statutes ordinances, regulations, policies andprocedures. 2. T}us.ped t shto the�date of uaysation. �An ea#epsilon of no more t�heans 180 da�ty' 3 gbestr f �d at the �sc=estiobn of the Clrief B�uil�n pnor pu ys ma gran g Official and may be subject to a fee equal to one-half of the onginal rmit fee. 3. If tlns pemut expses, anew VV ermit may be req d to be obtazned. 1Psauance of a new permit shall be subject to the standard thgmrements, fees and r edures for approval of any new perrmt. Re -issuance or extension of expued perrmts is at the sole discretion of e Chief Builth �g Official and is not guaranteed. q. No work of an shall be perfoamed that shall results in a change. of the natural flow of water without prior ands ed fic a royal. 5. The p tions anddahall not ohfy dor cson eat worksw.ath ut wn'tten aDs�sel of such work finm�thest$a�lidsihed podlic�of aIPre�uire� Division. p=ocee pprov ng an pec ion ermces 6. The issb e code orr anfi� d naanermit shdation of [hist' add'ction. A �t el of workPs�sub� t to � ld ins�ontof any provision of any pphca j y or ce or reg funs pprov lec pec ion. ///�/,✓-✓t/- 02/19/2021 Signature of Chief Building Offic'al Date R8QD85T5 MOST B8 MADE BY 11:59PM ANY BOSIN855 DAY FOR INSPECTION TH8 FOLLOWING BOSIN855 DAY. change to valuation From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Addition to Existing Building Date: Thursday, December 31, 2020 1:47:21 PM Addition to Existing Building THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this Residential or Residential - upload Proof of Submission to Sanitation District Commercial? and Water District Upload Proof of Field not completed. Submission to Sanitation Department Upload Proof of Submission to Water Department PROPERTY INFORMATION Property Address 2686 Newland Street Property Owner Name Kelly Cleary Property Owner Phone 562-761-4400 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" kellyc663@gmail.com APPLICANT INFORMATION Applicant Name Kelly Cleary What is your role in the Property Owner project? Contact Phone Number 213-924-0352 (enter WITH dashes, eg 303-123-4567) Contact Email Address for Plan Review Comments asiri.1.perera@gmail.com Retype Contact Email asiri.l.perera@gmail.com Address DESCRIPTION OF WORK Detailed Scope of Addition of 1,160 SF., demo of existing sunporch/mudroom, Work - Provide use of reconfiguration/layout of interior walls, add 35 SF porch, remove addition (i.e. master existing ceiling/roof rafters of of existing 2nd story to create a bedroom with master cathedral ceiling, new windows and new stucco. bathroom); Indicate Field not completed. mechanical, electrical, plumbing scopes Location of Work Remodel and addition to existing house. Square Footage of 1,160 Addition Asbestos Report Field not completed. Engineering Letters, Field not completed. Energy Calcs and Other Letter Size Attachments Construction Plans 2686 Newland Street Drawinas 12 31 2020 udf scanned on 11'x17" or larger Provide Passcode for Field not completed. Plans if locked Project Value (contract $50,000 122.46*1160sgft=$142,053.60 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Kelly Cleary 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. City of P` WheatR,0ge CITY OF WH/AT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 11/30/2020 Project Address: 2686 Newland Street Name of Firm/Individual submitting documents: Kelly Cleary Project Type/Description: Addition and remodel to an existing 1,918 square foot home. Adding on a total of 1,077 square feet. The final square footage of house will be approx. 3,225 square feet. Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY William P. Willis * , am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. AgenCV represented: (Please check one) Agency Notes: Applicant must meet all standards and requirements of the District including the attached letter. Signature: / /�//'GG * Date: 12-01-2020 � Wheat Ridge Sanitation District o Wheat Ridge Water District 0 Clear Creek Sanitation District o Consolidated Mutual Water District 0 Fruitdale Sanitation District 0 Valley Water District 0 Westridge Sanitation District 0 Denver Water Other 0 Agency Notes: Applicant must meet all standards and requirements of the District including the attached letter. Signature: / /�//'GG * Date: 12-01-2020 ./�AMAULT MARTIN/MARTIN 00000"CONSULTING SU LTING ENGINEERS December 1, 2020 Asiri Perera Email: asiri.l.perera@gmail.com Re: Wheat Ridge Sanitation District -2686 Newland Street Martin/Martin, Inc Project No.: 17.0633 Dear Asiri Perera, On behalf of the Wheat Ridge Sanitation District (WRSD), Martin/Martin Inc., acting as the District's Consulting Engineer, offers the following in response to the site plan received December 1, 2020, concerning a proposed addition at the above referenced address. The Wheat Ridge Sanitation District has no objections with the proposed development conditional on the items identified herein are fully addressed. The following are general requirements for sanitary sewer service. Rules, Regulations and Standards of the District must be complied with at all times. The subject lot appears to be entirely within the service and boundary area of the Wheat Ridge Sanitation District. Treatment of sewage generated within the Wheat Ridge Sanitation District is provided by Metro Wastewater Reclamation District. Existing District Sanitary Sewer Mainline(s) Wheat Ridge Sanitation District has the following sanitary sewer mains in the vicinity of the proposed property: • 8 -inch mainline running north to south, west of the referenced property within Newland Street. It appears the property may be serviced by gravity flow; however, the owner/developer is responsible for determining horizontal locations and vertical depths of the existing sanitary sewer main(s) and potential conflicting utilities, to verify if service and gravity flow is feasible or if a private individual sewage ejector (lift station) is required. The issuance of a sewer tap permit by the District does not in any way guarantee that the property can be served by gravity flow. No underdrain or storm sump pump connections to District facilities are allowed. Utility Locates All projects must meet Colorado Revised Statue Title 9 for proper notification to the Notification Association by the Developer's professional engineer. It is also the owner's responsibility to include electronic locators on all new underground facilities, including service lines up to the structure or building being served. Submit details for tracer wire and associated test stations. Proposed Addition If the proposed addition requires a water meter upsizing, the District will need to review and approve plans prior to construction. If a water meter size increase takes place, the District must be informed immediately, and appropriate sanitary tap fees must be paid prior to acceptance. In addition, the District will require review to determine if an additional service connection and associated tap fee is required. Please provide a letter from the water service provider with a determination of water meter size. Costs All costs involved are to be deposited in advance—engineering, reviews, legal, construction, observation and inspections — are the responsibility of the Owner/Developer at the then current rate fee structure. Please be aware all connection fees are due prior to connection. MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTINMARTIN.COM Wheat Ridge Sanitation District -2686 Newland Street December 1, 2020 NAMPIPEZ A verification of water meter sizing for all units/buildings will be required prior to a tap application completion. Full addresses of each sanitary service are also required. If credits for SFRE's are being requested for existing units(s)/buildings, the Developer must provide existing addresses, meter size, and if applicable, abandon the sanitary tap at the mainline (District observation and fee is required) prior to final new connection acceptance. A minimum 72 - hour notice prior to construction is required following District receipt of all fees. These fee amounts can be paid directly to the District Office prior to connection, payable to Wheat Ridge Sanitation District, which also collects Metro Wastewater's "connection fees'. Any questions regarding this document, please contact us at (303) 431-6100. Sincerely, Bill Willis, PE Cc: Mike Bakarich —Wheat Ridge Sanitation District Page 212 ONSOLIDATED mutual water December 4, 2020 Asiri Perera 2686 Newland St. Wheat Ridge CO 80214 Re: Change of Use — 2686 Newland St. - Account #01001426-03 Dear Stockholder: Thank you for submitting the Change of Use/Remodel Application for review The existing tap is sufficient to service the fixture count demand listed on the application however the service will need to be brought into compliance with the Company's current minimum specifications (enclosed). The top portion or bell assembly will need to be removed and replaced with two (2) 6" concrete rings and a 20" steel ring. Consolidated will supply the 3/" meter body and ground strap. All work will need to be inspected prior to backfill and inspections can be scheduled through myself or Kris Maravi 48 hrs. in advance at 303-238-0451 If you would like to meet with my inspector on-site to go over the required work please let us know. Sincerely, MISS pson Tap Administrator Enclosure City of W heat RLcge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 11/30/2020 Project Address: 2686 Newland Street Name of Firm/Individual submitting documents: Kelly Cleary Project Type/Description: Addition and remodel to an existing 1,918 square foot home. Adding on a total of 1,077 square feet. The final square footage of house will be approx. 3,225 square feet. Signature of Firm Representative or Individual DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, hi 1 '5s MO) am a duly authorized representative of the agency indicated below_nd do, by my sl nature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o _Wheat Ridge Water District o Wheat Ridge Sanitation District Consolidated Mutual Water District o Clear Creek Sanitation District ❑ Valley Wafer District o Fruitdale Sanitation District o Denver Water o Westridge Sanitation District o Other Agency Notes: c o4 ! 0 �1 ��] 0 ocne_()s - Signature: 10 rJ J_X ASBESTOS FINAL CLEARANCE REPORT 2686 Newland St. Wheatridge, CO November 8, 2016 Prepared for: Steven Silva steventsilva@gmail.com Prepared by: Paula S. Bowers American Veteran Environmental, LLC 13373 N Harback Road Bennett, Colorado 80102 13373 N Harback Road Bennett. CO 80102 7100 Broadway Suite 3A Denver, CO 80221 Office (303) 655-0662 ww .avenv.con •* 1, ;,L {Y RE: Final Air Clearance: 2686 Newland Street Wheatridge, CO INTRODUCTION As requested, on November 8, 2016 American Veteran Environmental, LLC (AVENV) performed a final air clearance for the asbestos abatement project at the above referenced address. This project is a single- family residential dwelling scheduled for interior renovation and is subject to State and Federal regulations for the abatement of asbestos containing materials as regulated by the Colorado Department of Public Health and Environment Air Quality Control Commission (CDPHE). SUMMARY A previous inspection performed by AVENV identified the following asbestos containing materials: present within the house: thermal system duct insulation; sheet vinyl flooring and 12x12 floor tile. In order to comply with renovation and demolition requirements these materials were removed under a full containment enclosure. Three (3) negative pressure air filtration units equipped with HEPA filters were installed within the containment and exhausted filtered air from the interior of the work area to the exterior. The units operated continuously from the time of barrier construction throughout the acceptable final clearance method. 3 -stage decontamination unit 2 -stage standard waste loadout s _ manometer with strip chart recorder HEPA filtration units exhausting filtered air to exterior 13373 N. Harback Road, Bennett, CO 80102 1 Office (303) 655-0662 1 Cell (303) 901-9835 1 Fax (303) 942-5417 AVENV conducted a post abatement visual inspection and final air clearance following the removal of the asbestos containing material. Final clearance activities were performed in accordance with the Environmental Protection Agency (EPA) and Colorado Department of Public Health and Environment (CDPHE) regulations. Final clearance activities were conducted by a CDPHE certified Air Monitoring Specialist (AMS). Removal and disposal of the ACM was performed by EnviroPro Services, Inc. FIELD ACTIVITIES Visual Inspection Prior to collecting air samples for clearance, a post abatement visual inspection was conducted to verify the asbestos containing materials were removed as specified and that the containment was free from visible dust and debris. With only critical barriers in place and the HEPA air filtration units still in operation, the air monitoring specialist (AMS) conducted a walk-through inspection of the regulated work area. Careful examinations of all areas within the containment where debris and water could accumulate and be concealed, were thoroughly inspected. If any area had visible dust or debris, the contractor was required to perform the necessary re -cleaning until the area met the visual criteria. Once the containment met the visual criteria final air clearance was performed. Sheet vinyl flooring removed from kitchen duct with insulation removed from attic Additional ducts removed from furnace room 12x12 floor tile removed from furnace room 13373 N. Harback Road, Bennett, CO 80102 1 Office (303) 655-0662 1 Cell (303) 901-9835 1 Fax (303) 942-5417 Additional ducts removed from attic hatch and fireplace room Aggressive Method Final air clearance sampling was conducted using aggressive techniques as outlined in Appendix A of the EPA Asbestos Hazard Emergency Response Act (AHERA) regulation (40 CFR Part 763), and as referenced in CDPHE Reg. No. 8 Part B Asbestos. Aggressive sampling consists of agitating the air using a leaf blower five (5) minutes for every 1,000 square feet of floor space and one (1) stationary box fan per 10,000 cubic feet of volume in containment. For this work area one (1) box fan was strategically placed within the containment at an upright angle and the leaf blower was used approximately five (5) minutes. Air Sampling Following the aggressive protocol activities, five (5) air samples were then collected throughout the containment using variable high volume pumps. Flow rates of each pump were established and checked with a calibrated flow meter before and after the collection of each sample using a rotameter (secondary standard) traceable to a primary standard. Air samples were collected by drawing air at a rate of 15.6 liters per minute (LPM) through 25mm mixed cellulose ester membrane (Millipore 0.35 MCEF) filter, housed in three-piece cassettes and equipped with 50mm electrically conductive extension cowls. A pre -and post -calibration of each sample pump was documented and an average flow rate was calculated and used in the final analysis of each sample collected. Calculations used in the final analysis combines the average flow rate (LPM), the total sample time and the volume of air collected. 13373 N. Harback Road, Bennett, CO 80102 1 Office (303) 655-0662 1 Cell (303) 901-9835 1 Fax (303) 942-5417 PCM Analysis All air samples collected were analyzed by the AMS under Air Quality Analysis, LLC using the Phase Contrast Microscopy (PCM) NIOSH 7400 Method. Samples were analyzed for airborne fibers using a positive Phase -Contrast microscope equipped with a Walton -Beckett graticule (type G-22 for "A counting Rules"). Only fibers greater than 5 microns in length with a length -width (aspect) ratio equal to or greater than 3:1 were counted. The resulting concentrations were expressed in terms of total fibers per cubic centimeter of air (f/cc). Final Clearance Criteria An abatement action is considered complete when the results of samples collected within the regulated work area and analyzed by PCM using the NIOSH Method 7400 show that the concentration of fibers for each of the five samples collected is equal to or less than 0.01 f/cc. This is the level the EPA and the Air Quality Control Commission (CDPHE) requires all samples to be equal to or less than to have an area released to the public. All final air samples collected for this project met the clearance criteria and the containment was dismantled and the area returned for normal access. CONCLUSION Based on visual inspections; documentation review; and final air sample results; it is the professional opinion of American Veteran Environmental, LLC that the air quality within the regulated area following the asbestos abatement activities is in compliance with all regulatory and industry standards. American Veteran Environmental, LLC assumes no liability for any loss, injury, and or claim for damages arising directly or indirectly from any use or reliance on this report or the opinions expressed herein. This report is limited only to the samples collected and represent the air quality within the regulated area of the residence on the date previously referenced. The material in this report reflects the best judgment of AVENV in light of the information that was available at the time of preparation. The asbestos inspections and final air clearance sampling was performed using regulatory procedures and a level of diligence exercised by professional consultants performing similar services. Should you have any questions concerning this project, please do not hesitate to contact our office at (303) 655-0662. Thank you for the opportunity to provide this service to you. Project photos available upon request. Respectfully Submitted, r , Paula S. Bowers Industrial Hygienist CDPHE Certified AMS #11051 13373 N. Harback Road, Bennett, CO 80102 1 Office (303) 655-0662 1 Cell (303) 901-9835 I Fax (303) 942-5417 IS a 2 L— IS IXI 0 X v\i m Q m rn N a� s m L � m C C 0 4 } O Of LL H V O CL\ N O C U C V A 4- NQJ— CC N C X O N rV J N r, N T � C C) N Ln N u w w O rt a rt a 00 C L (a 4J L d ii C Mo L /y O O0 G O t9 C a:: C \ 'O LL N V a\i u u OO E ~ aJ > in O n V L C fQ C L O = � N N 4 O MD .7L }J Ln tw a w ii O L LL a > in — } C C O O � t -a Z GJ LL O L 41 -W \E +' r QJ O tw Cmc L ti ~ C T fl u V N V -ii E a a` Q ufOi H N Q U Ln Ln L N C O r` r` m m 01 0 N N N N LL x o m = N CL a sa � C v V o c 00 r -I > . 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C C E N UU ZU Y Y u OU 5= v' (6 (O +� a v o ro oo E U L O u C � 4J 41 4J E Q = r3 U� v U (/) L ro � y_ c L GJ `� m 0 D � r -I QJ -i N M ;I- Ln l0 r� fl- N N N N N N N J J J J J J J U U V U u u u Aiber Quality Analysis, LLC "Air quality assurance professionals" November 8, 2016 Steven Silva steventsilva@gmail.com Project: 2686 Newland St Wheatridge, CO Dear Mr. Silva Air Quality Analysis, LLC (AQA) has analyzed the following samples by Phase Contrast Microscopy (PCM), per the National Institute for Safety and Health (NIOSH) 7400 method in general accordance with the PCM methodology. Air Quality Analysis, LLC is accredited through the American Industrial Hygiene Association (AIHA) for Phase Contrast Microscopy (PCM) analysis Lab ID #219321. Air Quality Analysis, LLC successfully participates in the AIHA Proficient testing (PAT) program. Air Quality Analysis, LLC Laboratory AQA16-0293 is the lab number assigned to this project. The air sample results for the project referenced above have been included in your final report and sent to the email and or address associated with this project. The results described in this report apply only to the samples submitted and analyzed. This report is considered highly confidential and the sole property of the customer. Samples will be disposed of after sixty (60) days unless longer storage is requested. Should you have any questions concerning this project, please do not hesitate to contact our office at (303) 901-9835. Respectfully, Air Quality Analysis, LLC AMS #11051 P.O. Box 685 Kittredge, CO 80457-0685 (303) 901.9835 AMERICAN VETERAN ENVIRONMENTAL ASBESTOS RENOVATION LIMITED INSPECTION REPORT 2686 Newland Street Wheatridge, CO Inspection Date: 1/8/21 Report Date: 1/11/21 Prepared for: Kelly Cleary asiri.l.perera@gmail.com Inspected / Prepared by: Paula S. Bowers Asbestos Building Inspector #11051 American Veteran Environmental LLC P.O. Box 600 Bennett CO 80102 303.901.9835 /www.avenv.com On January 8, 2021 American Veteran Environmental, LLC was requested by the ho meow nerto perform a Limited Asbestos Inspection at her primary residence located at 2686 Newland Street in Wheatridge, Colorado. The purpose of the limited inspection was to sample suspect asbestos containing materials of the structure prior to the scheduled renovation. The subject property is a single-family residential dwelling. The structure was occupied, and non-destructive methods were used during sampling. The Environmental Protection Agency (EPA) and Colorado Department of Public Health and Environment (CDPHE) Air Quality Control Commission requires suspect Asbestos -Containing Materials (ACM) to be properly sampled and analyzed priorto any renovation or demolition activities. The NESHAP (National Emission Standard for Hazardous Air Pollutants) rule requires that suspect regulated asbestos -containing building materials be identified, classified, and quantified priorto renovation or demolition activities. The CDPHE is responsible for administering the U.S. EPA NESHAP program for Colorado. The EPA and Colorado Department of Public Health and Environment require that a specific number of samples be collected for each homogenous area as follows: Thermal Systems Insulation I Surfacing Materials Up to 1,000 Sq. Ft. 3 Samples Up to 1,000 Sq. Ft. 3 Samples 1,000-5,OOOSq. Ft. 5Samples 1,000-5,OOOSq. Ft. 5Samples More Than 5,000 Sq. Ft. 7 Samples More Than 5,000 Sq. Ft. 7 Samples Miscellaneous Materials: minimum of 2 each material The following areas of the house were subject to this asbestos inspection and sampling: (1) rear NE addition (2) upper level rooms (3) exterior walls and roof (4) detached garage/workshop Bulk samples were collected and submitted under chain of custody procedures to an accredited laboratory under the National Voluntary Laboratory Accreditation Program for analysis by Polarized Light Microscopy (PLM) with dispersion staining techniques per EPA methodology (40 CFR 763, Subpart F). Microscopic visual estimation was used in obtaining the percentage of asbestos in bulk samples. Laboratory Results are located in Appendix C at the end of this report. American Veteran Environmental LLC P.O. Box 600 Bennett, CO 80102 * 303.901.9835 PREVIOUS ASBESTOS INSPECTION (October 20, 2016) Since AVENV was responsible for the previous asbestos inspection for this property, portions of that inspection report, i.e., knowledge of suspect materials sampled, and asbestos laboratory results were used in the preparation of this report. This information can be found in Appendix D and E at the end of this report. RESULTS AND RECOMMENDATIONS • Asbestos was not identified in any of the samples collected within the subject areas of the structure. • Asbestos was not identified in any of the exterior samples collected. • It is assumed that the original plaster walls/ceilings still remain below the surface drywall throughout the structure. • The original plaster walls and ceilings were sampled October 20, 2016 and were reported by the laboratory to be non -asbestos containing. • The same attic insulation still remains that was previously inspected, sampled, and reported to be non -asbestos containing. DETACHED GARAGE/WORKSHOP The detached garage/workshop was included in this inspection. It is a slab on grade and wood frame construction. Interior walls consist of unfinished drywall with joint compound. Portions of the ceiling consists of 2x4 fiberglass lay -in ceiling panels. Roofing and siding of the structure is corrugated sheet metal. American Veteran Environmental LLC P.O. Box 600 Bennett, CO 80102 * 303.901.9835 LIMITATIONS AVENV only sampled as requested. This was a limited asbestos inspection and is not to be considered a comprehensive asbestos survey of this address. For any materials not listed in this report that may be subject to renovation or demolition, please contact AVENV for additional sampling. As per the Asbestos Hazard Emergency Response Act (AHERA), a suspect material is to be considered asbestos -containing unless it is proven otherwise by sampling and analysis. This report has been prepared on behalf of and exclusively for use by the client. Client must read and understand this asbestos inspection report to make educated decisions forthe property referenced. Therefore, if any questions concerning the contents of this report arise, it is the responsibility of the client to contact AVENV to discuss the reported findings and obtain further guidance if necessary. AVENV will not be held responsible for client misinterpreting the report contents and or regulatory requirements for materials inspected and sampled. GENERALCOMMENTS This inspection was conducted in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions in the same locale. The results, findings, conclusions and/or recommendations expressed in this report are based on conditions observed during the inspection on the date previously referenced. American Veteran Environmental, LLC assumes no liability for any loss, injury, and or claim for damages arising directly or indirectly from any use or reliance on this report orthe opinions expressed herein. Should you have any questions concerning this project, please do not hesitate to contact our office at (303) 901-9835. Thank you forthe opportunity to provide this service to you. Respectfully Submitted, 1� S I (bou e_6 Paula S. Bowers, #11051 Asbestos Building Inspector Direct 720-767-4897 American Veteran Environmental LLC P.O. Box 600 Bennett, CO 80102 * 303.901.9835 V A.�De fV' "rr Appendix A Homogeneous Materials Summary American Veteran Environmental LLC P.O. Box 600 Bennett, CO 80102 * 303.901.9835 APPENDIX A HOMOGENEOUS MATERIALS TABLE 2686 Newland Street * Wheatrid e, CO Friable Hazard Ranking Estimated HA Description Locations Non -Friable & Disturbance Quantity Category Potential Blown-in/loose fill insulation- Attic Non friable Good- 6 BLI01 white hair-like 1,000 sf Miscellaneous Blown-in/loose fill insulation- Attic Non friable Good- 6 BLI02 brown 1,000 sf Miscellaneous Composite drywall w/joint Walls/ceilings - Rear east addition Friable Good- 6 CDW01 compound and paint 1,000 sf and upper level rooms Miscellaneous Composite drywall w/joint Walls - detached garage, NE rear of Friable Good- 6 CDW02 compound unfinished 1,000 sf property Miscellaneous Exterior stucco, painted gray Exterior walls of house Friable Good- 6 ES01 2,000 sf Surfacing Plaster on wood lathe -heavy below drywall - living room/dining Friable Good- 6 PL01 feathered texture 1,000 sf room, walls/ceilings Surfacing Plaster on wood lathe - smooth below drywall — kitchen Friable Good- 6 PL02 surface 1,000 sf walls/ceilings Surfacing Plaster on wood lathe — sandy belowdrywall—mainlevelN.interior Friable Good -6 PL03 texture 1,000 sf rooms of house walls/ceilings Surfacing Plaster on wood lathe —smooth below drywall — upper level rooms Friable Good- 6 PL04 surface 1,000 sf Surfacing Tar impregnated asphalt roofing Exterior- roof Non friable Good- 6 RSG01 shingles 1,668 sf Miscellaneous Knock -down surface texture on Interior walls/ceilings NE rear Friable Good- 6 TS01 drywall, painted white 1,000-3,000 sf addition; upper level rooms Surfacing Asbestos Containing Materials are Listed in Red. Materials Containing 1% or less are Listed in Blue. Friable: material that be crumbled pulverized or reduced to powder with hand pressure when dry Non -Friable: material that cannot be crumbled pulverized or reduced to powder with hand pressure when dry Thermal Systems Insulation (TSI): used to control heat transfer and or condensation on HVAC, hot and cold water or other mechanical systems etc. Surfacing Material: material that is sprayed or troweled onto surfaces such as fire proofing on structural members, plasterfor acoustical, decorative, etc. Miscellaneous Material: all other materials including taping mud floor file mastic, stucco, leveling compound and hard plasters. Category I non friable ACM: resilientfloor coverings, asphalt roofing products, packings, gaskets, or caulking containing greater than 1% asbestos Category 11 non -friable ACM: any material that is not Categoryl that contains greater than 1% asbestos Hazard Ranking: 1= damaged or significantly damaged Thermal Systems Insulation (TSI) ACM; 2=damaged fnjable surfacingACM; 3—significantly damaged fnable surfacing ACM; 4—damaged or significantly damaged fnjable miscellaneous ACM; 5 ACBM with potential for damage; 6ACBM with potential for significant damage; 7—any remaining fnable ACBM or suspected ACBM. Disturbance Potential: Low = the material may be accessible but is not likely to be damaged under most circumstances. Moderate = the material is accessible and is likely to suffer limited damage over time. High = the material is friable and/or already damaged is accessible, and there is specific reason to believe the material will receive a large amount ofdamage in the foreseeable future. Condition: Good = the material had no visible damage, or extremely minor damage or surface marring (i.e., a room of floor file has only four orfive with small corners broken from the tile. Damaged = the material had visible damage evenly distributed over less than 10% ofits surface or localized over less than 25% of its surface. Significantly damaged = the material had visible damage that is evenly distributed over 10% or more of its surface or localized over 25% or more or its surface. Asbestos Containing Materials are Listed in Red. Materials Containing 1% or less are Listed in Blue. Appendix B Bulk Sample Summary American Veteran Environmental LLC P.O. Box 600 Bennett, CO 80102 * 303.901.9835 APPENDIX B. Asbestos Bulk Sample Log Project Name: 2686 Newland Street Project Address: 2686 Newland Street Wheatridge, CO Contact / Client. Kelly Cleary Asiri Perera Inspection date & Lab COC # 1/8/21 I AEROBIOLOGY - 21000736 Building: SFRD Work Area: Interior/exterior Asbestos: NO Accessibility Occupied To Building Occupants? Sample Description of Material Hazard AHERA Asbestos Sample location No. Sampled Ranking Rating Laboratory Results Composite drywall w/joint Good Friable None detected Main level, rear addition west wall CDW01-1 compound painted white 6 Misc. Composite drywall w/joint Good Friable None detected Upper level, master bedroom CDW01-2 compound, painted white 6 Misc. south wall Composite drywall w/joint Good Friable None detected Detached garage south wall, near CDW02-1 compound, unfinished 6 Misc. window Composite drywall w/joint Good Friable None detected Detached garage NW corner north CDW02-2 compound, unfinished 6 Misc. wall Exterior stucco painted gray Good Friable None detected Exterior below kitchen window ES01-1 6 Surfacing Exterior stucco painted gray Good Friable None detected Exterior of addition, SE corner ES01-2 6 Surfacing Exterior stucco painted gray Good Friable None detected Exterior of addition, NE corner ES01-3 6 Surfacing Asphalt roofing shingles Good Friable None detected Exterior roof of addition east edge RSG01-1 6 Surfacing Asphalt roofing shingles Good Friable None detected Exterior roof of house NW corner RSG01-2 6 Surfacing Knock -down texture on drywall Good Friable None detected main level, rear addition entry hall TS01-1 painted white 6 Surfacing north wall Knock -down texture on drywall Good Friable None detected main level, rear addition north wall TS01-2 painted white 6 Surfacing Knock -down texture on drywall Good Friable None detected main level, rear addition ceiling TS01-3 painted white 6 Surfacing Knock -down texture on drywall Good Friable None detected Upper level master bedroom south TS01-4 painted white 6 Surfacing wall Knock -down texture on drywall Good Friable None detected Upper level master bathroom, TS01-5 painted white 6 Surfacing ceiling V A.�De fV' "rr Appendix C Asbestos Laboratory Sample Results American Veteran Environmental LLC P.O. Box 600 Bennett, CO 80102 * 303.901.9835 AEROb ologyLAbORATORy ASSOCIATES, z INCORPORATED Client Name Street Address City, State ZIP Attn: Client Project Name: Expertise Since 1997 American Veteran Environmental, LLC P.O. Box 600 Bennett, CO 80102 Paula Bowers 2686 Newland St., / Wheat Ridge, CO Certificate of Analysis K'Y L TESTING NVLAP Lab Code 200860-0 780 Simms Street Suite 104 Golden, CO, 80401 303.232.3746 www.aerobiology.net Date Collected: 1/8/2021 Date Received: 1/8/2021 Date Analyzed: 1/11/2021 Date Reported: 1/11/2021 Project ID: 21000736 Test Requested: 3002, Asbestos in Bulk Samples Method: EPA 600/R-93/116: Method for Asbestos in Bulk Building Materials, EPA -- 40 CFR Appendix E to Subpart E of Part 763, Interim Method for Asbestos in Bulk Insulation Samples Sample Identification Physical Description of Sample/Layer Homo- geneous (y� Layer Percentage Asbestos Detected Asbestos Percentage Non -Asbestos Fiber Percentage Non -Fibrous Material Percentage Matrix Material Composition Client Lab Sample Number CDW01-1 21000736-1A White Texture with Gray Paint N 15 ND 100 C 21000736-1B White Texture with White/Pink Paint N 15 ND 100 C 21000736-1C White Compound with White Paint N 10 ND 100 C 21000736-1D Pink/Tan Drywall N 60 ND 20 CELL 80 G CDW01-2 21000736-2A White Compound with Gray Paint N 20 ND 100 C 21000736-2B Pink/Tan Drywall N 80 ND 15 CELL 85 G CDW02-1 21000736-3A White Compound N 30 ND 100 C 21000736-3B Cream Tape N 15 ND 99 CELL 1 21000736-3C White Joint Compound N 25 ND 100 C 21000736-3D Pink/Tan Drywall N 30 ND 60 CELL 40 G .increa Berri cs Labcratc-n! nah-st Page 1 of 4 9 4, V-0 - 1, �� Shannon Whitmore Asbestos Lab Si; -per, -tsar AC = Actinolite AH = Animal Hair B = Binder A. '\i = Amosite CELL = CeL'uslose C = Calcite A.N = Anthophvllite FG = Fibrous Glass D = Diatoms CHRY = Chs}-sotde 'MW _Mineral Wool G = Gypsum CR = Crocidolite OT = Othes \I = NFsca TR_\I = Tt*mollte S1 N ■ Synthetic OR = Orranic Tr = Trace TL = Talc OP = Opaqus :,-D = .ion• D+toctrd NV = Wc!lastonit• P = ptrlit• Q = Quartz T=Tax V _ VesmicUlite AEROb ologyLAbORATORy ASSOCIATES, z INCORPORATED Client Name Street Address City, State ZIP Attn: Client Project Name: Expertise Since 1997 American Veteran Environmental, LLC P.O. Box 600 Bennett, CO 80102 Paula Bowers 2686 Newland St., / Wheat Ridge, CO Certificate of Analysis K'Y L TESTING NVLAP Lab Code 200860-0 780 Simms Street Suite 104 Golden, CO, 80401 303.232.3746 www.aerobiology.net Date Collected: 1/8/2021 Date Received: 1/8/2021 Date Analyzed: 1/11/2021 Date Reported: 1/11/2021 Project ID: 21000736 Test Requested: 3002, Asbestos in Bulk Samples Method: EPA 600/R-93/116: Method for Asbestos in Bulk Building Materials, EPA -- 40 CFR Appendix E to Subpart E of Part 763, Interim Method for Asbestos in Bulk Insulation Samples Sample Identification Physical Description of Sample/Layer Homo- geneous (y� Layer Percentage Asbestos Detected Asbestos Percentage Non -Asbestos Fiber Percentage Non -Fibrous Material Percentage Matrix Material Composition Client Lab Sample Number 210007364A Cream Tape N 3 ND 99 CELL 1 210007364B White Joint Compound N 7 ND 100 C CDW02-2 210007364C Pink/Tan Drywall N 90 ND 10 CELL 90 G ES01-1 21000736-5 Gray Granular Cementitious Material N 100 ND Tr CELL 100 B,Q ES01-2 21000736-6 Gray Granular Cementitious Material N 100 ND Tr CELL FG 100 B,Q ES01-3 21000736-7 Gray Granular Cementitious Material N 100 ND Tr CELL 100 B,Q 21000736-8A White Texture with Gray Paint N 60 ND 100 C TS01-1 21000736-8B Gray/Tan Drywall N 40 ND 25 CELL FG 75 G 21000736-9A White Texture with Gray Paint N 55 ND 100 C TS01-2 21000736-9B Gray/Tan Drywall N 45 ND 60 CELL FG 40 G .increa Berri cs Labcratc-n! nah-st Page 2 of 4 9 4, V-0 - 1, �� Shannon Whitmore Asbestos Lab Si; -per, -tsar AC = Actinolite AH = Animal Hair B = Binder A. '\i = Amosite CELL = CeL'uslose C = Calcite A.N = Anthophvllite FG = Fibrous Glass D = Diatoms CHRY = Chs}-sotde 'MW _Mineral Wool G = Gypsum CR = Crocidolite OT = Othes \I = NFsca TR_\I = Tt*mollte S1 N ■ Synthetic OR = Orranic Tr = Trace TL = Talc OP = Opaqus :,-D = .ion• D+toctrd NV = Wc!lastonit• P = ptrlit• Q = Quartz T=Tax V _ VesmicUlite AEROb ologyLAbORATORy ASSOCIATES, z INCORPORATED Client Name Street Address City, State ZIP Attn: Client Project Name: Expertise Since 1997 American Veteran Environmental, LLC P.O. Box 600 Bennett, CO 80102 Paula Bowers 2686 Newland St., / Wheat Ridge, CO Certificate of Analysis K'Y L TESTING NVLAP Lab Code 200860-0 780 Simms Street Suite 104 Golden, CO, 80401 303.232.3746 www.aerobiology.net Date Collected: 1/8/2021 Date Received: 1/8/2021 Date Analyzed: 1/11/2021 Date Reported: 1/11/2021 Project ID: 21000736 Test Requested: 3002, Asbestos in Bulk Samples Method: EPA 600/R-93/116: Method for Asbestos in Bulk Building Materials, EPA -- 40 CFR Appendix E to Subpart E of Part 763, Interim Method for Asbestos in Bulk Insulation Samples Sample Identification Physical Description of Sample/Layer Homo- geneous (y� Layer Percentage Asbestos Detected Asbestos Percentage Non -Asbestos Fiber Percentage Non -Fibrous Material Percentage Matrix Material Composition Client Lab Sample Number TS01-3 21000736-IOA White Texture with White/Pink Paint N 10 ND 100 C 21000736-1OB White Texture with White/Pink Paint N 5 ND 100 C 21000736-1OC Pink/Tan Drywall with White Paint N 85 ND 55 CELL 45 G TS014 21000736-11 White Texture with White Paint N 100 ND 100 C TS01-5 21000736-12 White Texture with Gray Paint N 100 ND 100 C RSGO1-1 21000736-13A Black/Green Shingle N 45 ND 15 FG 85 C,Q,T 21000736-13B Black Shingle N 55 ND 10 FG 90 C,Q,T RSGO 1-2 21000736-14A Black/Green Shingle N 40 ND 15 FG 85 C,Q,T 21000736-14B Black Shingle N 60 ND 20 FG 80 C,Q,T .increa Berri cs Labcratc-n! nah-st Page 3 of 4 9 4, V-0 - 1, �� Shannon Whitmore Asbestos Lab Si; -per, -tsar AC = Actu_ohte AH = Animal Hair B = Biader A. '\i = Amosite CELL = CeL'vlose C = Calcite A_N = Anthophvllite FG = Fibrous Glias D = Diatoms CHRY = Chs}-sotde 'MW _Mineral Wool G = Gypswn CR = Crocidolite OT = Othes \I = NFsca TR_\I = Tt*motite S1 N ■ Synthetic OR = Orranic Tr = Trace TL = Talc OP = Oraqus :,-D = .ion• D+toctrd NV = Wc!lastonit• P = ?Klit• Q = Quartz T=Tax V _ VesmicUlite AERObIOlOGy LAbORATORy 780 Sinus Street ASSOCIATES INCORPORATED Suite Golden, � C- Golden, CO. 804401 Expertise Since 1997 3boloo.3746 Certificate of Analysis www aerobiology net Client Name American Veteran Environmental, LLC ^ ,� n° Date Collected: 1/8/2021 Street Address P.O. Box 600 w v Date Received: 1/8/2021 City, State ZIP Bennett, CO 80102 TESTING Date Analyzed: 1/11/2021 Attn: Paula Bowers NVLAP Lab Code 200860-0 Date Reported: 1/11/2021 Client Project Name: 2686 Newland St., / Wheat Ridge, CO Project ID: 21000736 Test Requested: 3002, Asbestos in Bulk Samples Method: EPA 600/R-93/116: Method for Asbestos in Bulk Building Materials, EPA -- 40 CFR Appendix E to Subpart E of Part 763, Interim Method for Asbestos in Bulk Insulation Samples General Notes • ND indicates no asbestos was detected; the method detection limit is 1 %. • Trace or "< 1" indicates asbestos was identified in the sample, but the concentration is less than 1% and cannot be quantified without point counting. • Samples identified as inhomogeneous (more than one layer) are separated into individual layers, and each layer is analyzed and reported separately. All regulated asbestos minerals (i.e. chrysotile, amosite, crocidolite, anthophyllite, tremolite, and actinolite) were sought in every layer of each sample, but only those asbestos minerals detected are listed. Amosite is the common name for the asbestiform variety of the mineral grunerite. Crocidolite is the common name used for the asbestiform variety of the mineral riebeckite. • Tile, vinyl, foam, plastic, and fine powder samples may contain asbestos fibers of such small diameter (< 0.25 microns in diameter) that these fibers cannot be detected by PLM. For such samples, more sensitive analytical methods (e.g. TEM, SEM, and XRD) are recommended if greater certainty about asbestos content is required. Semi -quantitative bulk TEM floor tile analysis is accepted under NESHAP regulations. • These results are submitted pursuant to Aerobiology Laboratory Associates, Inc.'s current terms and conditions of sale, including the company's standard warranty and limitation of liability provisions. No responsibility or liability is assumed for the manner in which the results are used or interpreted. • Unless notified in writing to return the samples covered by this report, Aerobiology Laboratory Associates, Inc. will store the samples for a minimum period of thirty (30) days before discarding. A shipping and handling charge will be assessed for the return of any samples. • Aerobiology does not guarantee the results of tape lifts, microvacs, wipe, and/or debris samples. Accurate analysis cannot be performed due to particle size, media used, and/or amount of material given. Analysis of these materials should be preformed by a TEM. A resuh of ND does not indicate that the sample area does not contain ashestos. It means the analyst could not identify ashestos in the specific sample for the reasons listed above. Notes Required by NVLAP • This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST, or any agency of the Federal Government. • This test report relates only to the items tested or calibrated. • This report is not valid unless it bears the name of a NVLAP-approved signatory. • Any reproduction of this document must include the entire document in order for the report to be valid. Page 4 of 4 I y � � � t�E[tabiQlt2f'i}x iR1ACAr2ATfii2y ASSOCInrFs..<'�` micap P rza� ExperifseSince 1997 Lab Use: 2 000 78Co Pa e Page of b , 0 NvtAp 8p192683(CO) LPB .10 (6P) NVfAP Lab Code 2008600(CO) LgB.12972977 3(VA) LA AZ, CO, CA, VA, NJ NVP Lab Code 200829-0 NA) LAB H2102rs Lon PLab Code 500097-0(P2) _ CS ^„ Field Contact'Na- :: s • Intri Reporting Address It RWiQgW&hed By/Date: Flisaweid, By/Dat Ve Address Bennett, CO 80102T Sampler e o;m rBilling ame SAS_ ero I rap_ to u ure Phone/Fax0`� ._ .; nv nT�c`r`T 11 PC#/Job#: t7 p M L 1 Reporting , ., Email s srolfCa)avenv.com �'�,�, ��,• Project Name: ,( �' - ' at p(yiiiw on Routine 47our' Same Day (Mold Only) 4 Hour 2 Hour 3-5 Day (Asbestos Onl. Notes: ` SAMPLING L ATION ZIP CODE 1CC Info: SampleB No. Test Code Sample Location Total Volume/Area AA - p I { r J LAB USE ONLY A: b Uk\0')� V: Q• 4kJ 111. I 11-0 1 1486-1177 Fax (856) 486-0005 - email: info@purearthlab.com i6) 620-9313 Fax (770) 947-2936 - email: ATL@aerobiology.net 620-9348 Fax (303) 232-0263 - email: denver@aerobiology.net 43760 Trade Center Place, Suite 100, Dulles, VA 20166 - (877) 648-9150 Fax (877) 598-0946 - email: info@aerobiology.net 15061 Springdale Street, Suite 111, Huntington Beach, CA 92649 - (714) 895-8401 - (866) 895-8132 - email' sooal@aerobiology.net 2228 West Northern Avenue, Suite B110, Phoenix, AZ 85021 - (855) 738-5619 Fax (602) 441-2818 - email: phoenix@aerobiology.net Appendix D 2016 Bulk Sample Summary American Veteran Environmental LLC P.O. Box 600 Bennett, CO 80102 * 303.901.9835 APPENDIX A. Asbestos Bulk Sam Project Name: 1 2686 Newland Street ProjectAddress: 2686 Newland Street Wheatridae CO Inspection date 10/20/16 & Lab COC # CEI labs- COC #B16-8790 Building: SFRD Work Area: interior Asbestos: NO Accessibility unoccupied To Building Occupants? Sample Description of Material Hazard AHERA Asbestos Sample location No. Sampled Ranking Rating Laboratory Results N/A N/A None Attic- ceiling opening in kitchen BL01-1 Blown -in white hair insulation detected Blown -in brown insulation N/A N/A None Attic- ceiling opening in kitchen BL02-1 mixed with white insulation detected Plaster on wood lathe with N/A N/A None Living room east wall debris PL01-1 heavy feather texture, tan detected point Plaster on wood lathe with N/A N/A None Living room west wall above PL01-2 heavy feather texture, tan detected entry door paint Plaster on wood lathe with N/A N/A None Living room north wall near stairs PL01-3 heavy feather texture, tan detected point Plaster on wood lathe smooth, N/A N/A None Kitchen, ceiling center PL02-1 yellow paint detected Plaster on wood lathe smooth, N/A N/A None Kitchen west wall PL02-2 tan point detected Plaster on wood lathe smooth, N/A N/A None Kitchen debris PL02-3 yellow point detected Plaster- sandy texture on wire N/A N/A None Doorway from kitchen to lower PL03-1 lathe blue paint detected level Plaster- sandy texture on wood N/A N/A None Furnace room debris pile PL03-2 lathe, blue paint detected Plaster- sandy texture on wood N/A N/A None Doorway of NW wall to north PL03-3 lathe detected room Plaster on wood lathe, smooth N/A N/A None Upper level bathroom PL04-1 detected Plaster on wood lathe, smooth N/A N/A None Upper level hallway at PL04-2 detected bathroom Plaster on wood lathe, smooth N/A N/A None Upper level bathroom ceiling PL04-3 detected SPECIAL NOTE: This bulk sample summary has been modified from the original document. Materials that are no longer present in the structure have been removed from this table. These materials have been added to the Homogeneous Materials Table in Appendix A of this report. Appendix E 2016 Asbestos Laboratory Results American Veteran Environmental LLC P.O. Box 600 Bennett, CO 80102 * 303.901.9835 L/�C35 October 21, 2016 American Veteran Environmental, LLC 13373 N. H arback Rd. Bennett, CO 80102 CLIENT PROJECT: CEI LAB CODE: Dear Customer: 2686 Newland St. B 16-8790 Enclosed are asbestos analysis results for PLM Bulk samples received at our laboratory on October 21, 2016. The samples were analyzed for asbestos using polarizing light microscopy (PLM) per the EPA 600 Method. Sample results containing >1% asbestos are considered asbestos -containing materials (ACMs) per EPA regulatory requirements. The detection limit for the EPA 600 Method is <1% asbestos by weight as determined by visual estimation. Thank you for your business and we look forward to continuing good relations. If you have any questions, please feel free to call our office at 919-481-1413. Kind Regards, Tianbao Bai, Ph. D., CIH Laboratory Director 0 14vtA TESTING NVLAP LAB CODE 101768-0 730 SE Maynard Road • Cary, NC 27511 • 919.481.1413 r-C ASBESTOS ANALYTICAL REPORT By: Polarized Light Microscopy Prepared for American Veteran Environmental, LLC CLIENT PROJECT. 2686 Newland St. CEI LAB CODE: B16-8790 TEST METHOD: EPA 600 / R93 / 116 and EPA 600 / M4-82 / 020 REPORT DATE: 10/21/16 TOTAL SAMPLES ANALYZED. 22 # SAMPLES >1 % ASBESTOS: 6 TEL: 866-481-1412 www.ceilabs.com rc ILASS PROJECT: 2686 Newland St. Asbestos Report Summary By: POLARIZING LIGHT MICROSCOPY METHOD: EPA 600 / R93 / 116 and EPA 600 / M4-82 / 020 CEI LAB CODE: B16-8790 ASBESTOS Client ID Layer Lab ID Color Sample Description % BL101-01 B215649 Brown Blown -in Insulation None Detected BL101-02 B215650 Brown Blown -in Insulation None Detected CB01-01 B215651 Gray Cement Board ESMUM D101-1 D101-2 B215652 B215653 Gray Duct Insulation Sample Not Analyzed per COC EMM= D101-3 B215654 Sample Not Analyzed per COC DW01-1 B215655 Whitejan Drywall None Detected FTM01-01 B215656 Red Floor Tile • MA01-1 B215657 Gray Mastic None Detected PL01-1 --------------------------------------------------------------- Layer 1 Layer 2 B215658 B215658 White Gray Plaster Skim Coat Plaster Base Coat None Detected None Detected PL01-2 --------------------------------------------------------------- Layer 1 Layer 2 B215659 B215659 White Gray Plaster Skim Coat Plaster Base Coat None Detected None Detected PL01-3 --------------------------------------------------------------- Layer 1 Layer 2 B215660 B215660 White Gray Plaster Skim Coat Plaster Base Coat None Detected None Detected PL02-1 --------------------------------------------------------------- Layer 1 Layer 2 B215661 B215661 White Tan Plaster Skim Coat Plaster Base Coat None Detected None Detected PL02-2 --------------------------------------------------------------- Layer 1 Layer 2 B215662 B215662 White Gray Plaster Skim Coat Plaster Base Coat None Detected None Detected PL02-3 ---------- Layer 1 ------ Layer 2 B215663 -------- B215663 White ---------- Gray Plaster Skim Coat ----------------- Plaster Base Coat None Detected ------------ None Detected PL03-1 B215664 Tan Plaster None Detected PL03-2 --------------------------------------------------------------- Layer 1 Layer 2 B215665 B215665 Off-white Tan Plaster Skim Coat Plaster Base Coat None Detected None Detected PL03-3 B215666 Off-white Plaster None Detected PL04-1 --------------------------------------------------------------- Layer 1 Layer 2 B215667 B215667 White Gray Plaster Skim Coat Plaster Base Coat None Detected None Detected PL04-2 ---------- Layer 1 ------ Layer 2 B215668 -------- B215668 White ---------- Gray Plaster Skim Coat ----------------- Plaster Base Coat None Detected ------------ None Detected PL04-3 ---------- Layer 1 ------ Layer 2 B215669 -------- B215669 White ---------- Gray Plaster Skim Coat ----------------- Plaster Base Coat None Detected ------------ None Detected Page 1 of 2 r-C ILASS PROJECT: 2686 Newland St. Asbestos Report Summary By: POLARIZING LIGHT MICROSCOPY METHOD: EPA 600 / R93 / 116 and EPA 600 / M4-82 / 020 CEI LAB CODE: B16-8790 ASBESTOS Client ID Layer Lab ID Color Sample Description SVF01-1 8215670 Redjan Sheet Vinyl • SVF02-1 8215671 Redjan Sheet Vinyl • WG01-1 8215672 Tan Window Glazing • Page 2 of 2 rc ILASS Client: American Veteran Environmental, LLC 13373 N. Harback Rd. Bennett, CO 80102 Project: 2686 Newland St. A-qRF-qTC)-q Rill K PI M FPD WWI MFTHC)r) ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY CEI Lab Code: B16-8790 Date Received: 10-21-16 Date Analyzed: 10-21-16 Date Reported: 10-21-16 Client ID Lab Lab NON -ASBESTOS COMPONENTS ASBESTOS Lab ID Description Attributes Fibrous Non -Fibrous % BL101-01 Blown -in Insulation Heterogeneous 85% Cellulose None Detected B215649 Brown 15% Fiberglass Fibrous Bound BL101-02 Blown -in Insulation Heterogeneous 85% Cellulose None Detected B215650 Brown 15% Fiberglass per COC Fibrous DW01-1 Bound CB01-01 Cement Board Heterogeneous 75% Binder • B215651 Gray 10% Paint 65% Gypsum Fibrous Fibrous Bound D101-1 Duct Insulation Heterogeneous 15% Cellulose 20% Binder • B215652 Gray FTM01-01 Floor Tile Fibrous 22% Binder • fff— Bound D101-2 Sample Not Analyzed 75% B215653 per COC D101-3 Sample Not Analyzed B215654 per COC DW01-1 Drywall Heterogeneous 15% Cellulose 20% Binder None Detected B215655 White,Tan 65% Gypsum Fibrous Bound FTM01-01 Floor Tile Heterogeneous 22% Binder • fff— B215656 Red 75% Vinyl Fibrous Bound Lab Notes: No mastic present. Page 1 of 6 rc ILASS Client: American Veteran Environmental, LLC 13373 N. Harback Rd. Bennett, CO 80102 Project: 2686 Newland St. D-qRF-qTO-q Rill K PI M FPD Af1f1 MFTHC)r) ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY CEI Lab Code: B16-8790 Date Received: 10-21-16 Date Analyzed: 10-21-16 Date Reported: 10-21-16 Client ID Lab Lab NON -ASBESTOS COMPONENTS ASBESTOS Lab ID Description Attributes Fibrous Non -Fibrous MA01-1 Mastic Heterogeneous 65% Binder None Detected B215657 Gray 35% Silicates Fibrous Bound PL01-1 Plaster Skim Coat Heterogeneous 25% Binder None Detected Layer 1 White 65% Calc Carb B215658 Non-fibrous 10% Paint Bound ------- Layer 2 ------------ Plaster Base Coat --------------------- Heterogeneous <1% Cellulose ---- 65% - - - - - -- Binder None Detected B215658 Gray 35% Silicates Fibrous Bound PL01-2 Plaster Skim Coat Heterogeneous 25% Binder None Detected Layer 1 White 65% Calc Carb B215659 Non-fibrous 10% Paint Bound ------- Layer 2 ------------ Plaster Base Coat --------------------- Heterogeneous <1% Cellulose ---- 65% --------- Binder ------- - - - - -- None Detected B215659 Gray 35% Silicates Fibrous Bound PL01-3 Plaster Skim Coat Heterogeneous 25% Binder None Detected Layer 1 White 65% Calc Carb B215660 Non-fibrous 10% Paint Bound Layer 2 Plaster Base Coat -------------- Heterogeneous <1 % Cellulose ---- 65% --------- Binder ------- - - - - -- None Detected B215660 Gray 35% Silicates Fibrous Bound Page 2 of 6 rc ILASS Client: American Veteran Environmental, LLC 13373 N. Harback Rd. Bennett, CO 80102 Project: 2686 Newland St. D-qRF-qTO-q Rill K PI M FPD Af1f1 MFTHC)r) ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY CEI Lab Code: B16-8790 Date Received: 10-21-16 Date Analyzed: 10-21-16 Date Reported: 10-21-16 Client ID Lab Lab NON -ASBESTOS COMPONENTS ASBESTOS Lab ID Description Attributes Fibrous Non -Fibrous PL02-1 Plaster Skim Coat Heterogeneous 25% Binder None Detected Layer 1 White 65% Calc Carb B215661 Non-fibrous 10% Paint Bound Layer 2 Plaster Base Coat Heterogeneous <1% Cellulose 65% Binder None Detected B215661 Tan 35% Silicates Fibrous Bound PL02-2 Plaster Skim Coat Heterogeneous 25% Binder None Detected Layer 1 White 65% Calc Carb B215662 Non-fibrous 10% Paint Bound ------- Layer 2 --------------------------------- Plaster Base Coat Heterogeneous <1% Cellulose ---- 65% ---------------- - - - - -- Binder None Detected B215662 Gray 35% Silicates Fibrous Bound PL02-3 Plaster Skim Coat Heterogeneous 25% Binder None Detected Layer 1 White 65% Calc Carb B215663 Non-fibrous 10% Paint Bound ------- Layer 2 --------------------------------- Plaster Base Coat Heterogeneous <1% Cellulose ---- 65% ---------------- - - - - -- Binder None Detected B215663 Gray 35% Silicates Fibrous Bound PL03-1 Plaster Heterogeneous <1% Cellulose 65% Binder None Detected B215664 Tan 35% Silicates Fibrous Bound Page 3of6 rc ILASS Client: American Veteran Environmental, LLC 13373 N. Harback Rd. Bennett, CO 80102 Project: 2686 Newland St. D-qRF-qTO-q Rill K PI M FPD Af1f1 MFTHC)r) ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY CEI Lab Code: B16-8790 Date Received: 10-21-16 Date Analyzed: 10-21-16 Date Reported: 10-21-16 Client ID Lab Lab NON -ASBESTOS COMPONENTS ASBESTOS Lab ID Description Attributes Fibrous Non -Fibrous PL03-2 Plaster Skim Coat Heterogeneous <1% Cellulose 65% Binder None Detected Layer 1 Off-white 25% Silicates B215665 Fibrous 10% Paint Bound Layer 2 Plaster Base Coat Heterogeneous <1% Cellulose 65% Binder None Detected B215665 Tan 35% Silicates Fibrous Bound PL03-3 Plaster Heterogeneous <1% Cellulose 65% Binder None Detected B215666 Off-white 25% Silicates Fibrous 10% Paint Bound PL04-1 Plaster Skim Coat Heterogeneous 25% Binder None Detected Layer 1 White 65% Calc Carb B215667 Non-fibrous 10% Paint Bound ------------------------------------------------------------------ Layer 2 Plaster Base Coat Heterogeneous <1% Cellulose 65% Binder None Detected B215667 Gray 35% Silicates Fibrous Bound PL04-2 Plaster Skim Coat Heterogeneous 25% Binder None Detected Layer 1 White 65% Calc Carb B215668 Non-fibrous 10% Paint Bound Layer 2 Plaster Base Coat --- Heterogeneous ----------- <1 % Cellulose ---- 65% --------- Binder ------- - - - - -- None Detected B215668 Gray 35% Silicates Fibrous Bound Page 4of6 rc ILASS Client: American Veteran Environmental, LLC 13373 N. Harback Rd. Bennett, CO 80102 Project: 2686 Newland St. A-qRF-qTO-q Rill K PI M FPD Af1f1 MFTHC)r) ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY CEI Lab Code: B16-8790 Date Received: 10-21-16 Date Analyzed: 10-21-16 Date Reported: 10-21-16 Client ID Lab Lab NON -ASBESTOS COMPONENTS ASBESTOS Lab ID Description Attributes Fibrous Non -Fibrous % PL04-3 Plaster Skim Coat Heterogeneous 25% Binder None Detected Layer 1 White 65% Calc Carb B215669 Non-fibrous 10% Paint Bound --------------------------------------------------------- Layer 2 Plaster Base Coat Heterogeneous <1% Cellulose 65% Binder None Detected B215669 Gray 35% Silicates Fibrous Bound SVF01-1 Sheet Vinyl Heterogeneous 15% Cellulose 10% Binder • B215670 Red,Tan 50% Vinyl Fibrous Bound SVF02-1 Sheet Vinyl Heterogeneous 15% Cellulose 10% Binder • B215671 Red,Tan 50% Vinyl Fibrous Bound WG01-1 Window Glazing Heterogeneous 22% Binder • B215672 Tan 65% Calc Carb Fibrous 10% Paint Bound Page 5of6 reo-*" L/NBS LEGEND: Non-Anth = Non-Asbestiform Anthophyllite Non-Trem = Non-Asbestiform Tremolite Calc Carb = Calcium Carbonate METHOD: EPA 600 / R93 / 116 and EPA 600 / M4-82 / 020 LIMIT OF DETECTION: <1 % by visual estimation REGULATORY LIMIT: >1 % by weight Due to the limitations of the EPA 600 method, nonfriable organically bound materials (NOBs) such as vinyl floor tiles can be difficult to analyze via polarized light microscopy (PLM). EPA recommends that all NOBs analyzed by PLM, and found not to contain asbestos, be further analyzed by Transmission Electron Microscopy (TEM). Please note that PLM analysis of dust and soil samples for asbestos is not covered under NVLAP accreditation. This report relates only to the samples tested or analyzed and may not be reproduced, except in full, without written approval by CEI Labs, Inc. CEI Labs makes no warranty representation regarding the accuracy of client submitted information in preparing and presenting analytical results. Interpretation of the analytical results is the sole responsibility of the client. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. Government. ANALYST: APPROVED BY: G�6vo �--- Me4an Rumble Tianbao Bai, Ph.D., CIH Laboratory Director 14vtA TESTING NVLAP LAB CODE 101768-0 Page 6 of 6 I I CEILAIDS PROJECT INFORMATION 730 SE Maynard Road, Cary, NC 27511 Tel: 866-481-1412; Fax: 919481-1442 ASBESTOS CHAIN OF CUSTODY LAB USE ONLY: CEI Lab Code:" / CEI Lab I.D. Ran e: 5(�q COMPANY INFORMATION PROJECT INFORMATION CEI CLIENT #: 7 Job Contact: Company:Email Accept Samples , / / Tel: 'J' I Address: t r Project Name: EPA 600 O Project ID#: Email: 1 PO #: Tel: 1IO Fax: -�-�)qj �� STATE SAMPLES COLLECTED IN: EPA 600 v IF TAT IS NOT MARKED STANDARD 3 DAY TAT APPLIES. ASBESTOS METHOD a�� \ ,� `6 _ p I I�S'(�J�J Vel' `� TURN AROUND TIME Accept Samples 4 HR 8 HR 24 HR 2 DAY 3 DAY 5 DAY PLM BULK EPA 600 O 0 O O PLM POINT COUNT (400) EPA 600 0 0 0 0 0 0 PLM POINT COUNT (1000) EPA 600 0 0 0 PLM GRAV w POINT COUNT EPA 600 0 0 0 0 0 PLM BULK CARB 435 O O O 0 0 PCM AIR NIOSH 7400 0 0 0 TEM AIR EPAAHERA O O 0 O TEM AIR NIOSH 7402 0 0 0 0 TEM AIR ISO 10312 0 0 0 0 0 TEM AIR ASTM 6281-09 0 0 0 0 0 0 TEM BULK CHATFIELD o 0 0 0 0 TEM DUST WIPE ASTM D6480-05 o 0 0 0 TEM DUST MICROVAC ASTM D5755-09 0 0 0 TEM SOIL ASTM D7521-13 0 0 0 0 TEM VERMICULITE CINCINNATI METHOD o 0 0 0 OTHER: 0 0 0 0 REMARKS / SPECIAL INSTRUCTIONS: a�� \ ,� `6 _ p I I�S'(�J�J Vel' `� Accept Samples 0 Reject Samples elin e l3 : Date/Time Received By: Date/Time v0 f2T Pj; C I IU/al hu :CXX) Samples will be disposed of 30 days after analysis Page �of-14L— Version: CCOC.06.16.1/2.LD Page 1 of 2 -moo ASBESTOS SAMPLING FORM CCI LABS COMPANY CONTACT INFORMATION Company: VOLUME/ AREA Job Contact: Milo C e Project Name: I d Project ID #: Tel: 1 t SAMPLE ID# DESCRIPTION / LOCATION VOLUME/ AREA TEST PLM TEM Q d PLM TEM PLM TEM 0 PLM TEM 0 PLM TEM 0 PLM TEM NA)` PLM TEM 0 TIMD1--1 PLM TEM PLM TEM 0 pw�—1 PLM TEM 0 —2- PLM E TEM 0 3 PLM E TEM PLM E TEM 0 PLM E TEM 0 .'3 PLM q= TEM 0 i PLM Erl TEM PLM TEM 0 �3 PLM TEM PLM ED TEM 0 PLM TEM PLM TEM 0 PLM TEM PLM TEM PLM TEM 0 PLM 0 TEM PLM TEM 0 PLM 0 TEM PLM TEM Page1of Version: CCOC.06.16.2/2.LD Page 2 of 2 Improvement Location. Certificate NOTE: A BOUNDARY SURVEY IS RECOMMENDED TO DETERMINE THE EXACT BOUNDARY DIMENSIONS AND IMPROVEMENT LOCATIONS. 2686 NEWLAND STREET ASIRI PERERA LEGAL DESCRIPTION PROVIDED BY: DEED RECORDED SEPTEMBER 6, 2017 AT RECEPTION NO. 2017091818; THE SOUTH 60 FEET OF THE NORTH 135 FEET OF THE WEST 200 FEET OF THAT PMT OF THE SOUTHWEST 1/2 OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTH LINE OF SND SECTION 25 WHICH POINT IS 70 RODS WEST OF THE SOUTHEAST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 25; THENCE WEST ALONG SAID SOUTH UNE, 40 RODS, THENCE AT RIGHT ANGLES NORTH, 40 RODS, THENCE AT RIGHT ANGLES EAST 40 RODS, THENCE AT RIGHT ANGLES SOUTH, 40 RODS TO THE POINT OF BEGINNING, COUNTY OF JEFFERSON, STATE OF COLORADO. I hereby eerGH that this improvement location certificate was prepared for IRI PERERA; ASIRI PERM, AND DESCRIBES THE PARCEL'S APPEARANCE ON 1-14-2021. 1 further certify that the Improvements on the above described parcel on • this date, 1-14-2021, 1, except utility connections, are entirely within the boundaries of the pencil, except as shown, that there ane no encroachments upon the described premises by IT provements on any adioini premises, except as indicated, and that Shero is no appora evi once or sign of any easement crossing or burdening any part of said parcel, except as noted. Merle R. How, PLS 35046 For and on behalf of ^ /� American West Land Surveying Co.�— A Colorado Corporation 38046 1'•,1-14-2021 •� _� 0- FOUND PIN. X— — FENCE UNE. D - CONCRETE. 171a,eINT1[7:1 22.4 P, a COVERED a 24.2' ENCLOSED PATIO a ° 42.7' ° Oil TWO STORY N STUCCO HOUSE N i 9.5' 0 17.5' 13' 15.7' ri 3 E EDGE 10F ASPHALT 8 _- in a in r � a COVERED a 24.2' ENCLOSED PATIO a ° 42.7' ° Oil TWO STORY N STUCCO HOUSE N i 9.5' 0 17.5' 13' 15.7' ri 3 E EDGE 10F ASPHALT Reviewed for Zoning Compliance by the The first 25' of a driveway from the existing City of Wheat Ridge Planning Division edge of pavement into the site shall be APPROVED surfaced with concrete, asphalt brick paver or similar material. Contact Dept of Public BY: Om'tWorks for ROW Permit 303-235-2861. DATE: February 6, 2021 Owner/Contractor is responsible for locating property lines COMMENTS: Approved with conditions and constructing improvements according to the approved plan and required development standards. The City is not Metal accessory structure in rear yard must responsible for inaccurate information submitted within the be demolished and area landscaped prior to requesting final zoning inspection. plan set and any construction errors resulting from inaccurate information. Prior to issuance of a CO, 1 tree(s) shall be planted within the front setback. In addition, no less than twenty-five percent (25%) of the gross lot area and no less than one hundred percent (100%) of the front yard shall be landscaped. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. USE CITY'S STANDARD FORM. ALL WORK SHALL COMPLY WITH 2018 IRC, 2018 IECC, 2020 NEC, COLORADO PLUMBING CODE AND THE CITY OF WHEAT RIDGE AMENDMENTS ON SITE PLANS MUST BE ON SITE FOR INSPECTION City of W heatdgle COMMUNITY DEVELOPMENT APPROVED v?d for Code Compliance BRANDON F 02/09/2021 Plans Examiner Date Validity ofmmit Me jss me of a permitw approvai ofpkm spec4known "ammpumnow shoe not be o pnmit for, or on appavol of, any watobw to any of the pOWSOM 0/ Me bwdMg rode ar of uW C'by wdnmues. permhe pros ftg to ow outhmty to "W w mwel the pomm It of the-ftHAV coda aofhff "momofMe Chyehod not bevaa Window Schedule Type Mark Rough Opening Type Manufacturer Model Material Finish Detail Glazing Head Height Comments Width Height Head Jamb Sill Thickness Type 66 3'-0" 4'-0" M_Window-Sliding-Double SEB SEB SEB 22 40 34" x 80" Second Floor Plan SEB SEB SEB 7'-13/4" 12/31/20 69 4'-0" 4'-0" Fixed with Trim 23 54 48" x 80" Elevations SEB SEB SEB SEB 12/31/20 A106 Section 1 70 4'-0" 2'-0" Fixed with Trim 30" x 80" Section 2 SEB SEB SEB SEB 12/31/20 v m Total Added Square Footage 1389.67LU 71 5'-0" 3'-0" M_Window-Sliding-Double Total Square Footage 3077.67 >N a) 6-111/2" 57 72 6'-0" 5'-0" M_Window-Sliding-Double 00 Y CD N Existing storage unit to be demolished (820 SF) 28 37 11'-0" 73 3'-0" 4'-0" M_Window-Single-Hung 30 66 32" x 72" 74 2'-0" 3'-0" M_Window-Sliding-Double 31 38 30" x 80" 76 5'-0" 3'-0" M_Window-Sliding-Double 32 66 32" x 72" 7'-0" 77 3'-0" 3'-0" M_Window-Sliding-Double 32" x 72" 78 3'-0" 2'-0" M_Window-Sliding-Double 6-111/2" 38 79 3'-0" 3'-0" M_Window-Sliding-Double 38 67 7'-0" 80 3'-0" 4'-0" M_Window-Single-Hung 39 36 32" x 84" 4'-7" 81 4'-0" 4'-0" M_Window-Sliding-Double 42 58 36" x 72" 6-111/2" 82 4'-0" 4'-0" M_Window-Single-Hung 43 62 31411 6-111/2" 83 3'-0" 3'-0" M_Window-Single-Hung 36" x 80" 6'-11" 84 5'-0" 5'-0" M Window -Sliding -Double 9'-0" 62 Door Schedule Door Number Door Type Door Size Manufacturer Frame Model Type Fire Details Rating Head Jamb Sill Description Finish Door Frame Comments SEB 59 M_Door-Curtain-Wall-Single -Glass Site Plan SEB SEB SEB SEB 12/31/20 A102 First Floor Plan SEB SEB SEB 22 40 34" x 80" Second Floor Plan SEB SEB SEB SEB 12/31/20 A104 Roof Plan SEB SEB SEB 23 54 48" x 80" Elevations SEB SEB SEB SEB 12/31/20 A106 Section 1 SEB SEB SEB 25 38 30" x 80" Section 2 SEB SEB SEB SEB 12/31/20 v m Total Added Square Footage 1389.67LU 26 39 36" x 80" Total Square Footage 3077.67 >N a) 27 57 5' New Added Front Patio Square Footage 35 00 Y CD N Existing storage unit to be demolished (820 SF) 28 37 30" x 84" 30 66 32" x 72" 31 38 30" x 80" 32 66 32" x 72" 33 66 32" x 72" 34 39 36" x 80" 37 38 30" x 80" 38 67 60" x 80" 39 36 32" x 84" 42 58 36" x 72" 43 62 31411 44 63 36" x 80" 45 64 2m 46 62 31411 47 65 26" x 80" 50 54 48" x 80" 51 54 48" x 80" 53 38 30" x 80" Abbreviations ADD'L ALT A. B. APPROX BM BRG BEL BET BLK B/S BOT B. N. BLDG CANT C. B. CLG CL CHNL CLR COL CP CONC. CMU CONT CJ C.M.J. C/S D. L. DET DIA. DIM DO DJ DBL DF DWG EA EE EF ES EW E. N. ELEV EMBED EQ (E) EXP E. B. EJ EXT F.O.C. F. 0. M. F.O.S. F. N. FIN FLR FTG FEF FDN GA GALV G. L. G.L.B. GYP BD HGR HSA HDR HT HF HSB HORIZ INFO ID INT IF JST KD KING LVL LT LL LG LLH LLV MB MIW MANU'F. MAX MECH ML MIN M ISC (N) N. I. C. NTS ADDITIONAL ALTERNATE ANCHOR BOLT APPROXIMATE BEAM BEARING BELOW BETWEEN BLOCK BOTH SIDES BOTTOM BOUNDARY NAILING BUILDING CANTILEVER CARRIAGE BOLT CEILING CENTERLINE CHANNEL CLEAR COLUMN COMPLETE PENETRATION CONCRETE CONCRETE MASONRY UNIT CONTINUOUS CONTROL JOINT CONTROL MASONRY JOINT COUNTERSINK DEADLOAD DETAIL DIAMETER DIMENSION DITTO DOWEL JOINT DOUBLE DOUGLAS FIR DRAWING EACH EACH END EACH FACE EACH SIDE EACH WAY EDGE NAIL ELEVATION EMBEDMENT EQUAL EXISTING EXPANSION EXPANSION BOLT EXPANSION JOINT EXTERIOR FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FIELD NAIL/FACE NAIL FINISH FLOOR FOOTING FORCED -ENTRY FASTNERS FOUNDATION GAGE GALVANIZED GLU-LAM GLUED -LAMINATED BEAM GYPSUM BOARD HANGER HEADED STUD ANCHOR HEADER HEIGHT HEM -FIR HIGH-STRENGTH BOLT HORIZONTAL INFORMATION NSIDE DIAMETER INTERIOR ISOLATION JOINT JOIST KILN DRIED KING STUD LAMINATED VENEER LUMBER LIGHT LIVE LOAD LONG LONG LEG HORIZONTAL LONG LEG VERTICAL MACHINE BOLT MALLEABLE IRON WASHER MANUFACTURER MAXIMUM MECHANICAL MICRO -LAM (BY TRUS JST) MINIMUM MISCELLANEOUS NEW NOT IN CONTRACT NOT TO SCALE 0. C. O/S OPP OH O.S.B. OD o/ PSL PARL or// PP PEN PL PLY PSF PSI P.A.F. PDF PT PRT PL R. RWD REF REQ'D RMT. SCHED SAD SMD STS SW SIM SJ S.O.G. SB SPEC SQ STD STL SYM THIRD T. N. T&G T&B T.O. TS TRMR. TYP UBC LINO VERT WT WS WWF WWM NUMBER/POUNDS ON CENTER ONE SIDE OPPOSITE OPPOSITE HAND ORIENTED STRAND BOARD OUTSIDE DIAMETER OVER PARALLAM (BY TRUS JST) PARALLEL PARTIAL PENETRATION PENETRATION PLATE PLYWOOD POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POWER ACTUATED FASTENER POWER DRIVEN FASTENER PRESSURE TREATED PRESERVATIVE TREATED PROPERTY LINE or PLATE RADIUS REDWOOD REFERENCE REQUIRED ROSBORO MFG. TIMBER SCHEDULE SEE ARCHITECTURAL DWGS SEE MECHANICAL DWGS SELF -TAPPING SCREW SHEAR WALL SIMILAR SLAB JOINT SLAB ON GRADE SOLID BLOCK SPECIFICATION SQUARE STANDARD STEEL SYMMETRICAL THREADED TOE NAIL TONGUE & GROOVE TOP & BOTTOM TOP OF TUBE STEEL TRIMMER TYPICAL UNIFORM BUILDING CODE UNLESS NOTED OTHERWISE VERTICAL WEIGHT WELDED STUDNVOOD SCREW WELDED WIRE FABRIC WELDED WIRE MESH Sheet List Sheet Number Sheet Name Drawn By Approved By Checked By Designed By Sheet Issue Date A100 Cover and Notes SEB SEB SEB SEB 12/31/20 A101 Site Plan SEB SEB SEB SEB 12/31/20 A102 First Floor Plan SEB SEB SEB SEB 12/31/20 A103 Second Floor Plan SEB SEB SEB SEB 12/31/20 A104 Roof Plan SEB SEB SEB SEB 12/31/20 A105 Elevations SEB SEB SEB SEB 12/31/20 A106 Section 1 SEB SEB SEB SEB 12/31/20 A107 Section 2 SEB SEB SEB SEB 12/31/20 Wall Schedule Type Type Mark Assembly Description Function Fire Rating Area Count Volume Width Curtain Wall 6 Exterior ° 90 SF 1 0 CF Exterior - Wood Siding on Wood Stud 2 Exterior Wall Construction Exterior Demo 1 st Floor Square Footage 230 2987 SF 23 1756 CF 7 1/4" Interior - 4 1/2" Partition 3 Partitions - Drywall w/ Metal Stud Interior Total 1st Floor Square Footage 1974.06 34 SF 2 13 CF 4 1/2" Interior - 4 3/4" Partition (1 -hr) 5 Partitions - Drywall w/ Metal Stud Interior 2571 SF 37 1017 CF 4 3/4" Siding-JamesHardie-Artisan®-Lap-Prim ed -5.25" U) Exterior Walls Exterior = 182 SF 1 76 CF 7" Keys and Symbols SIM 1 A101 D10 30"x70" Ref 1 7A101 1 � 1 Ref 1t O 0 Name gL Elevation Room name 101 150 SF A( SIM 1 A101 20 R @ 7 1/2" W1i 1t 2448 CALLOUT HEAD DOOR TAG ELEVATION MARK FLOOR TAG GRID HEAD KEYNOTE TAG LEVEL HEAD NORTH ARROW SECTION HEAD STAIR TAG WALL TAG WINDOW TAG aVb to contact@arquibyte.com I www.arquibyte.com No. Description Date Partition Types PROJECT NUMBER ® 3/4" Siding Clapboard Air Infiltration Barrier 1/2" Plywood Sheathing DRAWN BY SEB 5 1/2" Fiberglass Batt, 2" x 6" Wood Stud Vapor Retarder CHECKED BY SEB 1/2" Gypsum Wall Board ® - 1/2" Gypsum Wall - 3 1/2" Wood Stud - 1/2" Gypsum Wall ® - 5/8" Gypsum Wall - 3 1/2" Wood Stud - 5/8" Gypsum Wall Cover and Notes Scale 1/4"= 1'-0" A100 DATE 12/31/20 N O ao Project Information ° Existing 1st Floor Square Footage 1240 14 Of Demo 1 st Floor Square Footage 230 New 1st Floor Square Footage Add 964.06 cu Total 1st Floor Square Footage 1974.06 mi t Existing 2nd Floor Square Footage 678 CU New 2nd Floor Square Footage Add 425.61 — U) Total 2nd Floor Square Footage 1103.61 = -o cu v m Total Added Square Footage 1389.67LU Total Square Footage 3077.67 >N a) New Added Front Patio Square Footage 35 00 Y CD N Existing storage unit to be demolished (820 SF) No. Description Date Partition Types PROJECT NUMBER ® 3/4" Siding Clapboard Air Infiltration Barrier 1/2" Plywood Sheathing DRAWN BY SEB 5 1/2" Fiberglass Batt, 2" x 6" Wood Stud Vapor Retarder CHECKED BY SEB 1/2" Gypsum Wall Board ® - 1/2" Gypsum Wall - 3 1/2" Wood Stud - 1/2" Gypsum Wall ® - 5/8" Gypsum Wall - 3 1/2" Wood Stud - 5/8" Gypsum Wall Cover and Notes Scale 1/4"= 1'-0" A100 DATE 12/31/20 eequibyte contact@arquibyte.com I www.arquibyte.com 200.0' NORTH PROPERTY LINE @ FENCE 45'-3" 87'-3" 89'-0" z — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ _ — — — — _ � — — — — — — — — — — — — — — — — — _ — — — — — — — _ — — — _ — = The chimney not to encroach - within 3feet of the setback 9 I a I Existing storage unit to be demolished (820 SF) � Existing storage unit N (820 SF) NEW ADDITION \\\\\\\\ 52'-0" ' CLOUDED AREA'S ARE THE ADDED AREA 4-0 o � w b zl I I w Z1 �1 Lu 1 �'s" Lu q "' 0 z 10 d 45'-3"-31/2" N 0 z EXISTING CARPOT ~ O Q � I w N 111 m m III L - - - - - - - - - - - L 1 C13 N � 45'-3" '-31/2" 23'-4" 14'-73/4" 25'-113/4" 89'-0" C-) LLI Z N — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Site Plan 200.0' SOUTH PROPERTY LINE No. Description Date ENGINEERING COMMENTS: 1/8" = 1'-0" 1. Public Improvements are required for this project, to include vertical curb and Reviewed by the city of wheat Ridge gutter, a 5' attached sidewalk and an ADA compatible drive cut. However, as there Engineering Division are no adjacent improvements to connect to, the City recommends applicant provide APPROVED fees in lieu of construction. Re: Conditions of Approval for further details. 2. A ROW Construction Permit is required prior to the start of any construction BY. Mark Van Nattan within the public ROW. MVN 2/7/21 DATE: 2/7/2021 COMMENTS: Approved with comments. Re: Conditions of Approval. PROJECT NUMBER DRAWN BY SEB CHECKED BY SEB Site Plan Scale 1/8" = 1'-0" A101 DATE 12/31/20 m X v N 9=01 111, 11 PAN I Y r vNw G1%ROOM d�lh m •a. Existing First Floor 1/4° = 1,_0„ ra •VM we« New Firepla Proposed First floor Plan 1/4" =1,_0„ erquibyte cant a@arqu ieyteccmarquieycom Z O H PROJECT NUMBER DRAWN BY SEB CHECKED BY SEB First Floor Plan Sale 1/4 - 1 0• A102 DATE 12/31/20 1 n41o3 0 42-7 2 A- - - - - - contact@arquibyte mm I www arqui eytemm z it O 0 Double Sided - w Fireplace Fs MEQ: r athroo so' 6' - 4 New Addition D66 DOS 32x72' 8 SF 6xao° co r0„ - Master Bedroom 7 13 O lO T24' s" 335 SF M Closet Laundry chute - �. � cc N roelY 24';36' 15 tobelow. - 24'' 6' m fa} e 3 O N o w y � Windows, bed and a door aligned& K entered _ D66 owlk6 FQ[ room) ® o w F 17 r `� X111 - wood Joi 10°- - - � jq MTM rp wood ish 5 SF acssa u•t,. U m _ l I TW - �W >4 z i �. Z 0 38 `� ry ® D36 30"x80" S D 2.. 11 keilin Dro HVAC 1No Revision Description DazDate 9EOROOMI D37 above. YTSxVd vp ]] 12'41/2 00"x84" 11'-11/4" 0 alc� as eiro.wc 36;36' 32072„ y/� � D54 MO _ 11'-11/4 V� ®� 48X80" a � - Bedroom o > Bedroom 12 18 The chimney no to encroach 131 SF - 108 SF BEDRf:dM] within 3feet of M1a setback CN Wir1P1 �� m D54 i 0���� �'> PROJECT NUMBER porcn row _________ 36x36't or mm 48'X80"or 82 48' 4 82 8" CHECKED By SEB 48'x48" Second Floor Plan Existing Second Floor Proposed Second Floor Plan 1/4" = 1'-0" 1/411 = 1'-0" Scale 1/4" — 1'-0" Al 03 DATE 12/31/20 9=01 111, 11 PAN I Y r vNw G1%ROOM d�lh m •a. Existing First Floor 1/4" = 1,_0„ ra •VM we« New Firepla Prop 1/4" = 1,_0, erquibyte cant a@arqu ieyteccmarquieycom Z O H PROJECT NUMBER DRAWN BY SEB CHECKED BY SEB First Floor Plan Sale 1/4 - 1 0• A102 DATE 12/31/20 1 n41o� 0 42-7 2 A— — — — — — contact@arquibyte corn I www arquibyte corn z it O 0 Double Sided - w Fireplace Fs MEQ: r athroo so' 6' - 4 New Addition D66 DOS 32x72' 8 SF 6xao° r0„ - Master Bedroom 7 13 O lO T24' s" 335 SF Closet Laundry chute N roelY 24';36' 15 to berm - 24'' 6' m fa} e 3 O N o w ow q Windows, bed and a door aligned& K entered _ D66 owlk6 FQ[ room) ® o w F 17 r `� X111 - wood Joi 10°- - - � jq MTM rp wood ish 5 SF acssa u•,,. U m _ l I ,,, - �W >4 z Z/ ]PwYb 38 `� ry ® D36 30"x80" S D 2.. (11 Ceiling Por HVAC 1No Revision Description DazDate 9EOROOMI D37 above. 21'�4 vp ]] 12'41/2 00"x84" 11'-11/4" 0 alc� as eiro.wc 36;36' 3D662„ 11'-1 1/4 ®� 48D5X84 0" 2 - Bedroom o a Bedroom 12 18 / 131 SF - 108 SF eeoRI I m o t�wstw �� m 054 0���� 2'> PROJECT NUMBER 36x36' 20 48'X80"� a — — — DRAWN BY SEB o 48'ffix4848' 4 82 8" T CHECKED BY SEB " Second Floor Plan Existing Second Floor Proposed Second Floor Plan 1/4" = 1'-0" 1/411 = 1'-0" Scale 1/4" - 1'-0" cRr � Wheat RMge Al 03 a�xe�Ru oirlwR DATE 12/31/20 M X 7 N 42'-7" 18 Roof 12'-31/2" _12'-31/2" R$ 0 0 N a Second Floor Second 9' 0" 1 9' 0" First Floor 0" West 3/16" = 1'-0" -III III III III III= 42'-7" First Floor 0" South 3/16" = 1'-0" �? Roof �� L R$ o0f 18.0 M Second �J 9'-0" First Flc 0" East 3/16" = 1'-0" 67'-0 1/2" aVb to contact@arquibyte.com I www.arquibyte.com U U U U =EE1 =EE1 EEI z O H III III III III III III III III III III III III III III III III III III III H -M-M MEN III III III III III A�IIIpIII III III III III III III - III III III III III III III III III III III III III III III III III III First Floor 0" III�III North II 3/16" = 1'-0" ■ ■ III -III HEM - IIIH - F Gry o1 Wheat Ridge No. Description Date PROJECT NUMBER DRAWN BY SEB CHECKED BY SEB Elevations Scale 3/16" = 1'-0" Al 05 DATE 12/31/20 M X 7 N Zco 0 0 U rn A B cu 67'-0 1/2" � C U) Uu LU z Y N III III III III III III III III III III III III III III III III III III First Floor 0" III�III North II 3/16" = 1'-0" ■ ■ III -III HEM - IIIH - F Gry o1 Wheat Ridge No. Description Date PROJECT NUMBER DRAWN BY SEB CHECKED BY SEB Elevations Scale 3/16" = 1'-0" Al 05 DATE 12/31/20 M X 7 N 2 2ND FLOOR OF THE HOME IS GOING FOR EXISTING TRADITIONAL CEILING 1/4" ASPHALT SHINGLE = JOIST FRAMING TO CATHEDRAL 1211 CEILING 3/4" PLYWOOD SHEATHING 12•• 6.. 6 RAFTER 2" x 8" 2 A106 Roof GUTTER Roof 18' 0" DOUBLE TOP PLATE 18'-0" FASCIA , Second Floor 's 1 Master Bedroom 13 335 SF 5 1/2" R-19 BATT INSULATION 1/2" PLYWOOD SHEATHING PLASTER 1/2" GYPSUM WALLBOARD Bed room/Office 0 114 SF Detail 2 - A106 - 3/4" = 1'-0" pFirst Floor 3 A106 V h � IIII VIII VIII VIII VIII VIII VIII VIII VIII VIII III VIII � IIII III Z Z 1/2" GYPSUM WALL BOARD 51/2" R-19 BATT INSULATION III III III � III � ISI III 1/2" PLYWOOD SHEATHING V IhI ISI V III III DOUBLE BOTTOM PLATE PLASTER 2" X 6" III III III III IIII III Floor rst FiWATER TABLE III— p.. -LAPS 1" AT FOUNDATION III ZZZ� �ZZZ IIII � aaao ANCHOR BOLT 00.5" a FIT M M _1 M M _9 M M _1 M M Z CONCRETE FOUNDATION II III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III IIIIIIIII— IIIIII III III. Section 1 (IIIIIIIII 3/8" = 1'-0" ISI III III III III III IIIIII III III III III IIIIII III III Detail 3 - A106 3/4" = 1'-0" (Wheat Ridge aVb to contact@arquibyte.com I www.arquibyte.com Z ZN Z00 O a� io t Cu a) U) U LLI >' z Z °'00 m N No. Description Date 1 Revision 1 Date 1 PROJECT NUMBER DRAWN BY SEB CHECKED BY SEB Section 1 Scale As indicated A106 DATE 12/31/20 M X 7 N B 2 A107 Roof 18'-0" ' Second Floor ' First Floor 0" 7-- 2ND FLOOR OF THE HOME IS GOING FOR EXISTING TRADITIONAL CEILING JOIST FRAMING TO CATHEDRAL CEILING �I I I I I I I I� � � III III III III III III III III III III III III III III III III III III � ISI I I III III III III III III III III III III I I ISI — III III 1 1 VIII 1111111 III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III Section 2 1/4" = 1'-0" Roof 18'-0" Second 9'-0" First Flo( 0" B Detail 2 - A107 1/2" = V-0.. BUSS BOTTOM CHORD X 8" Roof 18'-0" ORNICE EILING WB ON FURRING AK FLOORING 3/4" PLYWOOD SHEATHING EILING JOIST 2" X 10" Secon 9'-0" 1/2" R-30 BATT INSULATION OUBLE TOP PLATE 'X6" KTERIOR HORIZONTAL CLADDIN 2" GYPSUM WALLBOARD 1/2" R-19 BATT INSULATION 2" PLYWOOD SHEATHING /4" CLAPBOARD OUBLE BOTTOM PLATE 'X6" First F CATER TABLE 0" %PS 1"AT FOUNDATION ONCRETE FOUNDATION NCHOR BOLT 00.5" DOUBLE TOP HEADER 2" X 6" DOUBLE SILL PLATE 2" X 6" TRUSS RAFTER 2" X 8" DOUBLE BOTTOM PLAT 2" X 6" FLOOR JOIST 2" X 10" CEILING GWB ON FURRING 4" CONCRETE SLAB CONCRETE FOUNDATION aVb to contact@arquibyte.com I www.arquibyte.com N Z00 O U rn cu t Cu _a) U) U LLI _ z Z°' 00 m N No. Description Date 1 Revision 1 Date 1 PROJECT NUMBER DRAWN BY SEB CHECKED BY SEB Detail 3 - A107 Section 2 1/2" = 1'-0" Scale As indicated City of Wheat Ridge A107 DATE 12/31/20 M X 7 N 0, TYPICAL, ro p jq. �?, I -ell 0 L .... ...... ....... 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Oki j t AL J (IL5)ttS +T A VA x;13067 IYAL OF C Owner: Aefril Perera Project: Addition Engineer.• Cecil tickstrew, p 2686 Newland St 2686 Newland St Email: Cecil @ ecsidenver.co W heat Ridge, C0.802.14, Wheat Ridge, CO Ph- 303-688-2387 EK. asi.ri.i.perera@gmail.com Ph: 213424-0352 MCI Wheat""" Wheat Ridge ' mg ""o .1dMg DWMISWon '7 I S -G �H 41 Allowable Holes 11 Trus Jolst • TJI® Joist Specitier's Guide 2026 • April 2005 v rr r No field cut Minimum distamce from Table A Minimum distance from Table B # o 13067 ^v{067 holes in { hatched zones �+ 1'h" hole may be cut _,. _: ........ ;�aliyvvhere in web out-k�4side hatched zone F 6" TQ'iD� DiL2 2 x Lz I6° 6" I Da not cul holes largerum minimum Dz than 111z" in cantilever (applies to all holes except knockouts) W Table A—End Support a E Minimum distance from edge of hole to inside face of nearest end support /' PT,� Depth TJI® ----- Round Hole Size _ ;^ ■Square or Rectangular Hole Size -- S `ls ?•z �`� '��/-Ot4G, Cp - -- - --- - --� .. `t�'1 F4lJ > 2" 3" " 4' 5" Me 8'� 11�r. _ 13 2 " 3" 4" 5" 61h" 7" 87AP 11° 13" rT'Uami 210 1'-0" 1 6 2'-0' 3'-0 5-0° 1'-0" 2'-0° 2'-6° 4' 0° 5' 0" --- --- — - --- -4,x., I'rs� - - - --- - _- - _ _- - -----. G. Q'L.A S U N 7 g� o / a n a' •V 00 110 -_.1'-0" 1' 0 1'-0' 1' 0 2'-6" 2'-6' 5'-0' 1'-0' 1'-0' 1'-6' 2'-6' 4'-6' _ 4'-6' 6'-(r q en 11Th" 218 _- 1 0' 1 0 1'-0' 1'-6 2'-6• 3'-0' 5'-6` l'-0" - 1'-0' 2'-0" X-10' 5'-0' 5'-6"-6'-6° $60 1 0° 1 -0' l'-6• 2'-6' 4'-6" 5'-0'l'-0' 1'-0° 2'-6' 4 0 6'-6" 6'-6" T-6" 1'-0' 1'-0' 1'-6' 3'-0' 5--0' 5'-6` 8'-0` 1 -0' 2'-0' T-6' 5 0' T-0' _7'-6"8' 0" 62l� t��fl �� ,U 0000 _ - -- _ - ----- r ---- - - - S 1'-0' 1'-0' 1'-0' 1'-0' 1-0- 1' 0' 2' 6' 5 -0` i 1 -0' 1'-0" 1'-0' 1 -6 3'-6' 4'-0' _ 6'-0"8'-0" _ �� 1 i�F PCi��/' I �+ - K- --- f=UAMUt--,412_1 r~tSul U 14" 210 _•. _1'-0" 1'-0' 1'-0° 1'-0' 1`0' 0' 1' 6' 34 6'-0` 1 1 -0" 1'-0" 1'-0" 2'-0' 4'-0'' 4'-6° _6'-6" 8'-6" 30_0__1'-0" 1'-0' 1'-0° 1'-0' 2-6' 3'-0' 5-6' 8'-0' 1 1'-0' 1'-0' 1'-0".. 2'-6° 5'-6" 6'-6' 8'-0' 9'-6' -- G- SI K -E Pt=r� rG N� CoI�P�CT Su ia(rQ,,4� � M 560 1'-0n 1'-0° 1'_0' 1 -0` 2 6 3'-0� 6 0_-9-0` T — 1'-0' 1'-0` 1'-6 X-15' 6' 6 T-0' 9' 0' 10' 0" M 210 _ IIA 1'-0' 1'-0" 1'-0' 14 1-0' l -6' 3 -W 6"-0' i 1'-0" 1'-0' 1'-0' 1'-0' 2'-6- 3'-6' 6'-0" 8'-W 10'-6" plc C w w � 16" 360 _ 1'-0" 1'-0' 1'-0" 1'-0 1'-0' 1-0° 347 6'-tl}_ . 9'-0°• 1 1 `-0' -1'-0' l'-0' 1'-0' 4'-0' S'-0' 9'-0' 10'-0° 11'-6' . _ _560 1'-0' 1'-0' 1' 0' -01 s ?..- _ 3 6'-W _.10-0' ;?^-0' V-0-0� _ i _0- 1'-6" 5'-0' 6'-0°-._ 10' 0' 11'-0" 12'-0' Table B—Intermediate or Cantilever Support �x��i��°'c T�Ze^-,r M Minimum distance from edge of hone to inside face of nearest intermediate or cantilever support VI!%s (Qxl (� Round Hale Size ,Square or Rectangular Hole Size 5 L/�r3-GI J - �A-a•C• SL o f'� U Depth TJI® -- _ .. _ R - - —7` C-�-_ JdAA A• ' 2" 3" 4" 5" 6 - r 8"s' _11' 13°_:_ .2` 3° 4"_ 5" 6'�z" 7" 8�i6" 11° 13° 9th" 11D,-_ 1' 6' T-15' 3 0' - s' 6" 2'-B' 3'-6'_F_6-6,-6- -— , _ �9 F �V' F p d t3 bA 210 2'-0' 2'-6" 3'-6' 4-6 Z 6' 3'-D` 4'-0' -0' 110 _- _ 1'-0' 1'-0* 1'-6' 2'4 _4 S -;i 1 -0° 1-6° 2'-6' 4'-0' 6'-6- T-0' 9'-0' 11�h" 210 -_ 1 -0`. 1'-0° 2'-0' 3-9 = -t+ s '3-0' ; -0' Z4 3'-0° 4 6 7` 6 8'-0� 10'-0' � a G � T I. f = to Z - .- ce O• I 41 tp N 360 2 -0' 3'-0° 4'-0' 5-61 _ _7 *j � c -T 3'-6' T-0' T-0' 9'-6'-9 -6 11'-0� - / 'O .c O 560 11-4 3'-0° _ 4'-6' 5 -6' a'•�r E 4 '2 3 0 4' 6' 6 0'- 8 0 10 6 11'-0' 12'-0' - -- r� _ go 110 _ __- 1 -0' 1'40' 1-T 1-0° 3 x s Y E -T 1'-0° 1-01 1 - 0 2'-6' 5' 0" 6'-0' 9-0' 12'-0" G TR U 0� D ��'�� CL N 14" 210_ 1'-0° 1'-0' 1"-!�` 1 0 %-£t' 9 1' 0' 1 -0' 2 --0 _3 FT 6' 00 7 0 10 0' 12 6 - �OI�h't dR (=Ok€`f ��1:a�` .600_ - 1'-0' 1'-Q 2 -0° 3 -h _ 12 1 ' 0° 2 -0` 4 0 5 6 9'-0' 10 -0 12'-G" 14'-0" f t't ram Ic ' _ moi, A E _ 5110 1'-0' 1'YD 1-6 1'-0° 3'-0" 5'-0' 7 0' 10 0 11'-0 13-6' 15'-0' j i - t j l' . �'o l- s ,� �� O txo - _ 210 - 1-0' 1'-0 1 -ft - �^ : -_ 5 -6 9 -6' 1 -0' 1'-0" 1'-0" 2 0 4 -0 T-6 9 6' 12'-6" 15: 3" 16" 360 1 0` 1'-fF 1=0' -0' 13' 6° 1' 0" 1'-0" 2'-0" 4 0 7 6' 8' 6 ' 13'-0' 14'-6' 17 -0' = v p EES ,� -� �, O N 560 1'-0' 1 0 14 -0° 15'-0' 1' 0" N U i M Rectangular holes based e^ ^aas. -_ . ~ :: m DO NOT Q How to Use These Tables General Notes cut or notch flange. Z 4 •M 1. UsingTable A End Support). Tat'•s Y Hale , „ tV s may be located vertically anywhere within the .� j Q se � � , (Intermediate or Cantilever Supper: : ::-- sreh. Leave %' of web (minimum) at top and bottom determine the hole shape/size arc s_ _: "le. R �tl ��•t t ® N �? w 0L joist and depth. � r�nkouts are located in web at approximately 12" 2. Scan horizontally until you intersect tr._ _ _ __ _ = enter. they do not affect hole placement.T-6j]T�- - - size column. For simple -span (5' minimum) uniformly loaded 3. Measurement shown is minimum distance ` :- joists meeting the requirements of this guide, one DO NOT edge of hole to support. maximum size round hole may be located at the cut holes in cantilever 4. Place the hole so that the required minimum: center of the joist span provided that no other holes reinforcement. distance from the end and the intermediate or occur in the joist. C" of cantilever support is maintained. Distances are based on the maximum uniform loads Wheat Ridge shown in this guide. For other load conditions or hole configurations, use TJ -Beam software or Building Divison, contact ydur Trus Joist representative. Narrative: Owner wants to demolish approximately 9 If of the existing east 1st floor structure and replace with 14'-8" 1St & 2nd floor addition and add 26' of easterly 1" floor structure to his existing house. The existing 2"d floor roof is to be demolished and replaced with a vaulted ceiling as is the new 1St floor addition to have a vaulted ceiling. 5. A 7 edges by 2 x 4 framing. Three-quarter inch T&G plywood or OSB for sheeting shall be nailed with 10 d nails as referenced above and glued to the Joist. C. Pre-engineered lumber shall be trust joist for I joist and Microlams for LVL's (Fb= 2800 psi). Two thickness LVL beams shall be secured together with 16 the nails at 12 inches on center each top and bottom for microlams 117/8" & shallower and together with 16 the nails at 12 inches on center top, middle and bottom for LVL's beyond 117/8" in depth. Three thickness of LVL shall be secured together as referenced above except 16 d nails shall be replace with 1/4" x 4 %" SDS screw from each side. D. Roof joists shall be secured to framing supporting walls with H2 .5 clips and blocking or rim joist as shown on the drawings. E. Wood headers shall be as follows unless shown otherwise on the plans. Opening Size Header Trimmers and King Studs each side opening 2-6" or less (2) 2x4s (2) 2x T & (1) 2x K 2'-7" tp 3'6" (2) 2x6s (2) 2 x T & (2) 2xK 3'-7" to 5'-0" (2) 2x8s (2) 2 x T & (2) 2xK 5'-1" to 6'-6" (2) 2 x10s (2) 2 x T & (2) 2xK 6'-7" to 8'-0" (2) 2x12s (2) 2 X T & (2) 2xK 8'-1" to 10 (2) 1 %"x9 1/2 LVLs (2) 2 X T & (3) 2xK Openings beyond 10', see plans 2 x_: Stud of wall thickness Stairs & Guard -Rails: A. Guard rails shall be a minimum of 36" high. B. Staiir treads shall be a minimum of 10" and stair risers shall be a maximum of 7 %" high and minimum of 4" high. C. Stair hand rails shall be 1 %' diameter and be 36" above nose of stairs. Egress Windows shall have a net clear opening of 5.7 sq. ft. have a net clear height 24" and clear width of 20" with sill no more than 44" AFF. House seal: Exterior walls shall be sealed completely with Tyvek House Wrap or equal. Windows and doors shall be sealed with Protective wrap Flashing. Should a discrepancy occur between the architectural drawings and the structural drawings and site conditions or between any of the above, contact the engineer for resolution. * ZA13Q67 s General Notes: 1. Loads used in building design: ��''�'�' g A. Roof anow Load -----------------------------------------------------------30 psf LU B. Wind Load ----------------------------------------------------115 mph Ult, Exp B C. Floor Loads------------------------------------------------- 3 ----------------40 psf a� D. Seismic ------------------------------------------------------Class D & Category B E. Applicable building Code: 2018 IRC and amendments Y 6 PJ 2. Concrete: as CO A. All cast in place concrete shall be made withl Portland cement (maximum of 15% fly .v qg N ash replacement for cement) and three-quarter inch stone aggregate and shall °® v� develop a minimum ultimate strength of 4000 psi for foundations and slab on grade. t 00qJ m B. All concrete and concrete reinforcing and placement shall be in accordance with IRC i M 2018. C. All concrete reinforcing steel shall be high-strength deformed bars. ASTM LU Ui a designation A 616 grade 60, except for bars to be field band which will be grade 40. Concrete reinforcing steel to be protected by 3 inches of concrete when concrete is placed against the earth and 1 %" for concrete poured in the forms. Lap splices shall be 30 bar diameters (minimum) long. Reinforcing shall beo cn 0 continuous around corners by using in number five corner bar L 2' x 2'. & D. Epoxy shall be Hilty HIT 70 or equal. -0 _� tw 3. Foundation: Q A. The foundations for the proposed structure has been designed for a soil bearing (D pressure of 1500 PSF based upon this engineer's experience with soils in the area®� t and observation of the 4 foot deep test pit. Bottom of the foundation trench must N be compacted solid. The engineer is to observe and approve all foundation and slab subgrades prior to the pouring of the foundations and slab -on -grade. N cf � o B. 12 inch wide grade walls can be earth formed. All loose material must be removed ai 00 t� N from the bottom of the foundation trench and the bottom of the foundation trench a) N 0 m reasonably compacted.CD QJ Q N C. Provide 2" x 2' deep continuous foundation insulation on the inside face of the 12 inch grade wall as shown on -the plans. e rv1 D. Slab on grade should have all top soil & roots removed scarified 4" to 6" deep and u z 09 N wheel rolled with moisture to provide a solid subgrade for the slab on grade 00 � W t subgrade. 0 ;� w 0. E. The subgrade for the slab on grade needs to be fine graded to ± 1/8" with 2 inch extruded Styrofoam or formula foundation insulation installed between the slab on grade in the subgrade as shown on the plans. No insulation is to occur in the area of pad footing CKyot 4. Wood: Wheat Ridge A. All framing lumber should be Hem Fir #2 or better or equal and when noted on the Bu�ldirgDW!Wn plans shall be treated. B. Roof, floor and wall sheeting shall be a plywood or OSB of thicknesses per plans and should be nailed with 8d nails at 6 inches on center on the edges and 12 inches in the field unless otherwise noted for wall sheeting and shall be supported on all e.. i Rickstrew Engineering LLC Cecil Rickstrew, P.E. 1627 Glen Moor Dr. Lakewood, CO 80215 December 30, 2020 Asiri Perera Email: asiri.perera@gmail.com h'#: 303-668-2382. ail: Cecil@ecsidenver.com * X13067 LI--�, 6- 2 AL t� �V Of cOV Re: Mechanical Mezzanine over 5'10" hall way This letter shall serve as this engineer's report of 12-30-20 with respect to the above referenced address: The owner wants to install a mezzanine over the attached hallway and possibly the adjacent bathroom to support a furnace. In accordance with the attached drawing and calculations, the existing floor joist will support the additional load of the mezzanine. When the new mezzanine is constructed in accordance with the attached drawings, the mezzanine and the its supporting area will be structurally sound, Cecil Rickstrew, P.E. Cita or Wheat Ridge U) A+14 -t l -F I�-L � c,✓ xs Y � s s H--tw � S �r_r, w � PGss � P�—� ov�`� � s Y� � t'i'p-•-,��}r�Tu ; : a ' , � 5� � , - , �1j Muir Bnhroom 15, qV 1-14 065 - � I4— aadilion �C ose a 78 SF 20— C.WLLuL,4q-IottS :1 - 7-1 7-11-e "CSC Hsu HE -=a Q EA-fLI t4t�hl TPEu.lt,Lj-s ui 14-f C-4 l F r rton-N AR- C -u �yyPP� �c (!>y T -1-4-c— Master Bedroom 13 ]6 321 SF clos4t . 15 J43 t142n 5.10 tM' wan sdroom B°�O°ro12—ie SF 108SF H E Second Floor Plan 300#- A- P-- PjkPpL-Erz ova dux 5, 1 3z,x 4J A- LL,. L R—f2-. sp X (, 3 x Ia �-k I , CRY at Wheat Ridge wwm -- '" !,--,06711 a r r CO�- ��AruE� Type Mark Quantity Rough Opening Width Rough Opening Height Type Manufacture Model Material Glazing 81 4 4' 4' Sliding Prime Premium Series 900 Vinyl 3/4" insulated glass 79 7 3' 3' Sliding Prime Premium Series 900 Vinyl 3/4" insulated glass 69 4 4' 4' Fixed Prime Premium Series 900 Vinyl 3/4" insulated glass 70 4 4' 2' Fixed Prime Premium Series 900 Vinyl 3/4" insulated glass 71 2 5' 3' Sliding Prime Premium Series 900 Vinyl 3/4" insulated glass 66 1 3' 4' Sliding Prime Premium Series 900 Vinyl 3/4" insulated glass 80 6 3' 4' Sliding Prime Premium Series 900 Vinyl 3/4" insulated glass 74 4 2' 3' Single Hung Prime Premium Series 900 Vinyl 3/4" insulated glass 84 1 5' S' Sliding Prime Premium Series 900 Vinyl 3/4" insulated glass 72 1 6' 4' Sliding Prime Premium Series 900 Vinyl 3/4" insulated glass *New windows to have a U value of .30. Existing windows are .35. C1ry of Wheat Ridge Outdoor fireplace 55,000 BTU (67 CFH) 30' 55' Furnace 30,000 BTU (36 CFH) Double Sided Fireplace 38,000 BTU (49 CFH) '' 15' 40' 3 " Furnace 60,000 BTU (73 CFH) Stove 73,000 BTU (89 CFH) f" 5' Water Heater 76,000 BTU f' 30' (9.2 CFH) Dryer 25,000 BTU (30FH) l 4" 24' 3 ' 13' Appliance BTU CFH Stove 73,000 89 Water Heater 76,000 92 Furnance 60,000 73 Dryer 25,000 30 Furnance 30,000 36 Linear Fireplace 50,000 61 Double sided fireplace 40,000 49 Outdoor fireplace 55,000 67 Total BTU 409,000 496 P - 1 4 4 Linear Fireplace 50,000 BTU 2,.. 2,„ 3' 2- 13' (61 CFH) Gas 500, 000 BTU Meter Meter (496 CFH) TABLE 401 SCHEDULE 40 METALLIC PIPE Gas Natural Inlet ressure less than 2 psi Pressure Drop 0.3 in. w.c. Specific Gravity 0.60 cxy of Wheat Ridge PIPE SIZE (inch) Nominal 1/y 3/c 1 111, 111, 2 211, 3 4 5 6 a 10 12 Actual lD 0.622 0.82A L049 L380 1.610 2067 2469 3068 4.026 SA4] -Gas 1%1 10.a- 11.938 Length IN) Capacity in Cubic Feet of Gas Per Hour 10 131 273 514 1,060 1,580 3,050 4,860 8.580 17,5010 31,700 51,300 105.000 191,000 303,000 20 90 188 353 726 1,090 2090 3,340 59Ci 12.000 2180- -_ - ".400 132,000 2086_: 30 72 151 284 583 873 1,680 2,680 4]- 3560 17.E; _ _ 38200 106,000 16- 40 62 129 243 499 747 1,"0 2e 8.270 150- _1200 49,800 90.4._ 50 55 114 215 442 662 1,280 _ _ _ - 7,330 13.30 _ WO 44100 80.0 60 50 104 195 490 600 1,160 1_ 3.260 6,640 1200 3.W0 40,000 72.'_;: 70 46 95 179 368 552 1.060 _ 3.000 6,110 11.100 17900 36,800 66FGJ 80 42 89 167 343 514 2.790 5,680 10,300 16,700 34,200 62100 98,400 9040 83 157 322 482 5'0 5330 9,650 15,600 32,100 58900 92300 100 38 79 148 304 455 877 - 3.040 9,110 14,800 30,300 55,100 87,200 125 33 70 13' 269 403 777 1.240 i'- 4,460 8,080 13,100 26,900 48,500 77300 EXTERIOR WALL 1/2" G.W.B. W/ 2 -GOATS OF LATER PAINT LINGO ITIEiNED INSULATION a ALL INTERIOR FINISHED AREAS AGE PER SCHEDULE SPRAY -IN BEAD OF FOAM ADHESIVE SILL PLATE PER PLAN //'� INSULATION, TYP. EDGE OF RIM JOIST \ RIM INSULATION R -VALUE (212x TOP PLATE Ys" GYP. BOARD ON rALLS AND CEILING, AIR SEALED AT PER EXT WALL CAVITY RETARDER, MAI'tTAIN ALL JOINTS, 5EAM5, AND REQUIRED 517AGE PENTRATION5. ,T(P) RIM JOIST PER STRUCT. SPACc AND CEILING, AIR SEALED 2x WD. STUD5 AT ALL JOINT5, 5EAM5, SILL PLATE SEALED TO AND PENETRATIONS. (1YP) WALL IN5l1I ATION SUBF�OOR DOABLE TOP PLATE 1/2" GJN.B. W/ 2 -GOATS OF LATEX CONDITIONED (ryp) PAINT @ ALL INTERIOR FINlSHIE1� 5PACL EXTERIOR WALL AREAS Y2" GYP. BOARD ON WALLS INSULATION AND CEILING, AIR SEALED 4 PER SCHEDULE TO 5UBFLOOR PENETRATIONS. (TYP) IN DIAD AND R-4.2 WHIER£ LESS THAN 3' IN DIAMETER. DUCTS OF PORTIONS OF THAT ARE CONT. 2X4 BLOCKING FOR G.W.P. COMPLE=TELY LOCATED INSIDE THE BUILDING THERMAL ENVELOPE ARE EXEMPT FROM �- INSTALLATION THE DWELLING UNIT SHHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF RIM JOIST DETAIL 2X4 BLOCKING FOR T�gS PER 5TRUG7 G.WB. INSTALLATION-� 1/2" H.B.G.W/ 2 -GOATS OF LATEX PAINT ® ALL INTERIOI`?- FIN15HED AREAS FRAMED ATTIC KNEE WALL OR TRUSS PER STRUCTURAL WALL INSULATION PER SCHE12ULE ATTIC, INSULATION PER SCHEPULE THERMO-PLY OR OTHER RIGID PANEL KNEE WALL SILL PLATE PER PLAN DOUBLE TOP PLATE OF INTERIOR FRAMED WALL WALL DETAIL INSULATION BAFFLE INSULATION PER SCHEDULE 1 �ATTIC ACCESS PANEL FIN15HED CEILING CEILING FRAMING WEATHERSTRIP ATTIC ACCESS DETAIL INTERIOR WINDOW SILL EXTERIOR HALL INSULATION PER WINDOW UNIT I SCHEDULE , �-INSULATION ZBACKER ROD OR OTHER AIR BARRIER WINDOW TAPE OVER WINDOW NAIL FIN EXTERIOR WINDOW DETAIL I I SCALE: 1-1/2"=H'-0" TYPE 'IG' RATED FIXTURE TESTED AND LABELED FOR 2.0 CFM AIR MOVEMENT PER i t ASTM E 283 1 1 GASKET BETWEEN FIXTURE AND 6YMM BOARD OR SEALANT AROUND OPENING 1RECESSED CAN DETAIL IL/ SHEATHING ON UNCONDITIONED SIDE, SEALED AT PERIMETER 2z BLOCKING CONDITIONED A5 REOV SPACE WALL IN5ULATION INSTALLED BEHIND INT. AIR RETARDER INSTALL VAPOR BARRIER, TYR ,Wall Section -Knee Wall SCALE: 3/4" = I'-0" WALL INSULATION INSTALLED BEHIND INT. AIR RETARDER - SILL PLATE SEALED TO 5U5FLOOR - 1145TALL VAPOR BARRIER, TYP. 6YP. BOARD ON WALLS AND CEILING, AIR SEALED AT ALL JOINTS, SEAMS, AND PENTRATION5. (TYP) r --2x BLOCKING -AIR BARRIER SEALED TO BLOCKING TUB THERMOPLY 5HOYER PAN Wall Se.iction -Tub /Shower Pan VALE: 5/4"a U --O' RIM JOIST, RE: EN6. BLOCKING AS REOV V 6YP. BOARD ON WALLS AND CEILING, AIR SEALED AT ALL JOINT5, SEAMS, AND PENETRATIONS. (TYP) INSTALL VAPOR BARRIER TYR 2x WD. STUDS a 16" O.G. (TYP) WALL INSULATION INSTALLED BEHIND INT. AIR RETARDER -9/" T4 O.S.B. SUB FL. GLUED AND NAILED -•---J015T, RE: M. 2 "HOLE FOR CANT. INSULATION 5LOWN-IN INSTALLED BEHIND INT. AIR - GELUL05E RETARDER, MAINTAIN 2x WOOD SILL w/ CONTACT w/ SUBFLOOR SILL SEALER Wall Section - Cantilever SCALE: 3/4" = 1'-0" CONDITIONED SPACE TEG 0.5.13.50 FL. .LIED AND NAILED BLOWN IN51r'L-NTI0N (212x TOP PLATE INSTALLED BEHIND :N�. AIR 101/1.521A,440 BY AN ACCREDITED, INDEf DENT LABORATORY AND i.ISTED AND LABELED BY 1IE MANUFAGTLIRIR PER 402.4.3 RETARDER, MAI'tTAIN CONDITIONED CONTACT w/ 50F-OOR 517AGE UNGONDT.ONED �' 6YP. BOARD ON WALL5 SPACc AND CEILING, AIR SEALED 2x WD. STUD5 AT ALL JOINT5, 5EAM5, I6' O.C. (TYP) VAPOR BARRIER TYP. AND PENETRATIONS. (1YP) WALL IN5l1I ATION '1. R-15/19 - (CONTJSTUD) BA5f3�NT WALLS INSULATION IN CNUOI � WITHOUT HOLES FOR ELECTRICAL BOXES, 6. INSTALL INSONTI INSTALLED BEHIND INT. AIR 2x W. STUDS ® 16' O.G. RETARDER (ryp) 6 tall S: 0 30- rMiTRAT10N 1,11 -FACTOR -FACTOR 3/4' INSTALL VAPOR BARRIER, TYP. EXTERIOR WALL AT INSIDE OF CHASE 111VA N SIMON `•' • AFL � . 1 • SOLID AIR BARRIER MATERIAL SEALED AT CORNERS E PERIMETER (2) 2x TOP PLATE 2x SOFFIT / COFFER FRAMING Y" GYP. BOARD ON WALL5 AND GEILIN6, AIR SEALED AT ALL JOINTS, 5EAM5, AND PENETRATIONS. (TYP) WAIL INSULATION INSTALLED BEHIND INT. AIR RETARDER ---------- VAPOR BARRIER -' S O FIT/C LG . DETAIL. 5 SCALE: 2' = 1'-0" INGLES ON 15# FELT OVER 0.5.8. ROOF DECK BAFFLE BETYEEN TRU55E5 AT SOFFIT VENT LOCATIONS TO SERVE AS AN AIR BARRIER AND PREVENT WIND -WASHING INSULATION ANCHOR AT ALL TRUSS BEARING, RE: ENG T.O.> GYP. BOARD ON WALL5 AND CEILING, AIR SEALED AT ALL JOINT5, 5EAM5, AND PENE7,ATION5. (TYP) T.O.i T.0.1 T.O.F.F: T.0.1 SOFFIT 0 a m Uj tH SIDING OVER 055 T.0.5- . SHEATHING RE: ENG WALL INSULATION INSTALLED BEHIND INT. AIR RETARDER 0 JU SIDING OVER 055 SHEATHING RE: ENG RIM J015T PER MFR. WALL INSULATION FIN15HED GRADE AIR SEALED BETWEEN AIR SEALED BETWEEN WINDOW AND DOOR 101/1.521A,440 BY AN ACCREDITED, INDEf DENT LABORATORY AND i.ISTED AND LABELED BY 1IE MANUFAGTLIRIR PER 402.4.3 ASSEMBLIES AND MANDATORY AIR 5FALIN6 (IEGG SEG. 4024) THE BUILDING EIM OPE SHALL BE SEALED TO LIMIT AIR INFILTRATION. THE FOLLOWING FRAMING. (TYP) z NEATHER5TRIP WINDOWS' Alit BARRIER MATERIAL TO LIMIT AIR INFLTRATION PER 2015 EGG, SECTION 402.4.1: AND DOORS, TYP ;? 2x WD. STUD5 2. Getlklg/attic, 3. Walla I6' O.C. (TYP) VAPOR BARRIER TYP. oa /INSTALL 51H PLATE SEALED '1. R-15/19 - (CONTJSTUD) BA5f3�NT WALLS INSULATION IN CNUOI � WITHOUT HOLES FOR ELECTRICAL BOXES, 6. INSTALL INSONTI TO SUBFLOOR 4" TE6 0.513.50 FL. '- �- GLUED AND NAILED _ ib" O.G. (TYP) 0 30- rMiTRAT10N 1,11 -FACTOR -FACTOR -.-- JOISTS, RE: ENG. INSTALL VAPOR BARRIER, TYP. Y2" GYP. BOARD ON WALLS MTS5 (II:GG SEG. 403.3) SUPPLY AND RETURN DUCTS IN ATTICS SHALT. BE INSULATED TO A MIN. OF R-8, Y HiIC 4 ARE 3" AND CEILING, AIR SEALED 4 AT ALL JOINTS, SEAMS, AND TO 5UBFLOOR PENETRATIONS. (TYP) IN DIAD AND R-4.2 WHIER£ LESS THAN 3' IN DIAMETER. DUCTS OF PORTIONS OF THAT ARE - FILL-/��� 8" THICK REINFORCED i� CONCRETE BASEMENT 4 DAMPROOFIN6 y/� WALLS, RE: ENG ® o INSULATION - FIRE a� STOP VINYL a � 4 Wall Section - 2 Sto 6 ENERGY COMPLIANCE SHEET IF OPTION 2 (SIMULATED PERFORMANCE) 15 SELECTED, REPORT DOCUMENTS SHALT. SUPEROEDE THE NUMBERS IN THE BOX BELOW 201 INTERNATI ATI AIR SEALED BETWEEN INSULATION RF.QUfRD-e- 5 (EGG SEG R402) OTIEIZY SE NOTED, MEETING THE FOLLOWING MINIMUM REQUIREMENTS: 101/1.521A,440 BY AN ACCREDITED, INDEf DENT LABORATORY AND i.ISTED AND LABELED BY 1IE MANUFAGTLIRIR PER 402.4.3 WINDOW AND DOOR MANDATORY AIR 5FALIN6 (IEGG SEG. 4024) THE BUILDING EIM OPE SHALL BE SEALED TO LIMIT AIR INFILTRATION. THE FOLLOWING extends over wall tap plate) A55EMBLIM AND 3. it -ext - R CEILINGS, Iirnited to 500 s). or 20% of total area, whktaver h less. Alit BARRIER MATERIAL TO LIMIT AIR INFLTRATION PER 2015 EGG, SECTION 402.4.1: FRAMING. (T(P) ;? min 2. Getlklg/attic, 3. Walla ' ?7 P 5. R-10 deth pof 2FT - SLAB 6. R-15119 - (CONT151W) CRAWL SPACE WALLS WEATHERSTRIP WINDOWS '1. R-15/19 - (CONTJSTUD) BA5f3�NT WALLS INSULATION IN CNUOI � WITHOUT HOLES FOR ELECTRICAL BOXES, 6. INSTALL INSONTI Flows 7. Gravel space walls T Craml AND DOOR5, TYP 2x WD. STUDS ® 4e 11 C11!FIENESATON (G 5% R402.4 i Ri ib" O.G. (TYP) 0 30- rMiTRAT10N 1,11 -FACTOR -FACTOR / INSTALL VAPOR BARRIER, TYP. 11. RRecesswAss ed lighting III. MTS5 (II:GG SEG. 403.3) SUPPLY AND RETURN DUCTS IN ATTICS SHALT. BE INSULATED TO A MIN. OF R-8, Y HiIC 4 ARE 3" SILL PLATE SEALED 4 1.¢ Electrical#" box on exter1w walls TO 5UBFLOOR 15. NVAG register boots that penetre bulI&S thermal envelope IN DIAD AND R-4.2 WHIER£ LESS THAN 3' IN DIAMETER. DUCTS OF PORTIONS OF THAT ARE TEG 0.5.5. 50 FL. COMPLE=TELY LOCATED INSIDE THE BUILDING THERMAL ENVELOPE ARE EXEMPT FROM �- GLUED AND NAILED THE DWELLING UNIT SHHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF SEALED. _ GT TE�a�� -.-- I JOISTS, RE: ENG. WH ERE REQUIRED BY THE CODE OFFICIAL., TESTING 5HALL BE CONDUCTED BY AN APPROVED ROUGH -IN TEST OR P05T-CONSTRUCTION: TOTAL LEAKA6E WITHIN PRESSURE D1FFt ITIAI. OF THNRO PARTY. A !"KITTEN REPORT OF 1'e RESULT'S OF THE TEST SHALL BE 516NED BY THE , 2x WOOD SILL WITH SILL PARTY CONDUCTING THE TEST AND MWOED TO THE CODE OFFICIAL. TESTING SHALL BE ° PERFORMED AT ANY 11ME A"M CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL. .OPE. SEALER, RE: EN6. ; ANCHOR BOLT, RE: EN6. FOR TYPE E SPACING - FILL-/��� 8" THICK REINFORCED i� CONCRETE BASEMENT 4 DAMPROOFIN6 y/� WALLS, RE: ENG ® o INSULATION - FIRE a� STOP VINYL a � 4 Wall Section - 2 Sto 6 ENERGY COMPLIANCE SHEET IF OPTION 2 (SIMULATED PERFORMANCE) 15 SELECTED, REPORT DOCUMENTS SHALT. SUPEROEDE THE NUMBERS IN THE BOX BELOW 201 INTERNATI ATI PER SQUARE FOOT, WHEN TESTED ACCORDING TO NFRC 400 OR AAMA#VWCSA INSULATION RF.QUfRD-e- 5 (EGG SEG R402) OTIEIZY SE NOTED, MEETING THE FOLLOWING MINIMUM REQUIREMENTS: 101/1.521A,440 BY AN ACCREDITED, INDEf DENT LABORATORY AND i.ISTED AND LABELED BY 1IE MANUFAGTLIRIR PER 402.4.3 UNLE55 1. R-20 or R -I" 2. It -4q (cellbgs wish attic, space, allowed to be R38 N 100% of unwmpressed Vskition MANDATORY AIR 5FALIN6 (IEGG SEG. 4024) THE BUILDING EIM OPE SHALL BE SEALED TO LIMIT AIR INFILTRATION. THE FOLLOWING extends over wall tap plate) LOCATIONS SHALL 13E CAULKED, GASK>rM, WEADERSTRIPPED OR OTt�WISE SEALED WITH 3. it -ext - R CEILINGS, Iirnited to 500 s). or 20% of total area, whktaver h less. Alit BARRIER MATERIAL TO LIMIT AIR INFLTRATION PER 2015 EGG, SECTION 402.4.1: 4. R-30 - FLOOR JOISTS ABOVE WEATED AREAS/GANTILIEVOIS or till =44 (IZ la I. Air barter aid *WWI barrbr min 2. Getlklg/attic, 3. Walla ' ?7 P 5. R-10 deth pof 2FT - SLAB 6. R-15119 - (CONT151W) CRAWL SPACE WALLS 4. Windows, slayllghts and doors 5: joists '1. R-15/19 - (CONTJSTUD) BA5f3�NT WALLS INSULATION IN CNUOI � WITHOUT HOLES FOR ELECTRICAL BOXES, 6. INSTALL INSONTI Flows 7. Gravel space walls T Craml LIGHT FIXTURES OR DUCTWORK S. Shafts, penetraitor�s 11 C11!FIENESATON (G 5% R402.4 i Ri 9. � 0 30- rMiTRAT10N 1,11 -FACTOR -FACTOR separchton 0 55 - SH4YI.I6HT 1.1 -FACTOR 11. RRecesswAss ed lighting III. MTS5 (II:GG SEG. 403.3) SUPPLY AND RETURN DUCTS IN ATTICS SHALT. BE INSULATED TO A MIN. OF R-8, Y HiIC 4 ARE 3" 12 Pbmbing and wk" 13. Show A* on exterior wall OR GREATER IN DIAMETER AND R-6 WHERE LESS THAN 3' IN DIAMETER. &IPPLY AND RETURN 1.¢ Electrical#" box on exter1w walls DUCTS IN OTHER AREAS SHALL BE INSULATED TO A MIN. OF R-6, WHICH ARE 3" OR GREATER 15. NVAG register boots that penetre bulI&S thermal envelope IN DIAD AND R-4.2 WHIER£ LESS THAN 3' IN DIAMETER. DUCTS OF PORTIONS OF THAT ARE 16. F" lace COMPLE=TELY LOCATED INSIDE THE BUILDING THERMAL ENVELOPE ARE EXEMPT FROM THN ° 024.11 INSULATION REQUI�. AIR HANDLERS, GAYn1E5 AND FILTER 80XC-S MUST ALSO BE THE DWELLING UNIT SHHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF SEALED. NOT EXCEEPIN6 9 AIR CHANGES PER NOW IN CLIMATE ZONES 3 THROM 6. TM11NS SHALL GT TE�a�� Be GONDUGIFD !"q1H A Bt.ONER DOOR AT A PRE-cIJRE OF OZ INCHES Wb. (50 PASCALS). DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY ONE OF THE FOLLOWING: WH ERE REQUIRED BY THE CODE OFFICIAL., TESTING 5HALL BE CONDUCTED BY AN APPROVED ROUGH -IN TEST OR P05T-CONSTRUCTION: TOTAL LEAKA6E WITHIN PRESSURE D1FFt ITIAI. OF THNRO PARTY. A !"KITTEN REPORT OF 1'e RESULT'S OF THE TEST SHALL BE 516NED BY THE J INCH ACROSS TIS SY51EK INCLUDING MANUFACTURERS AIR HANDLER ENGL05lJRE, ALL PARTY CONDUCTING THE TEST AND MWOED TO THE CODE OFFICIAL. TESTING SHALL BE RESISTM 50ALL BE SEALED DURING TESTING. KNDOWS, SKYLIGHTS AND SLIDING 6LA55 DOORS 5MLL HAVE AN AIR INFILTRATION RATE OF PERFORMED AT ANY 11ME A"M CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL. .OPE. NO MORE THAN 0.3 CFM PER SQUARE FOOT, AND SHN61NS DOORS NO MORE THAN 05 ON ; .��ST & rw vW-) r-br r' IC K'L... _ A IT 41 `do CA r M.Lj Olt ' ?7 P RIA mu LA ru wuL op - 0 ar, W -G. Pad Footing Insulation Detail Q4* ' )QIP It t' -'P P.. ti O SL� PC 1l difiajioov �. pt4 D lap " ' r ;FI + 1r � I� P" • T c) ';j �• I pow f Lia rljLIL' 1 _ r' SL F-r = j I 1 (> E&P 7 ; a.� r Pr its1111,I U 14 Exterior Footing and SDG Insulation Detail in �n shall comply with one of these r a = insulation depth a + b = insulation depth Commentary Figure N1102.2.8 SLAB INSULATION METHODS COW of Wheat Ridge Duct System Summary New Addition e3 Power 1616 17th St#383, Deriver, CO 80202 Phone: 303-292-1233 Email: andy@e3power.net Web: www.e3power.net Project Information For: Residence 2686 Newland St 2686 Newland St, Wheaatridge, CO External static pressure Pressure losses Available static pressure Supply/ return available pressure Lowest friction rate Actual airflow Total effective length (TEL) IIIIIIIIII� Heating 0.70 in H2O 0.46 in H2O 0.24 in H2O 0.180 /0.060 in H2O 0.092 in/100ft 508 cfm 261 ft Job: 2686 Newland St Date: 1.26.2021 By: AndyWildenberg Cooling 0.70 in H2O 0.46 in H2O 0.24 in H2O 0.180/0.060 in H2O 0.092 i n/100ft 508 cfm Name Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bed 1 c 761 92 102 0.108 7.0 Ox 0 MtFx 17.0 150.0 st1 Bed 2 c 459 61 62 0.104 6.0 Ox 0 MtFx 28.0 145.0 st1 Bed Office h 2392 80 63 0.092 6.0 Ox 0 MtFx 40.5 155.0 st1 A H2 c 1878 235 253 0.109 10.0 Ox 0 MtFx 30.5 135.0 st1 Pantry Landry h 1209 40 28 0.095 5.0 Ox 0 MtFx 33.3 155.0 st1 A Name Trunk Htg Clg Design Ueloc Diam H x W Duct Stud/Joist Opening (in) Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1A PeakAUF 121 91 0.092 362 6.4 8 x 6 ShtMeti st1 st1 PeakAUF 508 508 0.092 653 10.9 8 x 14 ShtMeti Name Grille Size (in) Htg (cfm) Clg (cfm) TEL (ft) Design FR Ueloc (fpm) Diam (in) H x W (in) Stud/Joist Opening (in) Duct Matl Trunk rb2 Ox 0 508 508 65.5 0.092 931 10.0 Ox 0 MtFx city of Bold/italic values have been manually overridden I Wheat Ridge +� wrightsoft- AM-ks/6—h--h—y—p—y Right-Sute®Universal 201919.0.21 RSU20708 A )\Documents\Wrightsoft HVAC\2686 Newland St.rup Calc= MJ8 Front Door faces: W 2021 -Jan -27 16:41:44 Page 3 Level 1 Job M 2686 Newland St Performed by AndyWildenberg for: Residence 2686 Newland St 2686 Newland St Wheaatridge, CO e3 Power 161617th St #383 Denver, CO 80202 Phone: 303-292-1233 www.e3power.net andy@e3power.net CRY of Wheat Ridge Ming Scale: 1 :97 Page 1 Right Suite® Universal 2019 19.0.21 RSU20708 2021-J an -2716:42:22 .ghtsoft HVAC\2686 Newland St.rup Level 2 Job M 2686 Newland St Performed by AndyWildenberg for: Residence 2686 Newland St 2686 Newland St Wheaatridge, CO e3 Power 161617th St #383 Denver, CO 80202 Phone: 303-292-1233 www.e3power.net andy@e3power. net Cllp at Wheat Ridge Ming Scale: 1 :97 Page 2 Right Suite® Universal 2019 19.0.21 RSU20708 2021-J an -2716:42:23 .ghtsoft HVAC\2686 Newland St.rup Rickstrew Engineering LLC Cecil Rickstrew, P.E. 1627 Glen Moor Dr. Lakewood, CO 80215 December 20, 2020 Asiri Perera Email: asiri.l.perera@gmail.com Ji, (130617 F Of r. OV 303-668-2382. rgat . Cecil( a �ecsidenver.com Re: Soils investigation of 2686 Newland St., Wheat Ridge, CO This letter shall serve as this engineer's field soil investigation of December 2020 with respect to the above referenced address: The inspection revealed of an open hole excavated to 4' below grade found the soil to be a medium consolidated brown sandy clay soil which should have a safe soil baring capacity of 1500 p.s.f. for pad footing and continuous foundation walls as well as lightly loaded bearing walls bearing on the 4" slab -on -grade. Bottoms of pad footing and foundation walls must be free of excavation spoils and well compacted. Pad footing are to be isolated from the slab -on -grade with %" x 4" deep expansion joint materials. Foundation walls must be design to span a 10' unsupported soft spot in the soil. Foundation walls must extend a minimum of 3' below grade. Slab -on -grade subgrade must be prepared by removing and disposing of all top soil and soil containing any roots. The subgrade should be scarified to 6" deep and recompacted with moisture by wheel rolling with loaded skid steer or vibratory plate compactor. The slab -on - grade surface must be graded to +/- 1/8" in flatness due to installation of foundation insulation between the slab -on -grade and the subgrade. Foundation insulations must be extruded Styrofoam or Formular 2" thick insulation. Slab -on -grade concrete should be reinforced with Fiber Mesh Reinforcing. The slab -on -grade should have sawn control joints (12' +/- o.c. each way) to %" the slab -thickness sawn within 24 hours of slab -on -finishing. All downspouts should remain clean in order to convey roof storm runoff the down spouts and downspouts should be extended 6' away from the foundation at their base before being allowed to spill free. Positive drainage of 6" in the first 6' fall should be provided away from the foundation. Landscape materials requiring watering should not be planted within 6' of the foundation. Landscape boarders within 6' of the foundation should not extend above grade allowing storm runoff to be retained adjacent to the foundation. Minor differential settlement can be expected in all new foundation and slab -on -grade construction. Undertaking the above recommendations should provide a reasonably structurally sound foundation and slab -on -grade, Cecil Rickstrew, P.E. Wheat Ridge Outdoor fireplace 55,000 BTU (67 CFH) 30' Furnace 30,000 BTU (36 CFH) Double Sided Fireplace 38,000 BTU (49 CFH) '' 15' 40' Furnace 60,000 BTU (73 CFH) Stove 73,000 BTU (89 CFH) f 11 5' Water Heater 76,000 BTU f' 30' (9.2 CFH) Dryer 25,000 BTU (30FH) l 4,, 24' 3 ' 13' 55' 2' 2' Appliance BTU CFH Stove 73,000 89 Water Heater 76,000 92 Furnance 60,000 73 Dryer 25,000 30 Furnance 30,000 36 Linear Fireplace 50,000 61 Double sided fireplace 40,000 49 Outdoor fireplace 55,000 67 Total BTU 409,000 496 Linear Fireplace 50,000 BTU 3' 2' 13' (61 CFH) Gas 500, 000 BTU Meter Meter (496 CFH) TABLE 401 SCHEDULE 40 METALLIC PIPE Gas Natural Inlet ressure less than 2 psi Pressure Drop 0.3 in. w.c. Specific Gravity 0.60 PIPE SIZE (inch) Nominal 1/y 3/c 1 111, 111, 2 211, 3 4 5 6 8 10 12 Actual lD 0.622 0.82A L049 L380 1.610 2067 2469 3068 4.026 SA4] -Gas 1%1 10.a- 11.938 Length IN) Capacity in Cubic Feet of Gas Per Hour 10 131 273 514 1,060 1,580 3,050 4,860 8.580 17,5010 31,700 51,300 105.000 191,000 303,000 20 90 188 353 726 1,090 2090 3,340 59Ci 12.000 2180- -_ - ".400 132,000 2086_: 30 72 151 284 583 873 1,680 2,680 4]- 3560 17.E; _ _ 38200 106,000 16- 40 62 129 243 499 747 1,"0 2e 8.270 150- _1200 49,800 90.4._ 50 55 114 215 442 662 1,280 _ _ _ - 7,330 13.30 _ WO 44100 80.0 60 50 104 195 490 600 1,160 1_ 3.260 6,640 1200 3.W0 40,000 72.'_;: 70 46 95 179 368 552 1.060 _ 3.000 6,110 11.100 17900 36,800 66FGJ 80 42 89 167 343 514 2.790 5,680 10,300 16,700 34,200 62100 98,400 9040 83 157 322 482 5'0 5330 9,650 15,600 32,100 58900 92300 100 38 79 148 304 455 877 - 3.040 9,110 14,800 30,300 55,100 87,200 125 33 70 13' 269 403 777 1.240 i'- 4,460 8,080 13,100 26,900 48,500 77300 Type Mark Quantity Rough Opening Width Rough Opening Height Type Manufacture Model Material Glazing 81 4 4' 4' Sliding Prime Premium Series 900 Vinyl 3/4" insulated glass 79 7 3' 3' Sliding Prime Premium Series 900 Vinyl 3/4" insulated glass 69 4 4' 4' Fixed Prime Premium Series 900 Vinyl 3/4" insulated glass 70 4 4' 2' Fixed Prime Premium Series 900 Vinyl 3/4" insulated glass 71 2 5' 3' Sliding Prime Premium Series 900 Vinyl 3/4" insulated glass 66 1 3' 4' Sliding Prime Premium Series 900 Vinyl 3/4" insulated glass 80 6 3' 4' Sliding Prime Premium Series 900 Vinyl 3/4" insulated glass 74 4 2' 3' Single Hung Prime Premium Series 900 Vinyl 3/4" insulated glass 84 1 5' S' Sliding Prime Premium Series 900 Vinyl 3/4" insulated glass 72 1 6' 4' Sliding Prime Premium Series 900 Vinyl 3/4" insulated glass *New windows to have a U value of .30. Existing windows are .35. 'Sy Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request ani inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business day PERMIT:rM I 095 ADDRESS: )A� %Jakl� �� JOB CODE: PUL Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT -4- - lil "� 2- ADDRESS: JOB CODE: Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* W'� oA 418 Building Final Inspection q-19- % g 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 by the Fire District and Electrical low voltage by the Building Division. i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax Inspection Type: INSPECTION NOTICE -? 1:�- Job Address: 2 6 M awl -i -,d Permit Number: 2 0 1'- 6) ? S 82 ❑ No one available for inspection: Time /PM Re -Inspection required: YesNo When corrections have been made, call for re -inspection at 303 -234 - Date:— L+ 0 / t Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspec&n Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: y° R `I /g - r__ Job Address: -P 6,,F dt e LU /a Permit Number: -3 t;,' 6 0 a -D +;!tom ❑ No one available for inspection: Time =mac $ /rc-*,)M Re -Inspection required: Yes Nq When corrections have been made, call for re -inspection at 303-234-5933 Date:�4,liQi / ; Inspector: -T-j\, DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 0 1-7 0 '9 n 51 ❑ No one available for inspection: Time !a.:- 5-3 &PM Re -Inspection required: es No When corrections have been made, call for re -inspection at 303-234-5933 Date:_t4 11b I cR Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9�Building Inspection -Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: `! - Job Address: '4a9L It„�} C' -L Permit Number: 0 C) -7 C '52, 5_'R ,9 ❑ No one available for inspection: Time ) C = o 9M/PM Re -Inspection required: Yeses When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: 717D DO NOT REMOVE THIS NOTICE aeoosg?o ;{tG N&6110XP-)R INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 ...., A _ �_ Cancellations must be submitted via the online form before 8 a.m. the day of the inspection 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 Occupancy/Type Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Comments 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 rouc;h 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 I The C'tV Of �,YN'hellt ! 'Z'd`J(7, (J,,,`J rofes. "OOf 001-,nponent, 'vcIfy that no more 01,T-) 2 layc, for roof vilaft, ["d If fielN Sheathimq k inst)llpd vo tI-j,?j it i,-, PenOR descdpUon (Vahabon Must be adOgNA) \/(Irify sheathing na4 payu, ( See p,H,, & Crick("[S aM.1 saddles where I] rod VeTy R Vent MU rt hRve boot sany, gauqp n; ;Q) Verify no fl,- i, q e d , �3 1 0 a i I flishhg Shall be min- of /I.x4l p,,r shoyp I Till Ve#t scuppers. �WOVNI ror proper dr�inaqe -z�lnd water 5,,hif-fcl \Ar n d e, rlay rn e n t,,; t-rl ul 7, f Fo P mm O1 12 I R'. C d 2,0 1 ( FOC)f for prorer drainaqo Dripedge shall have An of 2" ovehlap, Uripedgip should extend domm mki 2" ppgo r' of ai",, Dripedge shall be nlech��nicj -,Q 1-13 T-oll roofing shall riot he EIPW'erf tO MCOF SN)F")!', less than 2:12 Sky: Excerkon, delprhml Cid ;?ill,, Pak, wwnoos, open ('m 01r(-z"c' vri(;! 11 1:12 R)Of irlisulation P-25 resicjenfj,,.�� R-38 lle-iovv root commercal I."fioldified Biturne.n, EPCYO, TPO min slope 1% 12 play, rrmnst be WtWled in acccrdance w0l- specimcapons- NTtcs( have Kim&! Jrvlh the Pddress on We Wer Or MY it N70al roof shingles shall not h(,-) IVICI31 valley hasNng sholl be jhp samw Ill akwwo nq p .,I r,A e ta I vaky flasMnp shall fI i!'r, centedine Wh a ruin_ oi ljjgt,I !.,t p ril) buil(--In :?!_ the fle%v iiII(-1 NAPO) n PA. of 4" I. c.oricreie hk, �`4(-)pcs 4:12 -.iiic) otc)s The City of Wheat Ridge Inspection Check L-ist notes Final Roof Faif 1-1 F;)d Structural roof components (]rani Verify that no more than 2 layers of shinc les exist I I f--aii Flashing for roof and walls 1 1;) k,il If new sheathing is installed verify that it is listed in 'he permit description (Valuation must be adjusted) I Pj�"; I I Inil Verify sheahing nail pattern ( See, policy & Proceledmjrwc ) I 1- -1 Crickets and saddles where needed run I I f:.o Verify B vent must have boot same gauge as pipe I'I'v" I "ts I _j F -ail Verify vent caps mp\ 11 1 .tli Verify no flashings are damaged oi- rusted 11.)-' -1 1 -ail Step flashing shall be min. of 4x4 piece per shini- 1(- I-1 I',, [:a;i Verify Scuppers allow for proper drainage I 1-�til Ice arid water shield 2' in heated wall spaces I I oil Underlayments must follow 2012 IRC / 2012 IRC I._ I F,0 Verify roof slope for proper drainage 11, _j Fail Dripedge shall have min of 2" overlap M;jA I P,)v" I -_ , j Dripedge should extend down min 2" p�-ist roof deck Dripedge shall be mechanicaly fastened 12" OC 11 1 !"vv: I 1 I -oil 90 LB roll roofing shell not be applied to roof slopes less than 2112 slope- Exception, detache_-d gamqns.' patios, carports, open on three sides with rain. slope of 112 I- j I-] Fail Modified Bitumen, EPDM, TPP min slope, 1/t1:1.? slope Fail Above roof insulation R-25 kv/" I I Pv;" J-] rail Below roof residential R-38 Ii I F_ I Below roof commercial R-32 r 1p� I-] Fail Modified Biturrien, EPDM, TPO 1 .12 slope -nin slope 1/4 must be installed in accordance with the manufacturers specifications- Must have manufactures letter ol' warranty with the address on the letter fear insp(.acfl(M l"Ioic,if Rqq`,hi q, s ijq ,y._ 1- 1 r'-fil Metal roof shingles shall not be installed ori slope less 3:12 I_ I 1:ijil Metal valley flashing shall be the same material a!� roof 1[1,' A I -1 ;-aij Metal valley flashing shall extend a min of' 3" from 1 -Ii centerline with a rnin. of 3/4 " high splash dive.rt(�r rib buil't--in at the flow line with sections overkippir)(l "I a rnin. of 4" Clay and concrete the shall have a min, 2-112 12 flopo Slopes 41-12 and under require double undeflriyi-nont The City of Wheat Ridge Inspection Check List notes Final Roof Noter, ;nsp(�(Jor I C 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: �_/ o `I - F:�_ nit I Job Address: -P&.6 & tl)e ✓ A„ J S Permit Number: ''J o t 7 O 19 S12 a (� 0 e- r)„ r1_- ,) s YI e) jk C ry rn n% -1� ` n c ra.� r r) _ r 00 /, a i d-, e--� . �� Cg c—cd P1rcfit I�PSC Cris ❑ No one available for inspection: Time 9-= O y M M Re -Inspection required: No When corrections have been made, call for re -inspection at 303-234-5933 Date: a a o 1/rs Inspector: _ DO NOT REMOVE THIS NOTICE City of Wheat Ridge Res. Accessory Struc PERMIT - 201708582 _:'00000 PERMIT NO: 201708582 JOB ADDRESS: 2686 Newland ST ISSUED: JOB DESCRIPTION:aa10/27/2017 Homeowner: Permit for EXPIRES: 10/27/2018 deep. No electrical tobeadded portsolid roof open sides 25ft wide and 20 f *** CONTACTS *** OWNER (562)761-4400 Kelly Cleary *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: 2405 USE: / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: UA / Unassigned FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,000.00 Total Valuation FEES Plan Review Fee 0.00 Use Tax 132.80 Permit Fee 210.00 ** TOTAL ** 204.30 547.10 *** COMMENTS *** *�* CONDITIONS *** All roughs to be done at Framing Inspection. Carport must be built in line with the house's setback. This will re to shift north to have matching setback as the house. Carport ma house. quire the carport Y not exceed setback of Carport may not be enclosed. 1V City of Wheat Ridge I Res. Accessory Struc PERMIT _ 201708582 PERMIT NO: JOB ADDRESS: JOB DESCRIPTION 201708582 2686 Newland ST Homeowner: Permit f ISSUED: 10/27/2017 EXPIRES deep,No electrical or a carport solid roof 10/27/2018 to be added open sides 25ft wide and 20 I, byy my signature, do hereby attest that the work to be performed shall comply with al applicable building codes, and all applicable municipal codespolicies by the legal owner of the roe1 accompanyin a proper rty and am authorized to obtain this ermit and perform the work described and a r and procedures, and that I es t e legal owner or have been authorized t is ermit. I further attest that I am le� ally authorized to include all � approved plans and specifications• performed a tall work to be performed is disclosed in this do entities named within this document as parties to the work tube current and/or it ' accomp Hying a Pp oved in conjunction with approved plans and specifications. Signature of WN NTRACTOR (Circ e one) 1. This permit was issued based on the information provided in the perm ttappiication a subject to the compliance with those documents, and all applicable sta 2. This permit shall expire 365 days after the date of issuance regardless of activit Re and accom an in received prior to the date of expiration. An extension of no more than of days made be p Y g fans and specifications and is Official and may be subject to a fee equal to one-half of the ori i fates, ordinances, regulations, opicies and procedures. Y quests for extension must be made in writing, and 3. If quis permit expires, a new e granted at the discretion of the Chief Buildine requirements, fees and rocedures for approval of any new e nal permit fee. permit may be required to be obtained. I the Chief Building Ofial and is not guaranteed. ssuance of a new permit shall be subject to the standard 4. No work of an manner shall be performed that shall results in a change of the natural y P rniit. Re -issuance or extension of expired permits is at the sole discretion of 5. The permit holder shall notify the Building and Inspection Services Division inspections and shall not proceed or conceal work without written a Division. m accordance with establishedtp �o�a��da�peecun'edh�o�al. 6. a p issuance or granting of,a permit shall not be construed to be a e l ll app vis of such work from the Building and Ins ection S pplicable code or an ordinanQe or regal this 'uris iction, rmit for, Oran approval of, an violation of an P ervices Approval of work is subject to f�eld inspection. Y provision of any �ignature of Chief Building Official E4vESTS MOST BE MADE By 11.59P Date • M ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY, City of g COMMUNITYDEVELOP eat a age MENT Building 8 Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a-ci wheatrid4e co uc FOR OFFICE USE ONLY ware: / / , - Plan/Permit # Plan Review Fee; Building Permit Application I 13,;�L - ��o *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Owner (please print): Property Owner Ema Mailing Address: (if different than property address) Address: City, 111eer: IVI If 1AIRIviC' Architect/Engineer E-mail:0. !1 PC L hone: Contractor: Contractors City License #: Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Phone: Phone: vi ....���� Plumbing: Mechanical: W.R. City License # W.R. City License # Other City Licensed Sub: City License # uompiete all information on BOTH sides of this form ❑ COMMERCIAL ,;IRRESiDENTIAL Description of work: (Check all that apply) [I NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE ❑ COMMERCIAL ROOFING ❑ NEW RESIDENTIAL STRUCTURE ❑ RESIDENTIAL ROOFING ❑ COMMERCIAL ADDITION ❑ WINDOW REPLACEMENT ❑ RESDENTIAL ADDITION shed, deck, etc.) F1 COMMERCIAL ACCESSORY STRUCTURE (Garage, 'RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) a and (For ALL projects, please provide a detailed description antd proposed new condition, and tione appliance uls size and efficiency, typ proposed uses, square footage, existing amount of materials to be used, etc.) �� RAa-�Uvc� Sq. Ft.ILF Btu's Squares Amps Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) V tJ�1�• OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by easements or reit slication are trictions of record; that ae and l measurements o not violate shown and allegations rules ade are regulations of the City of Wheat Ridge or co for compliance accurate; that I have read and agree to abideb d all conditions for work undrinted on eranypermitois u d based n this application; cation; that I am the legal owner with applicable City of Wheat Ridge codesribed work am also or have been authorized by the legal owner of the property is top perform rr orm t Iethesapplicant for this building permit application, cationlegal warrant the any entity included on this application to list that entity truthfulness of the information provided on the application. OWNER) (CONTRACTOR) CIRCLE ONE: (WNER) (CONTR/A%CTOR)%or (AUTHORIZED REPRESENTATIVE) of ( Signature (first an DEPARTMENT USE ONLY �,,�p� OCCUPANCY CLASSIFICATION: ZONINGCOMMMENTS: "' - (0 (Z Reviewer: �Vo C. ,,�vr-t BUILDING DEPARTMENT COMMENTS: Reviewer: Building Division Valuation: $ oo0 I D Residential Carport Permit Submittal Checklist Applications for construction of Carports are reviewed by the Building and Inspection Services Division and Planning Division for compliance with applicable ordinances and design criteria and are required to be approved by these entities prior to issuance of a building permit. The following list of documents or information is required at the time of submission of application for permit: • Completed City of Wheat Ridge Permit Application form containing the following: o Property owner name, address and contact information o Contractor and subcontractor information (A contractor currently licensed with the City of Wheat Ridge, possessing a minimum Class 3 license, is required at the time of submission unless all work is performed by the property owner and that owner resides at the property currently and for a minimum of year from the date of completion of the project) o Detailed description of work to be performed o Contract value of all work to be performed o Printed name and signature of individual submitting application • A copy of the Property Deed or other document(s) verifying residency/ownership may be required prior to acceptance of an application or issuance of a permit • An Improvement Location Certificate (ILC) or an Improvement Survey Plat (ISP) or a Site Plan as described below • Two (2) sets of minimum 11" x 17" construction plans* containing: o ite Plan — must be "to scale" and be an accurate depiction of the site based on available survey information including scale, north arrow, property line locations, identification of streets and alleys, and all existing and proposed improvements including structures, fences, etc. Site plan should also depict means of access to structure and materials used to construct that access o Architectural Elevations - must be "to scale" and accurately depict all proposed elevations including materials to be used and measurements to top of ridge and midpoint of roof o City of Wheat Ridge Carport Building Guide or Structural p/an(s) which provide information related to foundation/anchoring system, framing, and any miscellaneous structural components o Detail drawings of systems and components (i.e. plumbing, electrical, etc.) as necessary to facilitate review **Carports are required to be open on at least two sides. Carports that are not open on at least two sides are classified as garages and are subject to compliance with all requirements for garages." **APPLICATIONS THAT ARE INCOMPLETE OR LACKING SUBMITTAL DOCUMENTS WILL NOT BE ACCEPTED BY THE BUILDING DIVISION.** Building Colorado Chapter of the International Code Council 9/9/13 Now to Use this Guide Provide two sets of plans, drawn to scale and complete the following (hint. use graph paper with 1/4" squares. Example: 1/4" = 1'): Check with your jurisdiction for additional requirements. 1 Complete this Building Guide by filling in the blanks on page two, and indicating which construction details will be used. 2 Provide 2 Plot Plans (site plan) showing dimensions of your project or addition and its relationship to existing buildings or structures on the property and the distance to existing property lines drawn to scale. See Page 2 3 Fill out a building permit application. The majority of permit applications are processed with little delay. The submitted documents will help determine if the project is in compliance with building safety codes, zoning ordinances and other applicable laws. The Colorado Chapter of the International AA Code Council is a professional organization seeking to promote the public health, safety and welfare to building construction. We appreciate your feedback and suggestions. To obtain a master copy of this building guide, please write to the Colorado Chapter of the International Code Council, P.O. Box 961, Arvada, CO 80001. http://www.coloradochaptericc.org This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Ill 9/9/13 This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. 9/9/13 Family Residential Patio Covers 1 Singlerports Directions 1. Fill in the blanks with dimensions and materials which will be used to build the structure. Please print legibly. 2. Indicate in the check boxes which details from page 4 will be used. Please note if any of the sides of your carport addition are closer than 5'-0" to the property line, that side of the carport must be enclosed with a solid 1 hour fire rated wall as shown in Alternate Details B and C. You must however, keep at least two sides of the carport open to conform to the building code requirements. Zoning approval is required. $. Roofing to be installed per manufacturer's instructions, including low slope application and required inspections made. Roof covering C -3S R j�Wc`.�V _Underlayment �`� " `13' ? wc�4 (example: Class A 3 tab shingles) example: 15# felt with 19"laps) Size and Aamount of Lags Sheathing 1 i �+ �'� 1 t � �1 "� " � y (example: 1/2 a denor p ywoo (example: Two 1Y2'x 4 1/2"lags Q 16"0. C.) 12 pitch 2x�L'Nafters spacedA" O.C. (example: 2 x 8 rafters spaced 24" 0. C.) Patio Section Note: Walls, posts, and overhangs closer than 5'to the ..............Overhang property line to be 1 hr. rated •• •••.•� No closer than 2 feet to property line ' '••••••••• Beam splices to occur over posts with 1 1/2" bearing ❑ Detail A ❑ Detail B ❑ Alternate A ❑ Alternate B I „ x „ beam El Other (provide detail) (see page 4 ) O� Existing (see page 4) (example:(2)2"x10') building San Span 11► Maximum rise 7i I (example: 12'0'7 3/4" at top of door ❑ Detail C threshold❑Alternate C (see page t 61-8" Siding Isolate from Slab minimum (for AlternateBonly) Slope •'; 2 "x'posts (example: 454 „ spaced t ' 27'apart Concrete Slab 3,_0 xample: 6) minimum Minimum Diameter Pier 8" _ (size determined by load) Footing "x�� •.� • �,: (for Al emate C only) This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. 3 9/9/13 Existing roof rafters or trusses Galvanized metal joist or rafter hangers Extend underlayment from new roof a minimum of 18" onto existing roof — Remove existing fascia Cont. 2x ledger Secure ledger to wall with lag screws @ 16" O.C. Locate lag screws to penetrate top plate or studs Note: Remove brick veneer at top of wall Existing wall before installing continuous 2x ledger Solid 2x blocking on 2x12 or greater _-- Roof tie downs required Galvanized metal post/beam connector Lap underlayment a minimum of 18" under existing roofing felts Solid 2x blocking on 2x12 or greater EEEEE�_- Roof tie downs required Existing \ wall Existing Roof (remove existing Cont. 2x6 secured to existing roof with fasteners at each rafter or truss Solid 2x fire blocking on 2x12 or greater Roof tie downs required 5/8" type "X" exterior 2x facia gypsum sheathing Galvanized metal post/beam connector No closer than 2 feet to property line Exterior siding Two layers of 5/8" type "X" Infill between posts exterior gypsum board soffit w/ W's @ 16" O.C. 0 Less than 5' to property line • 1.. Galvanized column base w/ 1" spacer to concrete Treated or decay Isolate from Slab resistive post Minimum 3 1/2" 7" minimum Galvanized concrete slab 1" building column base department for minimum w/ 1" spacer to caissons may concrete �11 .. Isolate from Slab Anchor bolt 7" minimum penetration 8" minimum 3'-0" diameter minimum concrete caisson f g This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Bottom plate shall Infill between posts be treated wood w/ 2x4's @ 16" O.C. Minimum 3 1/2" concrete slab 1.. Galvanized column base w/ 1" spacer to concrete Isolate from Slab Anchor bolt 7" minimum Check local penetration building 3'-0" department for minimum swelling soils. caissons may be required. tE---'i Footing It 0 &0 120 NJefferson County offers this service for informational purposes only for the convenience of the user and x assumes no liability whatsoever associated with the use or misuse of this data. This data is provided "as is" and Jefferson County disclaims all representations and warranties expressed or implied, including without limitation all representations and warranties as to the completeness, accuracy, correctness, merchantability and fitness for a particular purpose of any data and any and all warranties of title related thereto. Jefferson County Colo AA A',-[ Col: Author: l q— i -A Date: 10/24/2017 e-'� City of OPPA" Wh6at i�gle COMMUNITY DEVELOPMENT Official Certification of Property Owner for Trade Specific Permit THIS IS TO CERTIFY that I, the property owner, by my signature, attest that I currently reside at the project property, or intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers, or, if hiring sub -contractors, list them on the permit. Consultations and inspections will only be performed with the homeowner of record present at the project property. Property Owner Project Property 2 tp 8� NON 16(V1 a S� Notarized sign`afure `oMpplicant State of Colorado } County of JP S aea'n } ss qry The foregoing instrument was acknowledged by me this —7 day of laer , 20i2 by TAMARA D ODEAN NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20164015481 MY COMMISSION EXPIRES APRIL 22, 2020 LJ e-_ My Commission Expires �/ /202d Notary Public BILL OF SALE NTS, That ONION By THESE PRESE CORP ll,pR KNOW ALL MEN p COLORADO ENTS, INC'' of TEN DO BANJO INVESTM for all and in consideration of Colorado, Seller(s)' in the State of these presents by Of JEFFERSON, or delivery of the County ensealing and St aid at or before the KELLY M. CLEARY ed has bargained him in hand p acknowledg or assigns, t whereof is herebyadmjnjstrators, successors the receip executors, RSON, Purchaser(sto the purchaser(s)� County of JEFFE rant and cone wit: of the resents dog chattels, and by these p erty� goods and the Property' hone wiring and following Prop located on or m P TV antennas, inside telep fiances, spr NOerE currently kitchen aPP . N items fixtures, s built-in eners including Any of the following and air conditioning systems) garage door oP ventilating floor coverings, u' and heating, plumbing, mirrors, accessories), lams, s including KITCHEN' SMOKE ALARM' lighting,. blockrols s, P vacuum system C connecting controls, built-in TOR systems and OVEN, I EFRIGERA remote controls and: DISPOSAL' TAICROW AVE DISH F NGEIOVEN STOVEIRA this sale: aa0hed fixtures are excluded from The followingCO 80214 or assign WHEAT RIDGE, successors assigns t' NIA EET, executors; admimstra successors or thei AND STR s their adm the purchaser(s), 2686 MEWL mistrm1 " unto located at unto the purchaser(s), hereby D the sametheir whomsoever TO the purchaser(s), goods and chattels, or ersons w' 201'1 gOL TO HAVE AND and �'�'�th every person P da of September, and agree t0 D the sale of said property, all and this 51h y covenant NT and DEFEN seals, ,,,RRANT strators, successors or assigns set their hands and ,HEREOF, The Sellers) have hereunto executors, IN WITNESS led and delivered in the Presence of'. Signed, sea DO CORPORATION S C., p COLORA BANJO I1WSTjM BY. ,. St. FLESHER, MEMBER COLORADO COB R. FLESHER STATE OF201" by. JA JEFFERSON of September, COUNTY OF e this 5th day TION owledged before m DO CORPO�' ent was ackn ENTS� INC., A COLORADO ; The foregoing mstr�m' JO INVESTM AS MEMBER OF BAN Witness my hand and seal. ( CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 61 O9' - f:: ." __1 I Job Address: '9 4P S & fl%Pv. j S Permit Number: -3 0 `7 0t�5 -Q 7 ❑ No one available for inspection: Time)OL o _S A Re -Inspection required: es No When corrections have been made, call for re -inspection at 303-234- Date:)),g—lnspector: `T I DO NOT REMOVE THIS NOTICE Michael P. Sheridan, P.E. 9927 Hurty Avenue Conifer, Colorado 80433 (303) 838-4707 mikesheridanpe alive com November 22, 2017 Subject: Carport for residence at 2686 Newland St., Wheat Ridge, Colorado This letter will confirm that I conducted an inspection of the subject residence carport on November 22, 2017. The south side of the carport is aligned with the south side of the residence. The roof decking will be 2 X 6 T & G in lieu of the sheathing noted on the plan. This is an approved plan change and an upgrade for the framing. Please contact me for questions or concerns. Michael P. Sheridan, P.E. City of Wheat Ridge Residential Remodel PERMIT - 201601787 PERMIT NO: 201601787 ISSUED: 11/10/2016 JOB ADDRESS: 2686 Newland ST EXPIRES: 11/10/2017 JOB DESCRIPTION: Replace 14 windows - like for like - u value .32 **REVISIONS** Plumbing updates: toilets, fixtures, bath, shower; Electrical updates: outlets, switches, wiring, panel; stucco to exterior; kitchen remodel; bathroom remodel; landscaping, flooring, and painting *** CONTACTS *** OWNER (719)271-0205 JACOB FLESHER GC (720)296-9438 Victor Payan 021437 Payan Construction SUB (720)579-7611 Noah Silva 160228 Core Power Electric SUB (720)458-0743 Joshua & Justin Pfalgraff 160265 Complex Interiors LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: / SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 40,662.60 FEES Window Replacement 50.00 Total Valuation .00 I Plan Review Fee 4066.93 "M rZ ILK Use Tax 731.93 a g Permit Fee 626.05 Investigative Fees 626.05 ** TOTAL ** 2,440.96 *** COMMENTS *** *** CONDITIONS *** BU: Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Permit fee doubled for work without permit. 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. INSPECTION RLCOR® occLivanc INSPECTION REQUEST LINE: (303) 234-5933 Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** —_ Inspector Must Sign ALL Spaces pertinent to this project Date -nil Comments --T oundation Inspections Initials pier concrete Encased Ground (CEG) =oundation / P.E. Letter Do Not Pour Concrete Prior To Inspector Underground/Slab Inspections Cate Initials Electrical Sewer Service Piumbina Of The /above Comments Do Not Cover Undar, round or Below/in-Slab Work Prior io Approvar %ju 11IV- vrc �•���`�•�.� --� Plough Inspections Date inspector initials Comments 7 Wa!; S;ieathing ! AAIB-Rooi _ Lath /Wall •se Rough Electri; ff P,OW & Drainage / Public Works Dept. I — — —j 2-23-r-7 l 11306-7 ;3q — - J Rough Piumbirg/Gas Line — Rough Mechanical Rough Framing Insulation C rywall Screw / hail . Final Mect anica!{. - Final Inspections ®ate Inspector Initials Comments j ----1 Inspections from these entitles should bE requested I Landscaping & Parking,' Planning Dept. one week in advance. For andscaping and parking inspections call 303-235-2846. For ROW and drainage � inspections call 303-235-2831. For fire inspections I contact the Fire Protection District for your projec,- -- ff P,OW & Drainage / Public Works Dept. I F re Inspection /Fire Protection Dist. Final Electnca! Fina! Plumbing— . Final Mect anica!{. C / rf►+�e \_---------- -� -- ---- --_ R_,of _ Finallr,';ndo%ry/Doors — --- Fina: t3uiidin— IVO T : All items must be completed and approved by Planning, Public Works, Fire and E'uilding before � Certificate A, -,,,_J of the Finni Ruitdino inspection does not constitute authorization of occupancy.. *l=or low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. **For inspection Time Window Reckiests — Please email insptimerepuest(a ci.wneatridce.co.us by 8:00 A.M. the day of the inspection with the property address ii the subject line of the email. Occupancy Is Not Permitted until A Certificate of Occupancy Is Issued Protect This Card From The Weather 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: UUK 1 Job Address: ��J1 Permit Number: 4seppyoN ❑ No one available for inspection: Time jG�:) A Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:��6!�lIInspector: � ''Ufnc DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDG _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE &3 Inspection Type: / Job Address: Permit Number: oY70c�� ❑ No one available for inspection: Time ;AM1 M Re -Inspection required: Yes When cor rections have been made, call for re -inspection at 303-234- Date: 1 / ,1 T % 7 Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge ` Residential Roofing PERMIT - 201705590 PERMIT NO: 201705590 ISSUED: 08/07/2017 JOB ADDRESS: 2686 Newland ST EXPIRES: 08/07/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Oakridge asphalt shingles with 18 sq. *** CONTACTS *** OWNER (719)242-0970 BANJO INVESTMENTS INC SUB (719)232-5039 Joe Hunt 170439 Properkey *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,400.00 FEES Total Valuation 0.00 Use Tax 113.40 PAN" Permit Fee 140.90 ** TOTAL ** 254.30 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) 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. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. '*.�4� PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Roofing PERMIT - 201705590 201705590 ISSUED: 08/07/2017 2686 Newland ST EXPIRES: 08/07/2018 Residential Re -roof to install Owens Corning Oakridge asphalt shingles with 18 sq. I, by my signature, do herattest 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 authorlized 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 le ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is dislosed in this document and/or its' accompanying approved plans and specifications. id `-11! 0 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 icies 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 andmay be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicabl r any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dan Schultz ,C�(?O�-5iO From: no-reply@ci.wheatridge.co.us Sent: Monday, July 31, 2017 6:19 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Danny Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received 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 [dome are on the property? PROPERTY INFORMATION Property Address 2686 Newland St wheatridge co 80214 Property Owner Name Banjo Investments Property Owner Phone 7192480970 Number Property Owner Email Field not completed. Address -72 Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. Attached Copy of 2686 Newland St. roof contract.pdf Contract CONTRACTOR INFORMATION Contractor Business Properkey Name /.OL— Contractor'sLicense 170439 Number (for the City of Wheat Ridge) Contractor Phone 7197617036 Number Contractor Email Address chrisa3681 @gmail.com Retype Contractor Email chrisa3681 @gmail.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing Owens Corning Oakridge Shingles Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 18 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES 18 (pitched + flat) of all V/ 2 roofing material for this project Provide additional detail Full reroof of the house only 5/12 pitch here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract5400 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Chris Anderson Email not displaying correctly? View it in your browser. 3 CITY OF WHEAT RIDGE f Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: fA 4 (> Job Address: a L� L- N a LV I P.- '6S Permit Number: 1_7 7-7 QPCayv�/) ❑ No one available for inspection: Time 9-' ' � AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: t Inspector: DO NOT REMOVE THIS NOTICE 4, CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: < T Permit Number: a 13 1 0 17 ❑ No one available for inspection: Time`-ff AM/PM Re -Inspection required: Yes (N�o *When corrections have been made, call for re -inspect', at 303-234-5933 Dater Inspector: DO NOT REMOVE THIS NOTICE e � 4 s CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: p :-; f-; /��; � m r Job Address: N 'k '"' N f -7- Permit Permit Number: U/ L: 0 1 i S 7 V rn f ' o u s SPC V 9C t.1� 11w �j cAf E P, iZ. 'j S'14rpL 1\ C"AK, \ AP ��s i,.jc )'V maChrah,(k) �oQr1 C V� P C P,5 T3 -V[3 FrC,o r-\ o I-1 () —x -2,- -S -f V, I _ S-PV,I Ursa+\',,zj 4u1, �-loIE_ - 'I --F h 1J 1> GJ r ❑ No one available for inspection: Time /V AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 13 Job Address: 3 ( N AN >> Permit Number: L (2 7 _42 ny ❑ No one available for inspection: Time AM/PM Pe -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: r 1 S Job Address: V t,� w f a1 r, r? S'1 Permit Number: o / � (� / 7 % -7 ❑ No one available for inspection: Time ' _3 AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE 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: 90 P . del /�5 Job Address: 24v9(v 41A"JLA"0 ST Permit Number: ❑ No one available for inspection: Time `7, %0 RM Re -Inspection required: YesrNo *When corrections have been made, call for re -inspection at 303-234-5933 Date: .51511-7 Inspector: DO NOT REMOV THIS NOTICE � 4 i CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: P" / S C_ JobAddress: Z62i(v 1L/&;wZ-,4_,Z> 5;'7 Permit Number: 2a lip 1757 ,oVJ ❑ No one available for inspection: Time. jd M Re -Inspection required: Yel *When corrections have been made, call for re -inspection at 303-234-5933 Date: 5-4117 Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 1AA i f Job Address: ').L,QC APjb ST ❑ No one available for inspection: Time Z : AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -ins actio t 303-234-5933 Date: Inspector: DO N,OT REMOVE THIS 40 TICE City of Wheat Ridge Residential Roofing PERMIT - 201700578 PERMIT NO: 201700578 ISSUED: 04/26/2017 JOB ADDRESS: 2686 Newland ST EXPIRES: 04/26/2018 JOB DESCRIPTION: Replace roof shingles - 15 squares - Owens Corning *** CONTACTS *** OWNER (719)641-5741 BANJO INVESTMENTS SUB (303)762-0482 Robert Erickson 021151 Best Built Garages *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,000.00 FEES Total Valuation 0.00 Use Tax 54.00 Permit Fee 93.35 ?' ** TOTAL ** 147.35 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding k/2-inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€ms installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer's technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201700578 PERMIT NO: 201700578 ISSUED: 04/26/2017 JOB ADDRESS: 2686 Newland ST EXPIRES: 04/26/2018 JOB DESCRIPTION: Replace roof shingles - 15 squares - Owens Corning 1, 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 1 am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this_permrt. I further attest that -I am legdlly 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 I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code an ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City Of �Wh6atp, "-commluNj-ry DEVELOPMENT Buildings d Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: per mitsaci.wheatridtte.co.us FOR OFFICE USE ONLY Date: q0 -:)P �7 Plan/Permit #� u ! Plan Review Fee: Building Permit Application * " Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. "'" Properly Address: Properly Owner (please print): Phone: 7i 4- G V i -S:-7 �,t/ Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Enginser E-mail: Phone: Contractor: T�,� a �-,.nom✓- r� Contractors City License d: Phone: _ 3- 7 G 7— Contractor v F Contractor E-mail Address: �� �Lp �y 7 i C 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 skies of this foram ❑ COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ESIDENTIAL ROOFING ❑ RESDENTIAL 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/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (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.) CP l/c GC (2, Sq. FULF Btu's Amps Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) 3DOJ C,)—o 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. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTO or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) C�Uk Electronic Signature (first and last name): U-)"�u-- DATE: —t — C96 - coo/? ZONING COMMMENTS: Reviewer. BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ `► / �. CITY OF WHEAT -RIDGE . _A� Building Inspection Division (303) 234-5933 Inspection line r (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:1,5 'y Job Address: IQ =.> i r: d Permit Number: ❑ No one available for inspection: Time, -2 • � L) AM/PM Re -Inspection required: Yes No * When corrections have been made, call for re -inspection. -at 303-234-5933 Date: �` ` Inspector: -� t DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division, (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Al Job Address:1, A� Permit Number: t, '`, G /-7 Tc `7 -V ❑ No one available for inspection: Time --Z 6'_0 AM/PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: U j Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: a 4 1 D 1 '7 T-7 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 9 Date: ,-;) e--) S'' ;_;� � I lu spector: ?� 6� ILA, DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line '(303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 'P06L 01/ 7 9 7 'J (9 CA f ZL 0 No one available for inspection: Time 10'c-�_ Al/PM Re -Inspection required: Yes ) No When corrections have been made, call for re -inspection at 303-234-5933 Date: a-/ 7 Inspector: I V_ L a DO NOT REMOVE THIS NOTICE ti i CITY OF WHEAT RIDGE Building Inspection Division (303) 231-5933 Inspection line I303) 235-2855,bff�Ce • (303) P37-8929 Fax INSPECTION NOIrICE Inspection Typ F ?_ ' Job AddMs : .C� a d�T Permit Num I(I I F; 4tTP <V ny N dos I•, A,, A t -t b v Q n o o y* ,iY 4 o f t w + r! I•� SrA�� R� -t ¢ — y L, o L S r— a 10 W ) tij J� 0 w - ' ❑ No one available for inspection: Time : Z 0 1 AM/PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: �'' a / Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: /2-/ Job Address: 1�� dVG4vL1tN� S Permit Number: M Q 1 r• 4- r;." �- 1�� h V .P a"Y1 ✓" e,&, /).1 ❑ No one available for inspection: Time 1w Re -Inspection required: YesX90' When corrections have been made, call for re -inspection at 303-234-5933 Date:,2 -26 -/7 Inspector:sc_f 1� DO NOT REMOVE THIS NOTICE le 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 '�z / Job Address: 26 f Nc�t�c,v ti S'f Permit Number: Zoi di7.6 I� t --o Q roe- P P ❑ No one available for inspection: Time 9 ► 3 % —O/PM Re -Inspection required: Yes No *When corrections have be ado, call for re -inspection at 303-234-5933 Date:.Z —?—q-1-7 Inspector: DO NOT REMOVE THIS NOTICE le 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 '�z / Job Address: 26 f Nc�t�c,v ti S'f Permit Number: Zoi di7.6 I� t --o Q roe- P P ❑ No one available for inspection: Time 9 ► 3 % —O/PM Re -Inspection required: Yes No *When corrections have be ado, call for re -inspection at 303-234-5933 Date:.Z —?—q-1-7 Inspector: DO NOT REMOVE THIS NOTICE �,�... CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: GA S a P?_ I i C iZ I Job Address: Z6r96 iil&k(1414AZb Sj_ Permit Number: 2 o l 6 a/ 7b7 ❑ No one available for inspection: Time �/PM Re -Inspection required: esNo L ler/` ` C4 l *When corrections have bee made, call for re -inspection at 303-234-5933 Date: 2'� Inspector:r7�u�`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: P R I Job Address: 7) 5? G Ki I- J, A) C' S t Permit Number: a V /!4 r 1 -7 G) D W r,� 5, S J A 0 �'j 4 1 FIQ " ,I C P :)7 n) � 1 Ai RS B9 ❑ No one available for inspection: Time -'7- e'v AM/PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: f Inspector: v I 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: (Z Job Address: (:, {y i is N ID <17` Permit Number: o / F: 0 1 -7 1� i �y w't�fdawS ❑ No one available for inspection: Time 5 A�ItPM Re -Inspection required:Yes o *When corrections have bee :de, call for re -inspection at 303-234-5933 Date: '� Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE �� Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: r� t� I Job Address: `� � 6 Iv P Permit Number: P12V ❑ No one available for inspection: Time g AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: a ` -7 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax F INSPECTION NOTICE Inspection Type: t� 1 " F12 Job Address: Permit Number: 2611, O / -7& V Nor i2.e,� r\) S PL C T/ 0 r-/ — l L.� i9 S /. ; 2 L --?g- o7 p w r v -F& S C 11h-' .7 t✓i L t dU 6 /� 5? t e- T-/ O N 5 ❑ No one available for inspection: Time U 50/AM/PM Re -Inspection required: Yes� No *When corrections have been made, call for re -inspection at 303-234-5933 Date: 2 - 0-1 - f Inspector: V_5�ai " DO NOT REMOVE THIS NOTICE } { �U Z 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: r V (r Job Address: —fir R G- n t w +a r r) C -t' Permit Number: o 1(- 0 1 7 ❑ No one available for inspection: Time ID., yQAVNIVI Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: -ti Inspector: DO NOT REMOVE THIS NOTICE City of �h6atl Cd VV OMMUNiTy DEVFLOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cDci.wheatridQe.co.us I FOR OFFICE USE ONLY I Date: Plan/Permit # Plan Review Fee: I Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed.*** Property Address: Property Owner (please print): Phone: 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 #: Phone: :"�o(o A, Contractor E-mail Address: C�j LAA Sub Contractors: Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # faf) 8 Id-, Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL SIDENTIAL 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.) ECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (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.) �% /12 c� Ste i t'�Z� zl c L `�`. ecru l 1 2 b VIG, A Sq. FULF 'I I fn 0 Btu's M t!� Gallons Amps Squares Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ �k)o1 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. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Electronic Signature (first and last name): A;�JDATE: G Building Division Valuation: $ City of Wheat Ridge Residential Remodel PERMIT - 201601787 PERMIT NO: 201601787 ISSUED: 11/10/2016 JOB ADDRESS: 2686 Newland ST EXPIRES: 11/10/2017 JOB DESCRIPTION: Replace 14 windows - like for like - u value .32 *REVISIONS** Plumbing updates: toilets, fixtures, bath, shower; Electrical updates: outlets, switches, wiring, panel; stucco to exterior; kitchen remodel; bathroom remodel; landscaping, flooring, and painting *** CONTACTS *** OWNER (719)271-0205 JACOB FLESHER GC (720)296-9438 Victor Payan 021437 Payan Construction SUB (720)579-7611 Noah Silva 160228 Core Power Electric SUB (720)458-0743 Joshua & Justin Pfalgraff 160265 Complex Interiors LLC *** PARCEL INFO *** ZONE CODE: UA / SUBDIVISION CODE: 2405 Unassigned / BARTHS, COULEHAN GRANGE, WHEAT USE: / BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 40,662.60 "..a FEES Window Replacement 50.00 �J^� Total Valuation 0.00 Plan Review Fee 406.93 Use Tax 731.93 Permit Fee 626.05 Investigative Fees ** ** 626.05 d TOTAL 2,440.96 *** COMMENTS *** *** CONDITIONS *** BU: Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Permit fee doubled for work without permit. 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. City of Wheat Ridge .�_ Residential Remodel PERMIT - 201601787 PERMIT NO: 201601787 ISSUED: 11/10/2016 JOB ADDRESS: 2686 Newland ST EXPIRES: 11/10/2017 JOB DESCRIPTION: Replace 14 windows - like for like - u value .32 **REVISIONS** Plumbing updates: toilets, fixtures, bath, shower; Electrical updates: outlets, switches, wiring, panel; stucco to exterior; kitchen remodel; bathroom remodel; landscaping, flooring, and painting 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 1 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 performe��trfiihat all work to be eJ_rtbrmmed is disclosed in this document and/or its' accompanying approved plans and specifications. Signatui; a UWER or CONTOR it one) Dite F I . This permit wa based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3, If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building 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 pr any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. LJ Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of µ `1V heal gge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(cDci.wheatridge.co.us Building Permit FOR OFFICE USE ONLY Date: I l rq Add to Permit # lea rt,9 h rVj P gay F- 09 WD k Revision/Amendment AppliFatfit�� *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address. Owner Property Owner Email: , ) P, F1, SHS e,Cj I" Mailing Address: (if different than property address) Address: City, State, Zip: � C Lcla) Do 5 p9),l/a S Contact Person: Contractor: V a- "Z) Phone: 71 � 2.71 Phone: 7 0)-7 161 -�W LIl(J 111J -/r i Contractors City License #: Phone: Contractor E-mail Address: Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the descriytion of work and which were not included in the original permit valuation. j�3 ,cl -- S� �'tN�CIC '/o '� j v,,4wAr,d a. �AJNt,`r_' W?y-G` If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). A a �-e I ��, Description of revised/amended work: �Loo�t1�� Sq. Ft./LF Amps 0611T L -11-771—S C\, Btu's Squares FIXTLA-f---S , �flM �fl cw t Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) c 3 �, � U/U 0i 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: `( WNER) ( ONT AC O or (AUTHORIZED EP ENT IVE)of (OWNER) (CONTRACTOR) PRINT NAME: (� C a ' / C9. �/cJ ✓ SIGNATURE: z DATE: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ Melissa Mackey From: Brad Umbarger Sent: Wednesday, October 19, 2016 2:38 PM To: Melissa Mackey; Kimberly Cook Subject: 2686 Newland St. Good Afternoon I checked on 2686 Newland and posted a SWO (they are doing even more than siding, they are doing interior remodel and new windows as well). The contractor on site who identified himself as Omar is the same contractor from another Stop Work Order that we dealt with. I will try and see if I can try and jog my memory as to what job that last one was when I get back to the office. Thanks. Brad Umbarger Combination Inspector City of Wheat Ridge Ph: 303-235-2882 Email: bumbargere.ci.wheatridge.co.us Brad Umbarger From: Brad Umbarger Sent: Thursday, January 5, 2017 10:45 AM To: 'Jacob Flesher'; 'payanconstruction@yahoo.com' Subject: 2686 Newland st. Good Morning, I have reviewed your 2nd set of revised drawings. As requested, you have addressed the items on the list for further review, however please note the following item to be corrected on the plans in order to approve the drawings for construction: 1. Proper venting will be required for the 2 inch floor drain in mechanical room. Please note the proper venting on the plans. Also, distance to the fixture traps are not noted on the isometric drawing, but will be enforced as per the requirements of chapter 31 of the 2012 International Residential Code. Two copies of revised drawings should be submitted, or a fee for copies made by the Building Division will be assessed. Thank you. Brad Umbarger Combination Inspector City of Wheat Ridge Ph: 303-235-2882 Email: bumbarger&ci.wheatridge.co.us 1 Brad Umbarger From: Brad Umbarger Sent: Wednesday, December 28, 2016 9:50 AM To: 'payanconstruction@yahoo.com'; 'payanvictor@aol.com' Subject: 2686 Newland St., Plan Review Attachments: 2686 Newland St. Plan review.docx 12/28/2016 Re: Plan Review — Drawing Revisions 2686 Newland St. Wheat Ridge, CO In order for your review to continue, your revised plans for the additional scope of remodel work at the property address 2686 Newland St. will require the following items to be corrected so as to comply with the current code requirements of the 2012 International Residential Code (IRC) and the 2014 National Electrical Code (NEC). 1. Plumbing isometric drawing to show pipe sizes and lengths of piping runs to verify proper sizing and venting requirements. 2. Smoke alarms shall be installed in each sleeping room, outside of each sleeping room in the immediate vicinity of the bedrooms, and on each additional story of the dwelling, including basements and habitable attics, as per 2012 IRC section R314 and R314.1. (None are shown on the drawing currently). 3. Carbon Monoxide alarms to be installed outside of each sleeping area as per 2012 IRC section 315 and State of Colorado Requirements. 4. Receptacle outlets shall be located and installed on wall countertop spaces 12 in. or wider so no point along the wall line at wall countertop spaces is more than 24 in. from a receptacle outlet in the kitchen, pantry, breakfast room, dining room, or similar areas. Peninsular counter top spaces in the same areas shall have a receptacle outlet installed at each peninsular countertop space with a long dimension of 24 in. or greater, and a short dimension of 12 in. or greater, measured from the connecting edge. 5. Minimum width for hallways to be 3 ft. (wall too close to bathroom door at first floor bath/laundry). 6. Existing sunporch not to be used as habitable space or as a bedroom or sleeping room. Door between sunporch and dwelling to remain to comply with International Energy Conservation Code thermal envelope requirements. Sunporch not to be heated or it will have to meet all the requirements for a habitable space, including a frost protected foundation, and proper insulation requirements for the thermal envelope. 7. Bathroom fixtures and shower spaces to have proper dimensions and clearances as per 2012 IRC section R 307. Shower dimension to be minimum 30 in. x 30 in., with minimum cross section area of 900 sq. in., and have minimum 24 in. clear space in front of opening. Water closet and lavatory fixtures to have minimum clearance of 21 in. in front of fixtures. Water closet to have minimum side clearance of 15 in. to wall or other fixture. 8. Windows in bathtub and shower areas to be safety glazed where meeting the requirements of 2012 IRC section R 308.4.5. (bottom edge of glazing to be 60" or more above the standing or walking surface or window shall be safety glazed). 9. Asbestos evaluation required for demolition and remodel work as per State of Colorado standards and to be provided to Building Division for review. 'Please note that all work is to comply with the City of Wheat Ridge Municipal Code, 2012 International Residential Code, 2014 National Electrical Code, and any and all other adopted or applicable codes, laws, or ordinances. Thank you. Brad Umbarger Combination Inspector City of Wheat Ridge Ph: 303-235-2882 Email bumbarper&ci.wheatridVe.co.us QUOTE # RUSH STATUS PO# 1196055 No None Line Item # Qty � Width x,, Helght; LIL. Description ' . Net Price Extended 3 1 58.875"X 35.375" 95 $132.30 $132.30 Pricing Detail: A272-70 Series XO 58 7/8 x 35 3/8 Pricing Detail: 1 Frame Width - 58.875, Frame Height = 35.375, Sash Split $43.68 to -Base Price Operation / Venting = XO Even Operation / Venting = XO = Even Operation / Venting = XO $21.00 1A -Frame Extrusion Flush Fin Flush Fin $40.74 1A - Glazing $28.56 1A - Glazing Xj Frame Color = White $18.48 1A - Glass Type Frame Color = White $13.02 1A Glass Type Double Glaze, CIImaTech LIGHT, DS / DS $8.40 1A - Screen Option tip C* $39.48 1A - Tempered Lock Height = Standard Lock Height C* ' ( FULL, DS / DS Lock Height = Standard Lock Height FULL, DS / D5 Lock Height = Standard Lock Height Standard Screen Net Overall scm _ Line Rom Notes: Standard Screen +eo- aLvs Comment% Room None Assigned Line Item # Qty Width x;;.Helght,h UI • ' D'es_ cription Net, Price . Extended 4 1 32"X 38.125" 71 $155.82 $155.82 A272-70 Series XO 32 x 38 1/8 Pricing Detail: Frame Width = 32, Frame Height = 38.125, Sash Split = $46.20 1A - Base Price 1 Operation / Venting = XO Even Operation / Venting = XO 321.00 1A -Frame Extrusion Flush Fin $16.38 to - Glazing Flush Fin $28.56 1A - Glazing Xj Frame Color = White Frame Color = White $13.02 1A Glass Type Double Glaze, ClimaTech LIGHT, Tempered, OBSCURE Double Glaze, CIImaTech LIGHT, Tempered, OBSCURE $39.48 1A - Tempered �� C* FULL, DS / DS Lock Height = Standard Lock Height FULL, DS / D5 Lock Height = Standard Lock Height $7.55 to -Screen Option Standard Screen Standard Screen Net Overall Net Overall Line Item Notes: 1 r- RO - 34.25 --+ Line Item Notes: �— RO - 32.5 --+ comment! Roomy . None Assigned LLine Item# Qty Width x; -HeigN :. Ul. ; .. Description..j tet Price. Extended 5 1 33.75" X 23.625" 58 $118.02 $118.02 A272-70 Series XO 33 3/4 x 23 5/8 Pricing Detail: Frame Width = 33.75, Frame Height = 23.625, Sash Split $44.52 1A - Base Price = Even Operation / Venting = XO $21.00 1A - Frame Extrusion T Flush Fin $16.38 to - Glazing n 1 Frame Color = White $7.56 1 A - Glass Type Double Glaze, ClimaTech LIGHT, Tempered, OBSCURE $22.68 1A - Tempered o� b FULL, DS / DS Lock Height = Standard Lock Height 55.88 1A -Screen Option o Standard Screen 1 Net Overall �--- 3375 --+ Line Item Notes: r- RO - 34.25 --+ Gomme iv/Room None Assigned Page 2 Of 6 Scanned by CamScanner ASBESTOS FINAL CLEARANCE REPORT 2686 Newland St. Wheatridge, CO November 8, 2016 Prepared for: Steven Silva steventsilva@gmail.com Prepared by: Paula S. Bowers American Veteran Environmental, LLC 13373 N Harback Road Bennett, Colorado 80102 13373 N Harback Road Bennett. CO 80102 7100 BroadNvay Suite 3A Denver, CO 80221 Office (303) 655-0662 www.avenv.con �rft♦ RE: Final Air Clearance: 2686 Newland Street Wheatridge, CO INTRODUCTION As requested, on November 8, 2016 American Veteran Environmental, LLC (AVENV) performed a final air clearance for the asbestos abatement project at the above referenced address. This project is a single- family residential dwelling scheduled for interior renovation and is subject to State and Federal regulations for the abatement of asbestos containing materials as regulated by the Colorado Department of Public Health and Environment Air Quality Control Commission (CDPHE). SUMMARY A previous inspection performed by AVENV identified the following asbestos containing materials: present within the house: thermal system duct insulation; sheet vinyl flooring and 12x12 floor tile. In order to comply with renovation and demolition requirements these materials were removed under a full containment enclosure. Three (3) negative pressure air filtration units equipped with HEPA filters were installed within the containment and exhausted filtered air from the interior of the work area to the exterior. The units operated continuously from the time of barrier construction throughout the acceptable final clearance method. r,. 3 -stage decontamination unit 2 -stage standard waste loadout 4 manometer with strip chart recorder HEPA filtration units exhausting filtered air to exterior 13373 N. Harback Road, Bennett, CO 80102 1 Office (303) 655-0662 1 Cell (303) 901-9835 1 Fax (303) 942-5417 AVENV conducted a post abatement visual inspection and final air clearance following the removal of the asbestos containing material. Final clearance activities were performed in accordance with the Environmental Protection Agency (EPA) and Colorado Department of Public Health and Environment (CDPHE) regulations. Final clearance activities were conducted by a CDPHE certified Air Monitoring Specialist (AMS). Removal and disposal of the ACM was performed by EnviroPro Services, Inc. FIELD ACTIVITIES Visual Inspection Prior to collecting air samples for clearance, a post abatement visual inspection was conducted to verify the asbestos containing materials were removed as specified and that the containment was free from visible dust and debris. With only critical barriers in place and the HEPA air filtration units still in operation, the air monitoring specialist (AMS) conducted a walk-through inspection of the regulated work area. Careful examinations of all areas within the containment where debris and water could accumulate and be concealed, were thoroughly inspected. If any area had visible dust or debris, the contractor was required to perform the necessary re -cleaning until the area met the visual criteria. Once the containment met the visual criteria final air clearance was performed. Sheet vinyl flooring removed from kitchen duct with insulation removed from attic Additional ducts removed from furnace room 12x12 floor tile removed from furnace room 13373 N. Harback Road, Bennett, CO 80102 1 Office (303) 655-0662 1 Cell (303) 901-9835 1 Fax (303) 942-5417 Additional ducts removed from attic hatch and fireplace room Aggressive Method Final air clearance sampling was conducted using aggressive techniques as outlined in Appendix A of the EPA Asbestos Hazard Emergency Response Act (AHERA) regulation (40 CFR Part 763), and as referenced in CDPHE Reg. No. 8 Part B Asbestos. Aggressive sampling consists of agitating the air using a leaf blower five (5) minutes for every 1,000 square feet of floor space and one (1) stationary box fan per 10,000 cubic feet of volume in containment. For this work area one (1) box fan was strategically placed within the containment at an upright angle and the leaf blower was used approximately five (5) minutes. Air Sampling Following the aggressive protocol activities, five (5) air samples were then collected throughout the containment using variable high volume pumps. Flow rates of each pump were established and checked with a calibrated flow meter before and after the collection of each sample using a rotameter (secondary standard) traceable to a primary standard. Air samples were collected by drawing air at a rate of 15.6 liters per minute (LPM) through 25mm mixed cellulose ester membrane (Millipore 0.35 MCEF) filter, housed in three-piece cassettes and equipped with 50mm electrically conductive extension cowls. A pre -and post -calibration of each sample pump was documented and an average flow rate was calculated and used in the final analysis of each sample collected. Calculations used in the final analysis combines the average flow rate (LPM), the total sample time and the volume of air collected. 13373 N. Harback Road, Bennett, CO 80102 1 Office (303) 655-0662 1 Cell (303) 901-9835 1 Fax (303) 942-5417 PCM Analysis All air samples collected were analyzed by the AMS under Air Quality Analysis, LLC using the Phase Contrast Microscopy (PCM) NIOSH 7400 Method. Samples were analyzed for airborne fibers using a positive Phase -Contrast microscope equipped with a Walton -Beckett graticule (type G-22 for "A counting Rules"). Only fibers greater than 5 microns in length with a length -width (aspect) ratio equal to or greater than 3:1 were counted. The resulting concentrations were expressed in terms of total fibers per cubic centimeter of air (f/cc). Final Clearance Criteria An abatement action is considered complete when the results of samples collected within the regulated work area and analyzed by PCM using the NIOSH Method 7400 show that the concentration of fibers for each of the five samples collected is equal to or less than 0.01 f/cc. This is the level the EPA and the Air Quality Control Commission (CDPHE) requires all samples to be equal to or less than to have an area released to the public. All final air samples collected for this project met the clearance criteria and the containment was dismantled and the area returned for normal access. CONCLUSION Based on visual inspections; documentation review; and final air sample results; it is the professional opinion of American Veteran Environmental, LLC that the air quality within the regulated area following the asbestos abatement activities is in compliance with all regulatory and industry standards. American Veteran Environmental, LLC assumes no liability for any loss, injury, and or claim for damages arising directly or indirectly from any use or reliance on this report or the opinions expressed herein. This report is limited only to the samples collected and represent the air quality within the regulated area of the residence on the date previously referenced. The material in this report reflects the best judgment of AVENV in light of the information that was available at the time of preparation. The asbestos inspections and final air clearance sampling was performed using regulatory procedures and a level of diligence exercised by professional consultants performing similar services. Should you have any questions concerning this project, please do not hesitate to contact our office at (303) 655-0662. Thank you for the opportunity to provide this service to you. Project photos available upon request. Respectfully Submitted, Paula S. Bowers Industrial Hygienist CDPHE Certified AMS #11051 13373 N. Harback Road, Bennett, CO 80102 1 Office (303) 655-0662 1 Cell (303) 901-9835 I Fax (303) 942-5417 IS `I 2 L— IS IXI 0 X v\i m Q m rn N m m Q)v o m o m O a } O 7 LL N V O CL \C N O C 2O U U - 4- H N C C) X O of fV � J N z N T J C:C) N w Lr) Ln N u C = rts o L a a 00 � L N u d O ii � 5- E L r V c c a N W m t9 L LU C \ 'a N U OU OO E -5; O �J L C L O N L E 4 c o a ai oA .7 L }J toC diD ii O LL -a iia C O O � t L L 04" LL O m 0 LM C u U 41 4a +' d a 4J E O tko C L N ti ~ C E L i a a` Q N H U Q U E CA m Ln Ln L N C O n n l0 m m O N N N N LL X O m X N CL a Sa � v v o c 00 > Q Lnaj - N LC E z p rLH Lu v a o ri C — L O +� O O ® Vf oc L Ln Ln Ln Ln C N C ro Z 00 N LS IXI I I E v\i m m m m Q)v o m o m O o 7 LL N V O CL \C N O C 2O U U LL H N C C) X O of fV � J N z N T J C:C) N w £ N u C = rts o L m LL 00 � L N u d O ii O0 5- E 3 o c c a N W m LL- LU \ 'a N O L c o a ai 3 ca N ii O -a 1 Z O O � L 04" LL O m 0 LM C u U A d a V H N f0 E L i a a` Q N H U Q U v\i m m m m Q)v o m o m O o m V O V V LL of fV r4 J N I- N J J OJ E 00 w m N 00 = w = E m m 00 IH li co co ii CA \ 'a L ii O I� 1 m O O � LL O ei d E m m Ln Ln Ln O n n m m m N N N N N O +� ® oc L Ln Ln Ln Ln Ln > 0 o Q GJ coCC CL o 3 4, Ln Ln Ln Ln N —1 0 a 44 OC i l0 (.0l0 LD l0 m Ln Ln Ln Ln, Lli O N LL cC C N N M M M � DD DD DD � DD 0 HN N Ln Ln Ln Ln Ln Ln Ln O o O 6l Ql 61 O1 6l N �- O O N N M M m M M o 0 L 00 00 00 00 00 VI v L _ * O C ZU Y Y !.1 0 O U CCU V) c c +� a v oru ro C oo E U tw i O u C v E Q = 'r-13 U z+- Lt- U (/) L rt3 v- GJ `� M \ 0 O � r -I Gl .-i N M -;t Ln lfl r� fl N N N N N N N EJ J J J J J J m u U V U u u u Aiber Quality Analysis, LLC "Air quality assurance professionals" November 8, 2016 Steven Silva steventsilva@gmail.com Project: 2686 Newland St Wheatridge, CO Dear Mr. Silva Air Quality Analysis, LLC (AQA) has analyzed the following samples by Phase Contrast Microscopy (PCM), per the National Institute for Safety and Health (NIOSH) 7400 method in general accordance with the PCM methodology. Air Quality Analysis, LLC is accredited through the American Industrial Hygiene Association (AIHA) for Phase Contrast Microscopy (PCM) analysis Lab ID #219321. Air Quality Analysis, LLC successfully participates in the AIHA Proficient testing (PAT) program. Air Quality Analysis, LLC Laboratory AQA16-0293 is the lab number assigned to this project. The air sample results for the project referenced above have been included in your final report and sent to the email and or address associated with this project. The results described in this report apply only to the samples submitted and analyzed. This report is considered highly confidential and the sole property of the customer. Samples will be disposed of after sixty (60) days unless longer storage is requested. Should you have any questions concerning this project, please do not hesitate to contact our office at (303) 901-9835. Respectfully, Air Quality Analysis, LLC AMS #11051 P.O. Box 685 Kittredge, CO 80457-0685 (303) 901.9835 2686 NEWLAND STREET RESIDENCE WHEATRIDGE COLO. 80214 PROPOSED INTERIOR RENOVATION `' �'• City of '� Wheat �dge MUNITY DEVELOPMENT Wheat Ridge Building Division Approved Plans 1j? -6 V4-��v Plans Exami er �_/t-/7 Date Validity of permit: The issuance of in permit or approval of plans, specifications and cornputat ons shall not be a permit for, or an approval of, any volution to any of the provisions of the building code or of any City ordinances. Permits presuming to give authority to violate or cancel the provisions of the Building codes or other ordinances of the City shall not be valid. OWNERS: BANJO INVESTMENTS 719 2710205 p.o. box 6774 Colorado Springs Colo. 80934 drawn by for the owners: M Yi71t1 O�FtOl� PQM W 4 t 00 C 1 ST FLOOOR 1WALLS (ne* W8W 77'--n NOTE: h ELECT OUTLET 0 WALL Y CEILING LIGHT (RECESSEQ) SWITCH wdw City of Wheat Ridge Building Division 1. new replacement Interior walls 2x4s @ 16" o.a. except as noted 2. new windows replaced w/ thermal eneW seven; sht. A3 of 4 Oo C 1ST FLOOOR WALLS (EXIS1) sht. Al Of 4 .0 O4D C 2nd FLOOOR WALLS (ne* tcmis:l/4" =1'-0 MV City of Wheat Ridge Building Division sht. A4 of 4 NOTE: } Y ELECT OUTLET @ WALL CEILING LIGHT (RECESSED) SWITCH MV City of Wheat Ridge Building Division sht. A4 of 4 2686 NEWLAND STREET RESIDENCE WHEATRIDGE COLO. 80214 PROPOSED INTERIOR RENOVATION OWNERS: BANJO INVESTMENTS 719 2710205 p.o. box 6774 Colorado Springs Colo. 80934 drawn by for the owners: ��a 0 0 wdw s 040 C 1 ST FLOOOR WALLS (ne* sat« 1M• - r-0 1. new replacement lnWdor walls 2x4s Q 18' ox. mmpt as noted 2. now windows replaced w/ #w m W energy severs wdw -TI?uti VIAI- HOW WA *f ,*TIS1A7rA4;;WAJoIs-5 Ta (j) t 3/y"K ?ALU jKlGt�u.AM u�L s P-AAK t JMM I*3 "(/W& KAA,f,QS 38 u x x 1/9 Cs4.x oil sr .)46 0 BfAol 3 1 AOD AvJgut2x6 foo ICJo, exwwdwat NOTE: ELECT OUTLET Q WALL CEILING LIGHT ( RECESSED) SWITCH -(112xq rj1f(r5T" 0� (�) 2X�(T�ZiMM�STv�s (MIP. Ar f.A. ) sht. A3 of 4 s�NA, 4 :E oo C 2nd FLOOOR WALLS (nevi scs* IW ■ 1'-0 M, I !lu ELECT OUTLET Q WALL CEILING LIGHT ( RECESSED) SWITCH sht. A4 of 4 ...sesames ......... was .... New Waste Piping New Vent Piping Existing Piping to remain. No work in Scope 2" Floor in Mech Room VTR • .a so" ........... Doug .... se•. New Waste Piping New Vent Piping Existing Piping to remain. No work in Scope 2" Floor in Mech Room VTR VTR 2" Ass ■ ■ ■ ■ • ' ••• • 2" SHW !1 1/7" RT ,"oas,stwM.eft.°,bA o..g Load Short Form Job: Date: Jan 04, 2017 Entire House By: David Hardcastle Hardcastle Mechanical Design LLC 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com For: 2686 Newland, Wheatridge, CO 80214 xesign intormation Htg Clg Outside db (°F) 3 95 Method Inside db (°F) 70 75 Construction quality Design TD (°F) 67 20 Fireplaces Daily range - H Inside humidity (%) 50 50 Moisture difference (gr/Ib) 60 -40 HEATING EQUIPMENT Make Generic Trade Model AFUE 96 AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 96 AFUE Btuh 41667 Btuh 40000 Btuh 50 OF 883 cfm 0.026 cfm/Btuh 0.50 in H2O Infiltration Simplified Average COOLING EQUIPMENT Make Generic Trade Cond SEER 13.0 Coil AHRI ref Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 11.6 EER, 13 SEER 19200 Btuh 4800 Btuh 24000 Btuh 800 cfm 0.049 cfm/Btuh 0.60 in H2O 1.00 117 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) CIg AVF (cfm) Bed1 144 3787 1273 97 62 Sun Porch 117 2315 1641 59 80 Mud 45 1063 230 27 11 Dining 171 4733 818 121 40 Den 165 3172 2041 81 99 Stair 33 0 0 0 0 Bed2 180 2170 1218 55 59 M Bath 100 1029 582 26 28 Bath 1 50 554 352 14 17 Mech 36 0 0 0 0 Living 366 8235 3527 210 171 Kitchen 117 1684 2139 43 104 Ba/La 27 0 0 0 0 U C A n n n n Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t fi 1 htsoft 2017 -Jan -07 07:12:31 W 9 Right -Suite@ U niversal 2017 17.0.17 RSU18166 Page 1 C:\Users\Diana0esktop\2686 Newland St Dwg.rup Calc = MA Building Front faces: W I., a u u u u CI 21 0 0 0 0 Master 210 3713 2211 95 107 Hall 39 0 0 0 0 CIO 45 2119 440 54 21 Entire House d 1929 34574 16473 883 800 Other equip loads 1402 416 Equip. @ 1.00 RSM 16855 Latent cooling 0 TllTA1 C I 4nnn 4n_ncc I nnn 1 nnn v 1 /"ALV 117Gv 01j.7/ V 1 VOJ:J OOJ OVV Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .y + wrightSOft Right -Suite® Universal 2017 17.0.17 RSU18166 C:\Users\Diana\Desktop\2686 Newland St Dwg.rup Calc = MJ8 Building Front faces: W 2017 -Jan -07 07:12:31 Page 2 °°��.we..,.° =• Loads for Multiple Orientations Job: Date: Jan 04, 2017 Entire House By: David Hardcastle Hardcastle Mechanical Design LLC 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com For: 2686 Newland, Wheatridge, CO 80214 Location: Denver Stapleton Int'I AP, CO, US Elevation: 5285 ft Latitude: 40°N Outdoor: Heating Dry bulb (°F) 3 Daily range (°F) - Wet bulb (OF) - Wind speed (mph) 15.0 Building Front Indoor: Heating Cooling Southeast Indoor temperature (°F) 70 75 Northwest Design TD (°F) 67 20 16698 Relative humidity (%) 50 50 Cooling Moisture difference (gr/Ib) 60.4 -39.8 95 Infiltration: 0 0 27 ( H ) 0 0 Total Load (Btuh) 60 16632 16698 16344 7.5 16423 16855 16570 Building Front North Northeast East Southeast South Southwest West Northwest Sensible Load (Btuh) 15222 16632 16698 16344 15085 16423 16855 16570 Latent Load (Btuh) 0 0 0 0 0 0 0 0 Total Load (Btuh) 15222 16632 16698 16344 15085 16423 16855 16570 Heating AVF (cfm) 883 883 883 883 883 883 883 883 Cooling AVF (cfm) 800 800 800 800 800 800 800 800 L 1 1 • T"797 •- Mi i • t• • • •- • Drection Building Fran faoes Current Orientation: Building Front faces West Highest Cooling Load: Building Front faces West Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017 -Jan -07 07:12:31 t Wr19htSOft Rig ht -Su ite® Universal 2017 17.0.17 RSU18166 Page 1 C:\Users\Diana\Desktop\2686 Newland St Dwg.rup Calc = MA Building Front faces: W Right -J® Worksheet Entire House Hardcastle Mechanical Design LLC 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Job: Date: Jan 04, 2017 By: David Hardcastle 1 Room name Entire House Bedi 2 Exposed wall 236.0 ft 25.0 ft 3 Room height 8.0 ft d 8.0 ft heat/cool 4 Room dimensions 16.0 x 9.0 ft 5 Room area 1929.0 f t2 144.0 f tz Ty Construction U-valueOr HTM Area (ftz) I Load I Area (ftz) I Load I number (Bt uh/ft2-°F (Btuh/f t2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VII 12E-Osw 0.068 n 4.54 1.26 233 221 1002 278 128 116 526 146 Lam; Energy 2012 Code 0.320 n 21.34 11.95 12 0 256 143 12 0 256 143 VII 12E-Osw 0.068 n 4.54 1.26 224 216 980 272 0 0 0 0 I -G Energv 2012 Code 0.320 n 21.34 11.95 8 0 171 96 0 0 0 0 1112E-0sw 0.068 a 4.54 1.26 413 343 1557 432 0 0 0 0 I= Energy 2012 Code 0.320 a 21.34 33.71 52 0 110 1744 0 0 0 0 11 DO 0.390 a 26.01 10.76 18 18 470 195 0 0 0 0 V 12E-Os 0.068 a 4.54 1.26 192 162 734 204 0 0 0 0 G2E-Osw Energv 2012 Code 0.320 a 21.34 33.71 30 0 642 1014 0 0 0 0 12E-Osw 0.068 s 4.54 1.26 224 192 871 242 0 0 0 0 Energy 2012 Code 0.320 s 21.34 18.17 32 0 683 581 0 0 0 0 W 12E-0sw 0.068 s 4.54 1.26 16 16 73 20 0 0 0 0 11It 12E-Osw 0.068 w 4.54 1.26 408 337 1530 424 72 62 283 78 %Cp Energy 2012 Code 0.320 w 21.34 33.71 50 0 1059 1672 10 0 205 324 11 DO 0.390 w 26.01 10.76 21 21 546 226 0 0 0 0 Vjl 12E -Os w 0.068 w 4.54 1.26 192 169 767 213 0 0 0 0 -G Energv 2012 Code 0.320 w 21.34 33.71 23 0 488 771 0 0 0 0 C 168-38ad 0.026 1.73 1.33 609 609 1056 809 0 0 0 0 C 168-50ad 0.020 1.33 1.02 36 36 48 37 36 36 48 37 F 22A-tpl 0.989 65.97 0.00 1320 158 10423 0 144 25 1649 0 61 c) AED excursion I 101 1 1 146 Envelope loss/gain 1 24460 9371 1 1 2967 774 12 a) Infiltration 7790 1202 819 126 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 1 230 Appliances/other 3500 0 Subtotal (lines 6 to 13) 32250 14994 3787 1130 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 143 14 Subtotal 32250 14994 3787 1273 15 Duct loads 7% 10% 2324 1479 -0% 0% 0 0 Total room load 34574 16473 3787 1273 Air required (cfm) I I I 8831 8001 I I 97I 62I Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. wrightrcxft 2017 -Jan -07 07:12:35 Rig ht -Su ite@ U niversal2017 17.0.17 RSU18166 Page 1 C:\Users\Diana\Desktop\2686 Newland St Dwg.rup Calc = MJ8 Building Front faces: W Right -M Worksheet Entire House Hardcastle Mechanical Design LLC 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com Job: Date: Jan 04, 2017 By: David Hardcastle 1 Room name Sun Porch Mud 2 Exposed wall 13.0 ft 5.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 9.0 x 13.0 ft 9.0 x 5.0 ft 5 Room area 117.0 f t2 45.0 f tz Ty Construction U -value Or I HTMI Area (f t2) I Load I Area (ft2) I Load number I (Btuh/ft2- F (Btuh/ftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vjl 12E-Osw 0.068 n 4.54 1.26 0 0 0 0 0 0 0 0 L_ _G Energy 2012 Code 0.320 n 21.34 11.95 0 0 0 0 0 0 0 0 Vel 12E-Osw 0.068 n 4.54 1.26 0 0 0 0 0 0 0 0 L -G Enerov 2012 Code 0.320 n 21.34 11.95 0 0 0 0 0 0 0 0 11 0.068 a 4.54 1.26 104 71 321 89 40 22 99 28 T=12E-Osw Energy 2012 Code 0.320 a 21.34 33.71 33 0 711 1124 0 0 0 0 11 DO 0.390 a 26.01 10.76 0 0 0 0 18 18 470 195 V� 12E-Osw 0.068 a 4.54 1.26 0 0 0 0 0 0 0 0 I -.G Enerov 2012 Code 0.320 a 21.34 33.71 0 0 0 0 0 0 0 0 Vrl 12E-Osw 0.068 s 4.54 1.26 0 0 0 0 0 0 0 0 I -C Energy 2012 Code 0.320 s 21.34 18.17 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 s 4.54 1.26 0 0 0 0 0 0 0 0 V�! 12E-0sw 0.068 w 4.54 1.26 0 0 0 0 0 0 0 0 %Cp Energy 2012 Code 0.320 w 21.34 33.71 0 0 0 0 0 0 0 0 11 DO 0.390 w 26.01 10.76 0 0 0 0 0 0 0 0 Vy 12E -Os w 0.068 w 4.54 1.26 0 0 0 0 0 0 0 0 -G Enerav 2012 Code 0.320 w 21.34 33.71 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 1.73 1.33 0 0 0 0 0 0 0 0 C 1613-50ad 0.020 1.33 1.02 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 65.97 0.00 117 13 858 0 45 5 330 0 61 c) AED excursion 1 41 -17 Envelope losstgain 1890 1254 1 1 900 205 12 a) Infiltration 426 66 164 25 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2315 1319 1063 230 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 322 0 0 14 Subtotal 2315 1641 1063 230 15 Duct loads -0% 0% 0 0 _0% 0% 0 0 Total room load 2315 1641 1063 230 Air required (cfm) I I I 59I 80I I I 27I 11 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed. wrightSpft 2017 -Jan -07 07:12:35 11C A Right-SuiteOUniversal201717.0.17 RSU18166 Page C:\Users\Diana\Desktop\2686 Newland St Dwg.rup Calc = MJ8 Building Front faces: W Right -J® Worksheet Job: Entire House Date: Jan 04, 2017 Hardcastle Mechanical Design LLC By: David Hardcastle 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com 1 Room name Dining Den 2 Exposed wall 28.0 ft 21.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 9.0 x 19.0 ft 11.0 x 15.0 ft 5 Room area 171.0 f t2 165.0 f t2 T Y Construction U -value Or HTM Area (f t2 () Load I Area If t2) I () Load number (Btuh/ft2-°F (Bt uh/ftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vy 12E-Osw 0.068 n 4.54 1.26 0 0 0 0 24 24 109 30 L -C Energy 2012 Code 0.320 n 21.34 11.95 0 0 0 0 0 0 0 0 Vj! 12E-Osw 0.068 n 4.54 1.26 0 0 0 0 0 0 0 0 L -G Enerov 2012 Code 0.320 n 21.34 11.95 0 0 0 0 0 0 0 0 11 0.068 a 4.54 1.26 152 152 689 191 0 0 0 0 Energy 2012 Code 0.320 a 21.34 33.71 0 0 0 0 0 0 0 0 =12E-Osw 11 DO 0.390 a 26.01 10.76 0 0 0 0 0 0 0 0 Vll 12E-Osw 0.068 a 4.54 1.26 0 0 0 0 0 0 0 0 --G Enerov 2012 Code 0.320 a 21.34 33.71 0 0 0 0 0 0 0 0 t 12E-0sw 0.068 s 4.54 1.26 72 60 272 75 24 24 109 30 -G Energy 2012 Code 0.320 s 21.34 18.17 12 0 256 218 0 0 0 0 W 12E-Osw 0.068 s 4.54 1.26 0 0 0 0 0 0 0 0 12E -Os w 0.068 w 4.54 1.26 0 0 0 0 120 100 454 126 Energy 2012 Code 0.320 w 21.34 33.71 0 0 0 0 20 0 427 674 11 DO 0.390 w 26.01 10.76 0 0 0 0 0 0 0 0 t 12E-Osw 0.068 w 4.54 1.26 0 0 0 0 0 0 0 0 -.G Enerov 2012 Code 0.320 w 21.34 33.71 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 1.73 1.33 0 0 0 0 0 0 0 0 c 16B-50ad 0.020 1.33 1.02 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 65.97 0.00 171 28 1847 0 165 21 1385 0 61 c) AED excursion 1 151 1 1 1 175 Envelope loss/gain 1 3065 490 1 1 2483 1035 12 a) Infiltration 917 142 688 106 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliancestother 0 900 Subtotal (lines 6 to 13) 3982 631 3172 2041 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3982 631 3172 2041 15 Duct loads 19% 30% 751 187 -0% 0% 0 0 roomload Airreqd) 41 61 3181 2091I I I I I 121 40 I I I 9 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. wrightspft 2017 -Jan -07 07:12:35 y � Rig ht -Su iteOUniversal201717.0.17 RSU18166 Page C:\Users\Diana\Desktop\2686 Newland St Dwg.rup Calc = MJ8 Building Front faces: W M.rgM.Yelr.ns QwV,tkf Right -M Worksheet Entire House Hardcastle Mechanical Design LLC 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com Job: Date: Jan 04, 2017 By: David Hardcastle 1 Room name Stair Bed2 2 Exposed wall 0 ft 24.0 It 3 Room height 8.0 ft heat/cool 8.0 it heat/cool 4 Room dimensions 3.0 x 11.0 ft 12.0 x 15.0 ft 5 Room area 33.0 ft2 180.0 ftz Ty Construction U -value Or HTM Area (ftz) Load I Area (f t2) I Load I number (Btuh/ftz-°F (Bt uh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S j Heat Cool Gross N/P/S j Heat I Cool 6 Vjl 12E -Os w 0.068 n 4.54 1.26 0 0 0 0 0 0 0 0 I -C Energy 2012 Code 0.320 n 21.34 11.95 0 0 0 0 0 0 0 0 Vy 12E -Os w 0.068 n 4.54 1.26 0 0 0 0 56 56 254 70 I� Enerav 2012 Code 0.320 n 21.34 11.95 0 0 0 0 0 0 0 0 11 0.068 a 4.54 1.26 0 0 0 0 0 0 0 0 I=12E-Osw � Energy 2012 Code 0.320 a 21.34 33.71 0 0 0 0 0 0 0 0 11 DO 0.390 a 26.01 10.76 0 0 0 0 0 0 0 0 VII 12E-Osw 0.068 a 4.54 1.26 0 0 0 0 0 0 0 0 CEnerav 2012 Code 0.320 a 21.34 33.71 0 0 0 0 0 0 0 0 Vjl 12E-Osw 0.068 s 4.54 1.26 0 0 0 0 0 0 0 0 1� Energy 2012 Code 0.320 s 21.34 18.17 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 s 4.54 1.26 0 0 0 0 16 16 73 20 0.068 w 4.54 1.26 0 0 0 0 0 0 0 0 L12E-Osw Energy 2012 Code 0.320 w 21.34 33.71 0 0 0 0 0 0 0 0 11 DO 0.390 w 26.01 10.76 0 0 0 0 0 0 0 0 Vy t 12E-Osw 0.068 w 4.54 1.26 0 0 0 0 120 111 503 140 ---G Enerov 2012 Code 0.320 w 21.34 33.71 0 0 0 0 9 0 192 303 C 166-38ad 0.026 1.73 1.33 0 0 0 0 180 180 312 239 C 166-50ad 0.020 1.33 1.02 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 65.97 0.00 33 0 0 0 0 0 0 0 61 c) AED excursion 101 1 1 1 59 Envelope loss/gain 0 0 1 1 13,341 831 12 a) Infiltration 0 0 786 121 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 0 0 2121 1183 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 50 35 14 Subtotal 0 0 2170 1218 15 Duct loads 19% 30% 0 0 -0% 0% 0 0 Total room load0 0 2170 1218 Air required (cfm) I I I OI OI I I 55I 59I Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. 41- Wrights aft 2017 -Jan -0707:12:35 Rig ht -Su iteO U niv ersal 2017 17.0.17 RSU 18166 Page 4 lifEk C:\Users\Diana\Desktop\2686 Newland St Dwg.rup Calc = MJ8 Building Front faces: W Right -J® Worksheet Job: Entire House Date: Jan 04, 2017 Hardcastle Mechanical Design LLC By: David Hardcastle 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com 1 Room name M Bath Bath1 2 Exposed wall 10.0 ft 5.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 10.0 x 10.0 ft 10.0 x 5.0 ft 5 Room area 100.0 ft2 50.0 ft2 Ty Construction U-valu Or HTM Area (ft2) I Load I Area (ft2) I Load I number (Btuh/ft!- F (Bt uh/ftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1/N 12E -Os w 0.068 n 4.54 1.26 0 0 0 0 0 0 0 0 I -C Energy 2012 Code 0.320 n 21.34 11.95 0 0 0 0 0 0 0 0 V� 12E-Osw 0.068 n 4.54 1.26 0 0 0 0 0 0 0 0 I-{' Enerav 2012 Code 0.320 n 21.34 11.95 0 0 0 0 0 0 0 0 11 0.068 a 4.54 1.26 0 0 0 0 0 0 0 0 T=12E-Osw Energy 2012 Code 0.320 a 21.34 33.71 0 0 0 0 0 0 0 0 11 DO 0.390 a 26.01 10.76 0 0 0 0 0 0 0 0 fly 12E-Osw 0.068 a 4.54 1.26 80 71 322 89 40 34 154 43 -G Enerav 2012 Code 0.320 a 21.34 33.71 9 0 194 306 6 0 128 202 Vy 12E -0s w 0.068 s 4.54 1.26 0 0 0 0 0 0 0 0 C Energy 2012 Code 0.320 s 21.34 18.17 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 s 4.54 1.26 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 4.54 1.26 0 0 0 0 0 0 0 0 Energy 2012 Code 0.320 w 21.34 33.71 0 0 0 0 0 0 0 0 11D0 0.390 w 26.01 10.76 0 0 0 0 0 0 0 0 Vjl 12E-Osw 0.068 w 4.54 1.26 0 0 0 0 0 0 0 0 1-G Enerav 2012 Code 0.320 w 21.34 33.71 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 1.73 1.33 100 100 173 133 50 50 87 66 C 166-50ad 0.020 1.33 1.02 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 65.97 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 1 1-51 1 1 10 Envelope loss/gain 1 689 523 1 1 369 311 12 j a) Infiltration 328 51 164 25 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1016 573 533 337 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 13 9 21 15 14 Subtotal 1029 582 554 352 15 Duct loads _0% 0% 0 0 _0% 0% 0 0 101 51 51 37Airreqdfm) uoml (cI I I 26 28 I 14 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed. wrightSvft 2017 -Jan -0707:12:35 Right-Suite®Universal 201717.0.17 RSU18166 Page C:\Users\Diana\Desktop\2686 Newland St Dwg.rup Calc = MJ8 Building Front faces: W Right -J® Worksheet Job: Entire House Date: Jan 04, 2017 Hardcastle Mechanical Design LLC By: David Hardcastle 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com 1 Room name Mech Living 2 Exposed wall 0 ft 43.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 4.0 x 9.0 ft 1.0 x 366.0 ft 5 Room area 36.0 f t2 366.0 f t2 Ty Construction U -value Or I HTM I Area (f t2) I Load I Area (f t2) Load number (Btuh/ft2-°F (Bt uh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VN 12E -Os w 0.068 n 4.54 1.26 0 0 0 0 0 0 0 0 L -G Energy 2012 Code 0.320 n 21.34 11.95 0 0 0 0 0 0 0 0 V� 12E -Os w 0.068 n 4.54 1.26 0 0 0 0 0 0 0 0 -G Enerov 2012 Code 0.320 n 21.34 11.95 0 0 0 0 0 0 0 0 11 Vjl%Cp 12E -Os w 0.068 a 4.54 1.26 0 0 0 0 0 0 0 0 Energy 2012 Code 0.320 a 21.34 33.71 0 0 0 0 0 0 0 0 11 DO 0.390 a 26.01 10.76 0 0 0 0 0 0 0 0 Vjl 12E -Os w 0.068 a 4.54 1.26 0 0 0 0 0 0 0 0 -G Enerav 2012 Code 0.320 a 21.34 33.71 0 0 0 0 0 0 0 0 12E-Osw 0.068 s 4.54 1.26 0 0 0 0 128 108 490 136 C Energy 2012 Code 0.320 s 21.34 18.17 0 0 0 0 20 0 427 363 W 12E-Osw 0.068 s 4.54 1.26 0 0 0 0 0 0 0 0 12E-0sw 0.068 w 4.54 1.26 0 0 0 0 216 175 794 220 Energy 2012 Code 0.320 w 21.34 33.71 0 0 0 0 20 0 427 674 11 DO 0.390 w 26.01 10.76 0 0 0 0 21 21 546 226 Vl 12E-0sw 0.068 w 4.54 1.26 0 0 0 0 0 0 0 0 1-G Enerav 2012 Code 0.320 w 21.34 33.71 0 0 0 0 0 0 0 0 C 166-38ad 0.026 1.73 1.33 0 0 0 0 0 0 0 0 C 1613-50ad 0.020 1.33 1.02 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 65.97 0.00 36 0 0 0 366 43 2837 0 61 c) AED excursion 10 -15 Envelope loss/gain 1 0 0 1 1 5520 1605 12 a) Infiltration 0 0 1409 217 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianceslother 0 900 Subtotal (lines 6 to 13) 0 0 6929 2723 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 0 6929 2723 15 Duct loads -0% 0% 0 0 19% 30% 1306 804 Total room load8235 I 01 3527 Air required (cfm) I I 0 0I I I 2101 171 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. wtrightso ft 2017 -Jan -07 07:12:35 Rig ht -Su ite®Universal201717.0.17 RSU18166 Page C:\Users\Diana\Desktop\2686 Newland St Dwg.rup Calc = MJ8 Building Front faces: W Right -J® Worksheet Job: Entire House Date: Jan 04, 2017 Hardcastle Mechanical Design LLC By: David Hardcastle 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com 1 Room name Kitchen Ba/La 2 Exposed wall 9.0 ft 0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 117.0 ft 1.0 x 27.0 ft 5 Room area 117.0 ft2 27.0 ft2 Ty Construction U-valueOr HTM Area (f t2) Load I Area (f t2) I Load I number (Btuh/f t2 -°F (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 yl 12E-Osw 0.068 n 4.54 1.26 0 0 0 0 0 0 0 0 I-( Energy 2012 Code 0.320 n 21.34 11.95 0 0 0 0 0 0 0 0 Vy 12E-Osw 0.068 n 4.54 1.26 0 0 0 0 0 0 0 0 -G Enerav 2012 Code 0.320 n 21.34 11.95 0 0 0 0 0 0 0 0 11 0.068 a 4.54 1.26 72 60 272 75 0 0 0 0 I=12E-0sw Energy 2012 Code 0.320 a 21.34 33.71 12 0 256 405 0 0 0 0 11 DO 0.390 a 26.01 10.76 0 0 0 0 0 0 0 0 Vjl 12E-Osw 0.068 a 4.54 1.26 0 0 0 0 0 0 0 0 -G Enerav 2012 Code 0.320 a 21.34 33.71 0 0 0 0 0 0 0 0 1 12E-0 sw 0.068 s 4.54 1.26 0 0 0 0 0 0 0 0 G --Energy 2012 Code 0.320 s 21.34 18.17 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 s 4.54 1.26 0 0 0 0 0 0 0 0 V+l 12E-Osw 0.068 w 4.54 1.26 0 0 0 0 0 0 0 0 Energy 2012 Code 0.320 w 21.34 33.71 0 0 0 0 0 0 0 0 -p0 11 DO 0.390 w 26.01 10.76 0 0 0 0 0 0 0 0 12E-0sw 0.068 w 4.54 1.26 0 0 0 0 0 0 0 0 Enerov 2012 Code 0.320 w 21.34 33.71 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 1.73 1.33 0 0 0 0 0 0 0 0 C 1613-50ad 0.020 1.33 1.02 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 65.97 0.00 117 9 594 0 27 0 0 0 61 c) AED excursion 1 1 -74 -35 Envelope loss/gain 1 1122 406 1 1 0 -35 12 a) Infiltration 295 46 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1200 500 Subtotal (lines 6 to 13) 1417 1651 0 465 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 -465 14 Subtotal 1417 1651 0 0 15 Duct loads 19% 30% 267 488 _0% 0% 0 0 Total room load 1684 2139 0 0 Air required (cfm) I I I 43I 1041 I I 0 1 0I Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed. w rights[)ft 2017 -Jan -07 07:12:35 Right -Suite® Universal 2017 17.0.17 RSU18166 Page 7 C:\Users\Diana\Desktop\2686 Newland St Dwg.rup Calc = MJ8 Building Front faces: W Right -J® Worksheet Job: Entire House Date: Jan 04, 2017 Hardcastle Mechanical Design LLC By: David Hardcastle 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com 1 Room name H C 2 Exposed wall O ft O ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 54.0 ft 3.0 x 3.0 ft 5 Room area 54.0 f t2 9.0 f t2 Ty Construction U -value Or I HTM I Area (ft2) I Load I Area (ftz) I Load number I (Btuh/ftz-°F (Bt uh/ftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V►� 12E-Osw 0.068 n 4.54 1.26 0 0 0 0 0 0 0 0 L-( Energy 2012 Code 0.320 n 21.34 11.95 0 0 0 0 0 0 0 0 Vj/ 12E-Osw 0.068 n 4.54 1.26 0 0 0 0 0 0 0 0 t -G Enerov 2012 Code 0.320 n 21.34 11.95 0 0 0 0 0 0 0 0 11VL12E-Osw 0.068 a 4.54 1.26 0 0 0 0 0 0 0 0 Energy 2012 Code 0.320 a 21.34 33.71 0 0 0 0 0 0 0 0 11 DO 0.390 a 26.01 10.76 0 0 0 0 0 0 0 0 V+l 12E-Osw 0.068 a 4.54 1.26 0 0 0 0 0 0 0 0 L-GEnerov 2012 Code 0.320 a 21.34 33.71 0 0 0 0 0 0 0 0 Vy 12E-Osw 0.068 s 4.54 1.26 0 0 0 0 0 0 0 0 L -C Energy 2012 Code 0.320 s 21.34 18.17 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 s 4.54 1.26 0 0 0 0 0 0 0 0 Vjl 12E-Osw 0.068 w 4.54 1.26 0 0 0 0 0 0 0 0 Energy 2012 Code 0.320 w 21.34 33.71 0 0 0 0 0 0 0 0 I; DG 11 DO 0.390 w 26.01 10.76 0 0 0 0 0 0 0 0 t 12E-Osw 0.068 w 4.54 1.26 0 0 0 0 0 0 0 0 -C Enerov 2012 Code 0.320 w 21.34 33.71 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 1.73 1.33 0 0 0 0 9 9 16 12 C 16B-50ad 0.020 1.33 1.02 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 65.97 0.00 54 0 0 0 0 0 0 0 61 c) AED excursion 101 1 1 1-1 Envelope losstgain 0 0 1 1 16 11 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 0 0 16 11 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 -16 -11 14 Subtotal 0 0 0 0 15 Duct loads _0% 0% 0 0 _0% 0% 0 0 Total room load 0 0 0 0 Air required (cfm) I I I pl 0I I I 0I O Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. vvrightsoft 2017 -Jan -07 07:12:35 Right -Suite® U niv ersal 2017 17.0.17 RSU 18166 Page 8 C:\Users\Diana\Desktop\2686 Newland St Dwg.rup Calc = MJ8 Building Front faces: W Right -J® Worksheet Job: Entire House Date: Jan 04, 2017 Hardcastle Mechanical Design LLC By: David Hardcastle 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002 @gmail.com 1 Room name CI Master 2 Exposed wall 0 It 39.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 3.0 x 7.0 ft 1.0 x 210.0 ft 5 Room area 21.0 f t2 210.0 f t2 Ty Construction U -value Or HTM Area (f t2) I Load I Area (f t2 I Load I number I (Btuh/ft2-°F (Btuh/ftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btu Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V)/ 12E-0sw 0.068 n 4.54 1.26 0 0 0 0 0 0 0 0 I_C Energy 2012 Code 0.320 n 21.34 11.95 0 0 0 0 0 0 0 0 Vil 12E-Osw 0.068 n 4.54 1.26 0 0 0 0 168 160 726 201 I -C Enerov 2012 Code 0.320 n 21.34 11.95 0 0 0 0 8 0 171 96 11 VL12E-Osw 0.068 a 4.54 1.26 0 0 0 0 0 0 0 0 ,G Energy 2012 Code 0.320 a 21.34 33.71 0 0 0 0 0 0 0 0 11 DO 0.390 a 26.01 10.76 0 0 0 0 0 0 0 0 V 12E-Os 0.068 a 4.54 1.26 0 0 0 0 72 57 259 72 G2E-Osw Enerav 2012 Code 0.320 a 21.34 33.71 0 0 0 0 15 0 320 506 V�/ 12E -0s w 0.068 s 4.54 1.26 0 0 0 0 0 0 0 0 -G Energy 2012 Code 0.320 s 21.34 18.17 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 s 4.54 1.26 0 0 0 0 0 0 0 0 Vu 12E-Osw 0.068 w 4.54 1.26 0 0 0 0 0 0 0 0 Energy 2012 Code 0.320 w 21.34 33.71 0 0 0 0 0 0 0 0 �pC, 11 DO 0.390 w 26.01 10.76 0 0 0 0 0 0 0 0 Vy 12E-Osw 0.068 w 4.54 1.26 0 0 0 0 72 58 264 73 -G Enerav 2012 Code 0.320 w 21.34 33.71 0 0 0 0 14 0 296 467 C 16B-38ad 0.026 1.73 1.33 21 21 36 28 210 210 364 279 C 1613-50ad 0.020 1.33 1.02 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 65.97 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 1 1-2 -165 Envelope loss/gain 1 36 26 1 1 2399 1528 12 a) Infiltration 0 0 1278 197 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 2 460 Appliances/other 0 0 Subtotal (lines 6 to 13) 36 26 3677 2186 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -36 -26 36 26 14 Subtotal 0 0 3713 2211 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Total room load 0 0 3713 2211 Air required (cfm) I I OI OI I I 95I 1071 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsofk 2017 -Jan -07 07:12:35 Rig ht-Suite®Universal 201717.0.17 RSU18166 Page C:\Users\Diana\Desktop\2686 Newland St Dwg.rup Calc = MJ8 Building Front faces: W Right -J® Worksheet Entire House Hardcastle Mechanical Design LLC 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Job: Date: Jan 04, 2017 By: David Hardcastle 1 Room name Hall CIO 2 Exposed wall 0 ft 14.0 ft 3 Room height 8.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 39.0 it 9.0 x 5.0 ft 5 Room area 39.0 f t2 45.0 f t2 Ty Construction U -value Or I HTM I Area (f t2) I Load I Area (ft2) Load number Bt 2-'F (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V►r 12E-Osw 0.068 n 4.54 1.26 0 0 0 0 81 81 367 102 I-( Energy 2012 Code 0.320 n 21.34 11.95 0 0 0 0 0 0 0 0 Vy 12E-Osw 0.068 n 4.54 1.26 0 0 0 0 0 0 0 0 -G Enerav 2012 Code 0.320 n 21.34 11.95 0 0 0 0 0 0 0 0 11 Vjl%Cp 12E-Osw 0.068 a 4.54 1.26 0 0 0 0 45 39 175 49 Energy 2012 Code 0.320 a 21.34 33.71 0 0 0 0 6 0 137 216 11 DO 0.390 a 26.01 10.76 0 0 0 0 0 0 0 0 VI! 12E -Os w 0.068 a 4.54 1.26 0 0 0 0 0 0 0 0 -G Enerav 2012 Code 0.320 a 21.34 33.71 0 0 0 0 0 0 0 0 Vi/ 12E-Osw 0.068 s 4.54 1.26 0 0 0 0 0 0 0 0 -G Energy 2012 Code 0.320 s 21.34 18.17 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 s 4.54 1.26 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 4.54 1.26 0 0 0 0 0 0 0 0 Energy 2012 Code 0.320 w 21.34 33.71 0 0 0 0 0 0 0 0 11 DO 0.390 w 26.01 10.76 0 0 0 0 0 0 0 0 t 12E-Osw 0.068 w 4.54 1.26 0 0 0 0 0 0 0 0 -C Enerav 2012 Code 0.320 w 21.34 33.71 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 1.73 1.33 39 39 68 52 0 0 0 0 C 166-50ad 0.020 1.33 1.02 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 65.97 0.00 0 0 0 0 45 14 924 0 61 c) AED excursion 1 1-4 -6 Envelope losstgain 1 68 48 1 1 1603 360 12 a) Infiltration 0 0 516 60 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 68 48 2119 440 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -68 -48 0 0 14 Subtotal 0 0 2119 440 15 Duct loads _0% 0% 0 0 _0% 0% 0 0 Total room load0 0 2119 440 Air required (cfm) I I I OI OI I I 54I 21 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. wrightsoft y-- Right-SuiteC� Universal 2017 17.0.17 RSU18166 2017 -Jan -07 07:12:35 Al Page 10 C:\Users\Diana\Desktop\2686 Newland St Dwg.rup Calc = MJ8 Building Front faces: W wnatstra".eh&mca o.,,4 Static Pressure and Friction Rate Jab. Date: Jan 04, 2017 Entire House By: David Hardcastle Hardcastle Mechanical Design LLC 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com For: 2686 Newland, Wheatridge, CO 80214 Fitting Equivalent LengthDetails Supply 4G=80, 2K0=50, 12H1=20, 8E=10, 8E=10, 1A=35: TotalEL=205 Return 6F=25, 5D=40: TotalEL=65 2017 -Jan -07 07:12:39 ,1 wrights©ft Rig ht -Su ite(D Universal 2017 17.0.17 RSU18166 Page 1 �+ C:\Users\Diana\Desktop\2686 Newland St Dwg.rup Calc = MJ8 Building Front faces: W Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0.60 Pressure losses Coil 0.15 0.1E Heat exchanger 0 0 Supply diffusers 0.03 0.0�1 Return grilles 0.03 0.02 Filter 0.08 0.0E Humidifier 0 C Balancing damper 0 C Other device 0 C Available static pressure 0.21 0.31 Total• Supply Return (ft) (ft) Measured length of run -out 9 2 Measured length of trunk 36 0 Equivalent length of fittings 205 65 Total length 250 67 Total effective length 317 FrictionRate Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.066 OK 0.098 OK Return Ducts 0.066 OK 0.098 OK Fitting Equivalent LengthDetails Supply 4G=80, 2K0=50, 12H1=20, 8E=10, 8E=10, 1A=35: TotalEL=205 Return 6F=25, 5D=40: TotalEL=65 2017 -Jan -07 07:12:39 ,1 wrights©ft Rig ht -Su ite(D Universal 2017 17.0.17 RSU18166 Page 1 �+ C:\Users\Diana\Desktop\2686 Newland St Dwg.rup Calc = MJ8 Building Front faces: W °°°•"°".t At 0..�qt, LLCDuct System Summary Job: Date: Jan 04, 2017 Entire House By: David Hardcastle Hardcastle Mechanical Design LLC 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com For: 2686 Newland, Wheatridge, CO 80214 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.29 in H2O 0.21 in H2O 0.166 / 0.044 in H2O 0.066 in/100ft 883 cfm 317 ft Cooling 0.60 in H2O 0.29 in H2O 0.31 in H2O 0.244 / 0.066 in H2O 0.098 in/100ft 800 cfm Name Design (Btuh) Htg (cfm) Clg (Cfm) Design FR Diam (in) H x W (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bathl C 554 17 20 0.084 4.0 Ox 0 ShMt 7.0 190.0 st1 Bed1 h 3787 116 74 0.114 5.0 Ox 0 ShMt 25.0 120.0 st4 Bed2 C 2170 67 71 0.082 4.0 Ox 0 ShMt 18.0 185.0 st2 CIO h 2119 65 26 0.086 4.0 Ox 0 ShMt 32.0 160.0 st5 Den C 3172 97 119 0.080 6.0 Ox 0 ShMt 17.0 190.0 st2 Dining h 2366 73 24 0.072 4.0 Ox 0 ShMt 45.2 185.0 st3 Dining -A h 2366 73 24 0.069 4.0 Ox 0 ShMt 46.0 195.0 st3 Kitchen C 2139 52 125 0.104 6.0 Ox 0 ShMt 31.0 205.0 st1 Living h 4118 126 103 0.066 6.0 OX 0 ShMt 45.0 205.0 st3A Living -A h 4118 126 103 0.070 6.0 Ox 0 ShMt 37.4 200.0 st1 M Bath C 1029 32 34 0.082 4.0 Ox 0 ShMt 23.0 180.0 st2 Master C 1857 57 64 0.077 4.0 Ox 0 ShMt 21.0 195.0 st4 Master -A C 1857 57 64 0.070 4.0 Ox 0 ShMt 31.0 205.0 st5 Mud h 1063 33 13 0.128 4.0 Ox 0 ShMt 14.0 115.0 Sun Porch -A C 1641 71 96 0.123 5.0 Ox 0 ShMt 24.0 175.0 st2 Bold/italic values have been manually overridden wrlghtsoft Rig ht -Su ite@ Universal 2017 17.0.17 RSU18166 1�+ C:\Users\Diana\Desktop\2686 Newland St Dwg.rup Calc = MA Building Front faces: W 2017 -Jan -07 07:12:39 Page 1 Supply Trunk Detail Table Name Trunk Type Htg (cfm) Clg (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk st3A Peak AVF 126 103 0.066 568 6.9 8 x 4 ShtMetl st3 st3 Peak AVF 271 150 0.066 814 9.2 8 x 6 ShtMetl SO st4 Peak AVF 173 139 0.077 778 7.5 8 x 4 ShtMetl st2 st5 Peak AVF 122 90 0.070 548 6.7 8 x 4 ShtMetl st2 st1 Peak AVF 466 398 0.066 839 11.2 8 x 10 ShtMetl st2 Peak AVF 561 548 0.070 721 11.9 8 x 14 ShtMetl 2017 -Jan -07 07:12:39 ,:t=� wrightsoft Rig ht -Su ite®Universal201717.0.17 RSU18166 Page ACCk C:\Users\Diana\Desktop\2686 Newland St Dwg.rup Calc = MJ8 Building Front faces: W Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Mat] Trunk rb2 14x 27 831 706 67.0 0.066 665 14.0 1 Ox 18 ShMt rb3 12x 6 145 163 46.0 0.096 609 7.0 Ox 0 ShMt rb4 10x 4 83 91 0 0 0 0 Ox 0 ShMt 2017 -Jan -07 07:12:39 ,:t=� wrightsoft Rig ht -Su ite®Universal201717.0.17 RSU18166 Page ACCk C:\Users\Diana\Desktop\2686 Newland St Dwg.rup Calc = MJ8 Building Front faces: W Level 2 Job #: I Hardcastle Mechanical Design LLC Performed by David Hardcastle for: 2686 Newland 446 Elm ave Wheatridge, CO 80214 Brighton, Co 80601 Phone: 720 404 7425 davidhc002@gmaii.com Cfm Cfm Scale: 1 : 75 Page 1 Ri ght-Su ite@) Uni ve rsal 2017 17.0.17 RSU18166 2017 -Jan -07 07:13:02 ...\Desktop\2686 Newland St Dwg.rup Level 1 Job #: I Hardcastle Mechanical Design LLC Performed by David Hardcastle for: 2686 Newland 446 Elm ave Wheatridge, CO 80214 Brighton, Co 80601 Phone: 720 404 7425 davidhc002@gmail.com cfm cfm cfm 5 cfm cfm Scale: 1 : 75 Page 2 R ght-Suite@ U ni ve rsal 2017 17.0.17 RSU18166 2017 -Jan -07 07:13:02 ...\Desktop\2686 Newland St Dwg.rup Brad Umbarger From: Brad Umbarger Sent: Monday, November 21, 2016 7:38 AM To: payanvictor@aol.com' Cc: jrflesher@gmail.com' Subject: 2686 Newland St. Greetings, I have initially reviewed the documents submitted for plan review of the remodel project located at 2686 Newland St., Wheat Ridge, CO. In order to perform a full review of the project for permitting approval, we will need a complete set of construction drawings showing the existing conditions prior to construction and all new work including plumbing, mechanical, and electrical work. The drawings must be to scale, minimum 11" X 17" size, with a minimum of 2 copies per page drawing. Please submit the appropriate drawings so that we may begin a full review of the project. If you have any questions, please feel free to contact me. Thank you. Brad Umbarger Combination Inspector City of Wheat Ridge Ph: 303-235-2882 Jam$ WPM 8-i'!w e X86 Newland St Meat Ri�f,C,0 80214 PD . r— Deck ��4'3" 5,x 9' 47" Living Room 14'10"x 10'11" MOOWL #W9 NAA. 1 a)13/ryx 7a&MitQotcmoxY-\ 2'11" Room 9'3"x 2010' Center of Nome 14'6"x 149" STRtx7 ML VV %N HVAH20C 1'5A X7Y MI4A #b1P AreaVATrW lWIt Lower .iojSTISTbj f0 �fteath sink (JIJI �(PS ME yzYP•sT 7`y u"T of i 3'3:--,*,,-0).2xg110N6ic"W/ Stairs (2) 2x q t1L(AW OT (7V. Ca.31N) 5'6' 5TQ,VC.jW1L 1 2'l0` (2)17/q is qy jqjCj#UMI JA) Living Room 17'1"x 13'5" 14'9" 22'9' 2'i" 305x24 x Ye" Of" PLATE. Sf.T'oa SI1Q�I�fatD�`�3 ASD PJAC64- 3' ZX 8 laA►Q.l plSl3 Kitchen" 10' x 9`4" Dining Room** Tx 9'4" (02xq 14 norSTIvaiY rt 2x K TAMn Driveway Walk in Closet* Tl 1'x 117 $70 P Mud Room* r 4'4"x 8' ZX4 port WAIUAr- (rf. Q ¢A. s 1D£) 'Not replacing windows on Istfloor Sur "Opening up kitchen/dining room ""Opening up stairway 2' ' , AoIarl St ,teat Rid e, CO 80214 4''" Bed 2 14'9"x911" 4'11" Master Bed 4'11` 20'11"x 9' Closet 2'41 Closet 2'4"x 2'11' 2' x 5' Closet 4'10'x2'10" 30" vanity Master Bath 2'6" 9'4'x 9'1" Closet 2'x 3'3" Shower 3'x 4' Bath 5'x 9'1" 2'1 Tub .1 Stairstx x 2; x N OW fkA7 b �Orhfnme so/ ANAC"T 20 Fioett jvI57 f SvP) EDb£S Attic 1Tx229" Structural Header Beam#1 Design Calcs. November 16, 2016 Customer Name: Jacob 11OW F4£59M Customer Address: 2686 Newland Street Wheat Ridge, CO 80214 Project Description: New microllam LVL header beam for span separating kitchen and living room area (see plan drawing). Span length = 12'-0" and tributary width = 12'-6". Design Information: 2015 IRC, Wind Loading= 1 l OMPH for Exposure C Header Condition - Roof Load Only - Snow Area 115% Roof Load = 30LL + 15 DL = =: psf psf LengthSpan >� TributaryG Materials and Design Properties: Two 1-3/4"x 9-1/2" iLevel TrusJoist Microllam LVL's Allowable Bending Stress, Fb = psi Section Area, At = 33.25 in z Allowable Shear Stress, F,; = psi Section Modulus, Sk = 52.65 in� Allowable Deflection, SLL = LL/240 = 0.90 in Following info used to check Deflection, S Modulus of i t • Momentof - Actual Bendinjj Stress, f,,' Total Moment, MT = wL2/8 = ® lb -ft fb' = MT/SX = psi Actual Shear Stress, f Total Shear, VT = wL/2 = lbs fv' = VT/Ah = ,psi Actual Deflection, S 8 = 5wL4 / 384*E*Ia = in Structural Header Beam#2 Design Cales. November 16, 2016 Customer Name: Customer Address: Jacob IJMM Fa5;1VZ 2686 Newland Street Wheat Ridge, CO 80214 Project Description: New microllam LVL header beam for span separating main level living room and adjacent lower level living room area (see plan drawing). Span length = 8'-3" and tributary width = 9'-2". Design Information: 2015 IRC, Wind Loading= 1 l OMPH for Exposure C Header Condition - Roof Load Only - Snow Area 115% Roof Load = 3OLL + 15 DL = psf PJT R"I p s f Span Length�� Tributary Width,. , Materials and Design Properties: Two 1-3/4"x 7-1/2" iLevel TrusJoist Microllam LVL's Allowable Bending Stress, Fb = psi Allowable Shear Stress, F,; = " psi Allowable Deflection, 6LL = LL/240 = I 0.62 in Following info used to check Deflection, S Modulus of Elasticity, E = psi Moment of Inertia, IX = in`' Actual Bending Stress, f,,' Total Moment, MT = wL2/8 = lb -ft fb' = MT/Sx = psi Actual Shear Stress, L' Total Shear, VT = wL/2 = lbs fv' = VT/Ax = psi Actual Deflection, S 6 = 5wL4 / 384*E*Ix = ®in 1� 38405 �o "!"'. 010111 SS10NA� Section Area, AX = 26.25 in 2 Section Modulus, SY = 32.81 in 3 Structural Header Beam#3 Design Calcs. November 16, 2016 Customer Name: Customer Address: Jacob 400W R,9 S90 2686 Newland Street Wheat Ridge, CO 80214 Project Description: New microllam LVL header beam for span separating main level kitchen and adjacent lower level center room (see plan drawing). Span length = 8'-0" and tributary width = T-4". Design Information: 2015 IRC, Wind Loading= 1 l0MPH for Exposure C Header Condition - Floor Load Only - Snow Area 115% Floor Load = 40LL + 10 DL = psf x p s f Span Length = 1 =� Tributary Width t` Materials and Design Properties: one 1-3/4"x 7-1/2" iLevel TrusJoist Microllam LVL's Allowable Bending Stress, Fb = Allowable Shear Stress, FV _ Allowable Deflection, 8LL = LL/240 = Following info used to check Deflection, _S Modulus of Elasticity, E _ Moment of Inertia, I, _ Actual Bending Stress, f},' Total Moment, MT = wL2/8 = fb' = MT/SX = ® psi Actual Shear Stress, f„' Total Shear, VT = wL/2 = fV' = VT/A,{ _ Actual Deflection, S 5 = 5wL4 / 384*E*I.x _ psi psi Section Area, A, = 1.13 in 2 psi Section Modulus, Sx = 16.41 in in psi q m lb -ft lbs in City of Wheat Ridge Resid. Windows/Doors PERMIT - 201601787 PERMIT NO: 201601787 ISSUED: 11/10/2016 JOB ADDRESS: 2686 Newland ST EXPIRES: 11/10/2017 JOB DESCRIPTION: Replace 14 windows - like for like - u value .32 *** CONTACTS *** OWNER (719)271-0205 JACOB FLESHER GC (720)296-9438 Victor Payan 021437 Payan Construction *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: / SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,200.00 FEES Window Replacement 50.00 PAID Total Valuation 0.00 Use Tax 75.60 ** TOTAL ** 125.60 *** 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 hereb All that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, d all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of ie perty and am authorized to obtain this permit and perform the work described and approved in conjunction with this pe rR. I further to at I am legally authorized to include all entities named within this document as parties to the work to be perf�d and tha II w to be perfo is disclosed in this document and/or its' accompanying approved plans and specifications. //- IcO - Signature of O ER or CONTRACTOR (Circle one) Date I • This permit s 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 pen -nit 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 granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable co any ordina ce or regulation of this jurisdiction. Approval of work is subject to field inspection. ll / l 0[1(9 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimeC'ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City Of Wheat Ac COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its0ki.wheatridge.co.us FOR OFFICE USE ONLY Date: lI 1 IV/ 1,2 P/aNPermlt� � � �� 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: Property Owner (please print):-�.�(,OS ,AFL Phone: II q - 2-71-02,O._ Property Owner Email: Q Rfs11,6�A :�qoIWIZ, cc) A4 s Mailing Address::/ (if different than property address) Address: b 1 l� ( PO (A)k R I DCAgr ())Q, State, Zip: C D Arch itect/Engineer: Architect/Engineer E-mail: Contractor: 0 Phone: Contractors City Licei se #: 0 '-A I � 3 Phone: Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # d t C 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 ❑ COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Cara e, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (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.) / /� / J / - / G/ tel/ !(f✓�)`,/S " (-(<e i/',1)- " 3 Sq. Ft./LF 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 1 have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that 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 CIRCLE ONE. (WNER) \ c PRINT NAME: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: )R) (AUTHORIZED EP E 1/ SIGNATURE: DEPARTMENT USE ONLY PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required of (OWNER) (CONTRACTOR) DATE: //` r /&/ OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION: SPRINKLERED: OCCUPANT LOAD: a � Building Division Valuation: $ Sales Person: N Dealer Name: 176050 CEDAR RIDGE CUSTOMS INC Bill To: Ship To: Order Notes: Anthony Cuomo 719-248-0970 Customer Atkno-Med ement Quote Date 9128/2016 Due Ordered Quote Not Ordered Phone: (719) 229-1037 Fax: 719-593-0179 Delivery Notes: Quote Name: Project Name: 2686 newland st Cedar Ridge Customs UUUTE # RUSH STATUS. 1196055 No None Line Item # Qty Width x, Height UI" Description Net Price Extended 1 1 51.375" X 36.375" 89 $141.96 $141.96 A272-70 Series XO 51 318 x 36 3/8 Pricing Detail: Frame Width = 51.375, Frame Height = 36.375, Sash Split $42.00 1A - Base Prke = Even $21.00 to -Frame Extrusion Operation / Venting = XO Flush Fin $47.88 1 A - Giazing Frame Color = White $21.84 to - Glass Type p a Double Glaze, ClimaTech LIGHT, DS / DS $9.24 1A - Screen Option Rl1 b Lock Height = Standard Lock Height a Standard Screen Net Overall 1 Line Item Notes: 51.775 RO - 51.675 Comment /Room:': s None Assigned Line Item # Qly Width.; x, Height;, -1 :Ul ,,: , ,-Description--- , =,.Net Price• Extended 2 1 59"X 17.25" 77 $168.42 $168.42 A273-70 Series XOX 59 x 17 1/4 Pricing Detail: Frame Width = 59, Frame Height = 17.25, Sash Split = 114 $73.92 1A - Base Price -1/2-1/4 Operation I Venting = XOX $21.00 IA- Frame Extrusion Flush Fn $40.74 1A -Glazing Frame Color = White $18.48 1A - Glass Type ' — Double Glaze, ClimaTech LIGHT, DS / DS $14.28 1A - Screen Option = p b p Lock Height = Standard Lock Height g- Standard Screen Net Overall fiO Une Item Notes: Comment /, Room: None Assigned Page 1 Of 6 Scanned by CamScanner L QUOTLrt RUSH STATUS PO# 1196055 1 No None --1 Line Item # Qty Width x Height UI Description Net Price Extended 3 1 58.875" X 35.375" 95 $132.30 $132.30 f� Hq op f� sm +w.am Comment / Room: None Assigned A272-70 Series XO 58 7/8 x 35 3/8 Frame Width = 58.875, Frame Height - 35.375, Sash Split - Even Operation / Venting = XO Flush Fin Frame Color = White Double Glaze, ClimaTech LIGHT, DS / DS Lock Height = Standard Lock Height Standard Screen Net Overall Line Item Notes: Pricing Detail: $43.68 1A - Base Price $21.00 to - Frame E rtmion $40.74 to - Glazing $18.48 to - Glass Type $8.40 1A - Screen Option Line Item# Qty Width,,x...HeightUI . ; Description , > NetPrice Extended 4 1 32"X 38.125" 71 $155.82 $155.82 q ii • --- 32 - .--- RO - 32.6 --. Comment / Room:• . None Assigned A272-70 Series XO 32 x 381/8 Frame Width = 32, Frame Height - 38.125, Sash Split = Even Operation / Venting = XO Flush Fin Frame Color = White Double Glaze, ClimaTech LIGHT, Tempered, OBSCURE FULL, DS / DS Lock Height = Standard Lock Height Standard Screen Net Overall Line Item Notes: Pricing Detail: $46.20 1A - Base Price $21.00 1 A - Frame Extrusion $28.56 1A - Glazing $13.02 to - Glass Type $39.48 1 A - Tempered $7.56 1A - Screen Option Line Item # Qty Width= x . Height UI rice Extended, 5 1 33.75" X 23.625" 58 $118.2 $118.02 TT In NI �m b E1 ►---- 3375 h--- RO-J425 ---� Comment None Assigned Scanned by CarnScanner A272-70 Series XO 33 3/4 x 23 5/8 Frame Width = 33.75, Frame Height = 23.625, Sash Split = Even Operation / Venting = XO Flush Fin Frame Color = White Double Glaze, ClimaTech LIGHT, Tempered, OBSCURE FULL, DS / DS Lock Height = Standard Lock Height Standard Screen Net Overall Line Item Notes: Page 2 Of 6 Pricing Detail: $44.52 / A - Base Price $21.00 1 A - Frame Extrusion $16.38 lA - Glazing $7.56 1A - Glass Type $22.68 1A - Tempered $5.88 to - Screen Option QUOTE At RUSH S- 1196055 No :d Line Item # Qty Width x Height UI Description 6 1 35.875" X 38.25" 0 o-- 35.875 ---� RO - 36.376 --+ Comment / Room: None Assigned 75 A272-70 Series XO 35 7/8 Frame Width = 35.875, Fra = Even Operation / Venting = XO Flush Fin Frame Color = White Double Glaze, ClimaTech Lock Height = Standard Lo Standard Screen Net Overall Line Item Notes: Line Item # Qty Width. x:- Height. UI Description ,. 7 1 54.25" X 38.125" •—.-- 34.23 F-- -- RO - 34.76 — Comment/ Room:: None Assigned Scanned by CamScanner 94 A272-70 Series XO 54 1/e Frame Width = 54.25, Fra = Even Operation / Venting = XO Flush Fin Frame Color = White Double Glaze, ClimaTect Lock Height = Standard L Standard Screen Net Overall Line Item Notes: QUOTE # RUSH STATUS Kin 1196055 No None Line Item # Qty Width x Height UI Description Net Price Extended 9 1 36.125" X 38.5" 76 $130.20 $136,20 X125 - RO - 36.625 -+ Comment I Room: None Assigned A272-70 Series XO 36 1/8 x 38 1/2 Frame Width - 36.125, Frame Height = 38.5, Sash Spilt = Even Operation / Venting = XO Flush Fin Frame Color = White Double Glaze, CtimaTech LIGHT, DS / DS Lock Height = Standard Lock Height Standard Screen Net Overall Line Item Notes: Pricing Detail: $45.36 1A - base Price $21.00 1A - Frame Extuslon $39.22 1A - Gkmft $17.22 to - Gtass Type $11.40 to - Screen Option Line Item # Qty Width.,x jieight UI ._ Description • = i. Net Puce:. . txtenoeo 1 10 1 54.5` X 50.25' 106 $221.34 $221.34 $4,e no - ss Comment/ Room: None Assigned Scanned by CarnScanner A273-70 Series XOX 54 1/2 x 501/4 Frame Width - 54.5, Frame Height = 5025, Sash Split = 114-trz-1/4 Operation / Venting = XOX Flush Fin Frame Color = Whhe Double Glaze, CNmaTech LIGHT. DS / DS Lock Height = Standard Lack Height Standard Screen Net Overall Lina item Notes: Pricing Detail: $77.70 1A - Base Price $21.00 1A - Frame Extrusion $68.04 1A - Glazing $31.09 1A - Glass Type $23.52 1A - Screen Option Line Item # Qty Width x Height UI', . Description, Net Price Extended 12 1 54'X 38.25" 93 $141.96 $141.96 I� i� N RO-SIS Comment / Room:' None Assigned A272-70 Series XO 54 x 38 114 Frame Width = 54, Frame Height = 38.25, Sash Split = Even Operation I Venting = XO Flush Fin Frame Color = White Double Glaze, ClimaTech LIGHT, DS I DS Lock Height = Standard Lock Height Standard Screen Net Overall Line Item Notes: Pricing Detail: 542.1x1 1A- Base Price $21.00 1A - Frame Extrusion $47.88 1 A - Glazing $21.84 1A - Glass Type $9.24 1A- Screen Option Line Item # Qty Width, x ,Height UI, Description;c Net Price Extended 13 1 51.25" X 37" 89 $141.96 $141.96 Comment, / Roam; None Assigned A272-70 Series XO 51 114 x 37 Frame Width - 51.25, Frame Height = 37, Sash Split = Even Operation / Venting = XO Flush Fin Frame Color = White Double Glaze, CIImaTech LIGHT, DS I DS Lock Height = Standard Lock Height Standard Screen Net Overall Line Item Notes: Pricing Detail: $42.00 1 A - Base Price $21.00 1 A - Frame Extrusion $47.68 1 A - Glazing $21.84 1A - Glass Type $9.24 1A - Screen option Line Item•#.. '0ty. , Width:. x -Height ' :UL Description Net:Price ,: Extended 14 1 33.5" X 21.75" 56 $95.34 $95.34 it F[IT[ 1. ON ------------ ,1 . -�— Rp3.34 ---, corp�ment 1. Room: None Assigned Scanned by CamScanner A272-70 Series XO 33 112 x 21 314 Frame Width = 33.5, Frame Height = 21.75, Sash Split = Even Operation / Venting = XO Flush Fin Frame Color = White Double Glaze, CIImaTech LIGHT, DS 1 DS Lock Height = Standard Lock Height Standard Screen Net Overall Line ttern Notes: Page 5 Of 6 Pricing Detail: $44.52 1 A - Base Price $21.00 1A - Freme Extrusion $16.38 1A -Glazing $7.56 1 A - Glass Type $5.88 1A - Screen Option ATTENTION Please note that all weights provided are estimates and subject to change based on actual order shipment I have reviewed this order and certify that it is correct. I understand that this order is noncanceilable, nonrntuma and nonrefundable. Authorized Representative Page 6 Of 6 Scanned by CarnScanner Total Unit Carat 14 �TOTALWEIGHT SUBJOTAL r$2,o28, SALES TAX 1 $103.07 SALES TAX 2: $0.00 LABOR: SO.00 FFjE1GHT: 50.01 TOTAL' $2,132.6 14' CITY OF WHEAT RIDGE ' Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office * (303) 235-2857 Fax INSPECTION NOTICE 1 Inspection Type: P.Gn~• u.uo~Q62~rr v~ Job Address/Permit Number: ?dVZ Vfr,~/Fhv sr. v£rs,3Ges AI), ❑ No one available for inspection: Time 7.•ys AM/PM Re-Inspection required: Yes No 'When corrections have been made, call for re-inspection at 303-234-5933 Date: /?f Inspector: DO NOT REMOVE THIS NOTICE '~F. zj ' City of Wheat Ridge / Residential Plumbing PERMIT - 081360 PERMIT NO: 081360 JOB ADDRESS: 2686 NEWLAND ST DESCRIPTION: Emergency sewer repair ISSUED: 11/19/2008 EXPIRES: 05/18/2009 CONTACTS gc 303/696-9599 Steve Wakeham 01-9921 Pipeline Industries, Inc. PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 5,000.00 FEES Permit Fee 144.70 Total Valuation .00 Use Tax 90.00 L~EODD[ TOTAL 234.70 Comments: 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 applic4}e Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. Signature of contractdr~O&wner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem.. S Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6.. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is l,to field inspections. Signature of Chief BgPf ding Official date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION. THE FOLLOWING BUSINESS DAY. oFw"EgrR City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 v ~ ~ , m Office: 303-235-2855 ` Fax: 303-235-2857 c -o Inspection Line: 303-234-5933 OLORP~ Building Permit Application Date: Plan Permit © P 30 Property Address: ff4 / AAj/a4Ad ~n-- `9ZS Property Owner (please print): f ihya Phone;C103^23'9"5 Mailing Address: (if different than property address) Address: 0&96 1UVA))a4ACJ City State Zip w~nea~ J21c CO 80033 Contractor: Ro+l/lle /Aid T Contractor License Ph one: -103 -6 24 - c7 Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Construction Value: $ 60co DDeescription o-work: f tF teV cy 5.t;u~Py t fie. (as calculated per the Building Valuation Data sheet) C-P At ~ f f v `O V5< 1-0 i4A4I IIA W1.6 `ST Plan Review (due at time of submittal): $ 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 subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWN CONTRATOR PRINT NAME: A ICk &7nPaZPF SIGNATURE: Date: ZONING COMMENTS: Zoning: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS Reviewer.. - FIRE DEPARTMENT:: ❑ approved w/ comments ❑ disapproved ❑ no review required OCCUPANCY:- Bldg Valuation: $ . City of Wheat Ridge °1 Rao Residential Mechanic PERMIT - 071281 I PERMIT NO: 071281 ISSUED: 11J21/2007 JOB ADDRESS: 2686 NEWLPND ST . EXPIRES: 05/19/2008 DESCRIPTION: replace.furnace w/ 95% efficient 90K BTU ***CONTACTS gc 303/421-2161 01-7835 Blue Sky Plumbingowner 303/238-5295 Flora Thomas PARCEL INFO ZONECODE: UA USE: UA SUBDIVISiON: UA BLOCK/LOT#: 0/ FEE SUMMARY** ESTIMATED PROJECT VALUATION: 2,000.00 FEES Permit Fee 90.10 Total Valuation .00 Use Tax . 36.00 A n ~ **TOTAL 126.10 CommenCS: . . Subject to field inepection S hereby certify.that the setback dietancee propoaed by thie pemit application aze accurate, and do not violate applicable ordlnancea, rulea or regulatione of the City of Wheat Ridge or covenants, eaeemente or reetrictione.of recozd; that all meaeuremente ehown, and allegaCione made are accura e; that i have read and agree to abide by all conditione printed oa thie application and that~~~ ev ronaibili pliance with the Wheat Ridge euilding Code (I.H.C) and all other applicable Wheat R/'qeJOrox w rk thie pennit. Plane eubjeyct to field inepection. Signature of co actor/owner " date 1. Thie pexmi~wae ieeued in accordance with the provieiona set forth in your applicaiion and ie suEject to the laws of ehe State of Colorado and to [he Zoning Regulatione and Buildin9 Codee of Wheat Ridge,COlorado or any other applicable ' ordinancea of the City. 2. Thie pexmit ehall explze 180 daye from the ieeue date. Requeeta for an exteneion must be received prior to expiration date. An extenaion may be granted at the diacretion of Che Huilding Official. 3. If thia pemit expiYee, a new permit may be acquired for a fee of one-half the amount normally requized, provided no changes have been or will be made in the original plane and epecificatione and any euapension or abandonment haenot exceeded one (1) year.If changes have been or if euepeneion or abandonment exceede one (1) year, full feee ehall be paid for a new permi0. 4. No work of any manner ehall be done that will change the natural flow of water caueing a draina9e problem. 5. Con[ractor.shall notify theBUilding Inapector twenty-four (24) houre in advance for all inepectione and ehall receive writ[en approval on inepection cacd beEore proceeding with eucceeeive phasee of the job. 6. The ieeuance of a pemit or the approval of drawinga and apecificationa shall not be cons[rued to be a pemit for, nor an approval of, any violation of ~he proviaione of the building codea or any other ordinance, law, rule or regulation.. All plan.review ie eubjecC tc~,fie,inapectiona. Signature of Chief Building 7BY date INSPBC TION REQSJSST 3U3534-5933 BUILDING OFFICE: (303)235-2855 REQUESTS Mt7ST BE PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. PRESCRIPTIVE ENERtiY Replacern~011 noUerslfurnaces - Minimum of 8096 AFUE gqbrsliurnaces m new r,onstruttbn - Minimum of 90%AFUE Setback I np.mostat required (Ezcept for ►1Ydro^ic ►1MO. Gas Warai rieaters - Minlmum O( .60 Energy FaCtor Electnc vJorer Heaters - Minimum of.93 Energy FacW insuisti reqytrernents; a R-21 MIIs • R-38 Ceilinps 8 ft-19 Ctawl Spaces ■ R-19 Baeemeat wNb 11/21/2007 13:43 3034240495 BLUE SKY PLUMBING PAGE 01 f WHFAT COMMUNITY pE11ELOPMENT DEPARTMENT BUILDING INSPEC7'IGN 4NE - 808-234-5933 CITY OF WHEAT RIDGE " 7500 WEST 29TW AVENUE WWEAT RIOGE, CO 6D033 -(903-235 z065) AMVF7R .APPZ T'l Properts' txame` :L 60fo N¢~d "i PrvP" Address: ~lOYCI. I'YI,vYVLGL ~j Contrector Taceuse No.: I 3 5 ComPen3'-1BA1.l.2 Sv'j f p(u'YYl.A71lL OWN6¢1croNTRACTOR SIttNATURE OF UNDERSTAHDING MIO AGYte6119ENr i nereAY certify that me setbeck mstancas Ixopowd a/ Mis parrnrt aPWication me acCtltale, end do n0t vi0lete apppcaWE oldinences, rulEa or regulatipne pf the City ot Wheat Rldge or covanaMS, easemenfs or rastrkiiais of remrd; that an meaauremenfs showm, a(1tl alkgatlons made gre accufaOB; that I have rmd dnd a" to a6kle 6y ail oanddions prlnfed on th"s applleatlm and that I aseume fldl responslbpky far compllance Wlth ihe 4VhEdt Ritlge Bup(fing Cptle (I.B.C) and dl o[her app8Ca61e Wheat Rltlge OrcJIn9nCEg, forwork u1kEErtliia parmlt. Plans subjectto lkld inspeclbn. (OwNER)(conTwcrow sGND d'[I~LJAL1~6nrE P~ ~ZI o~ (owrvEa)(wNrnncroR):pRwrEO ~LCA pnrE 4se of Spaca (descriptlon): Description of work: Sq. Ft, dddEd COMIAEM3: APproval: 2onln8: 'COM0.AEM&: Appraval: JORKS COMMHVTS Appmvel: DEPARTMENT CDMMENTB; Appmval U3E ONLY 8UIdng Permit Number. Ue: PLAN # Phone: (a~pa~~s. ~_qS PLmne: ~ Valuatioo Figare: $__Zjj Q0I'I171t FCE:$ ReViEW FEf:$ I.TSC ms Tptal: $ q0, o00 tsTV( Sq.Ft.: Electdcal License No: Plumbing License No: Mechanical License No: Company: Gompany: Company: Expiration Date: Explrelon Dats: Expiration Dete: A roval: A roval: Approval: (1) Thie parmn was laeued m aamrciance wan the proYaions set farth In your appqcatlon arld W au6ject to tlie lawe of the b'toe of Colorado and to the Zaning R9gulatlons antl Building Cotles oFlNheat RWpe, Colaado ol~ any olher epplkaDle ordlnancas of ihe Ciry. (2) , Thle permlt shall exqre tao days from Mie issue date. Requesfs far an. aMer~slon musE 0 Rcelved . p~tlea expirw d1911ges h . ratlon tlate. q^ bxteneion may ba grantca at u~e d~ion or are eundmq omc~l. I (3) i*thiapwmnexpires,anewpermttmaypaacqulredturateeofine-helrtneamauM~rmdlyrequlred, ave baenarwiAbsmadeinthearlqlmlplanesndepmlRwtlerieandanysuepenstoneratnndohmeirthasnote+maeeW one(1)ymr. H ch8lIQEB hBVe 6BBn Of 14 9lq{10nsioil 0r dbOtldGnrtlen( gxceBde mQ (7) yomr, fUn feB6 8h8]~ be paW fOf 9noW parmk. (4) No work of 911y menner shBll d0 tlDna that wlll d7enge M1e rretural fleW Of waEar CausMg g btainage problem. (s) ConNactorshallnoN(yMaBU9dnglnapectortwxdy-kur(24)houreinadvancaforallinspa'ctlanaendahaUrecelv¢vadtenappoval an Inspectlon card helae Proceadln9 wIN auccessNa phases at Me job. (6) Tlie Issuanea of a pertnR a Mia apprawi vf drawings dnd apedftRtipie ehnll r1W be ca to he a pamVtfOY, naranaPPrwalof, any vidatlon ot MB provfslons of the buildtrg coBes oP any oMer orr3nanca, 16W,,ule or rEglalatlon. All pWn 1'eWew is subJeet to f1eH inspections. Chief Building Official ~.~•~Q. j., ~n~n pc~eS-- QS o?o Ur_ . ~ ~ v m \ ~ 7 N ~ m ~ , ~ ~ 0 ~ O 7 N _ d A a ~ 7 3 01 N = 0 1 ~ ~ a m ~ 0 d w 0 w W A tn ~ W W .T7 m ~ ~ ~ m .n-. O 7 CD a C (D a ~ m N ~j ❑ Z 0 0 ~ N N < N SD a m O ~ ~ N -o N 2- O ~ ~ m k ~ ~ C- 0 6 a a (D N N 9 (D y ~ 3 (D z o C 3 3 -a s-< (D. A ~C v~ . Z ~ O m n ~ O Z z O n m n O 3 ~ C z W ~ 0 ~ N m ~oo) < N`~•M c~»cN,,~:O 0~3 m (Dw~z w~~ p °w N ~ ITI w~3D Na°3 T~ O Z X <D ~ ~ w~ O 3 m N 7 W n A p W n W O 7 N 3 SU < m 07 m rn ~ ~ v a m Cf N ~ o ~ ~ ~ C- 0 Q D a a (D N N u ~ "S 0 rol. ~ ~ rI r~~ ~ N 'a ~D ~ w ~ 0 w N w ~ N ~ N N r+ n m ~ 7 Z --I m ~ rn r ~ ~ N C>~ N vm z N -i 0 0 ~ rn ~ . Building Permit CTTY OF WHEAT RIDGE 7500 West 29TH Avenue Wheatridge, CO 80033 303-235-2855 Permit Number 19666 1/12/2006 Inspection Line 303-234-5933 cuotvmealraage 0 Residential Roofing PROPERTY 2686 Newland St Unit: owNEx: Russell Thomas (303) 238-5925 Description Tear off 2 layers of asphalt to deck, tear off 7 sq. shake & redeck, install I layer of O.C. Supreme 3-tab shingles. Double felt low slope. (2/12 - 4/12 pitch) rCONTRACTORS _._S_ _ ~ZY'I._~ZS• 33 ~ Documents firm the manufart+{^r" -halt be onsite for,finui rnqf znspectior,r hw?i specify roofing maFeri?zjs have been instailed to meet 110 MPH three-second wind gu.ct---IRC Uuits: Occupancy: Walls: RooL• Stories: Sq Feet 1 hereby cutlfy Nat tbe rztbvck Abtmm propoud by 01a permtl appllestlon an sttuntq antl ao not vlohte applimbk oNinmas, ru4a or repulatloos of the City of Wh<tl Ridee or <avenmb, nummu or rotdedov of rceoN; th-t tll menunmeou ihown, mE tlleqrtbne made an -aunn; that I Mve rcatl a00 qra mablde by .11 mnditlom prin[ed on th6 Bpplktlio q~ a tM1al Iauums PoII mpomlbNry for wmptlmee witM1 ~M1e Wheat RIJCe BoiMInC C^de (I..B.C.) mJ a0 oNer apptlcaEk Wheat RitlG<ordi ce~, for worY u e tle permit ' (OWIVER)I O CTO - _ . +IGNED AiE 1 Thir pvmit was l ued In accordmtt with the provblow xt forth lo your appliotlon md le rvbjeM lo Me lawe otehe Sbh of Cobndo mE to the Zooioe Regulatlons mJ Bulldine Code of Whe.[ Wtlea Coloratlo or my o1M1er appliaabk oNinmce o( Ne Ciry. 3 Every permll Lvrved flull berome IovWd unlan IL<work an Ihe sIh aufhorlud Dy mch parmlt le eammeottd witM1in 180 tlays afler Ib luvuia, or If the work authorlud on the elte by iuch permit baoapmJetl or abanaonsd (ar . perbd of 180 drys ofte+Me time of work b mmmen<M. 3 If [hla pemit esptra•' ^ew permi[ mry be scqulred for a f« of oochdf Ne amount normiM rc9uhie4, Vr°AdM no chmea have bao or wiY be maEe in [he oAeiml plam antl specl0ootlom ood any auspenebo or ibantlonment has not exceedeA one (q ye.r. If eAaoees arc maae or ifampwton or abandonment eacam, ane (1) yeoq full feu sha0 be pdd for a new, permlt. d NoworYofaoymmnaWll6etlooethatwNChmte[hennmnltlowofwatercausinC+dninaQeproElem. 5 Cantranonholl noHfy the BuOdine lmpttlor Menq-four (24) houn in aJVmce for Jl lmpeatlom .nd ahJl receive wdnm approvd an InpecHOn sourd b<fore proarding xith mceuJve phuo of theJob. 6 Ths hwance of It or tAe oyk_,"L~f dnwing. ana npeMOnllom eMM m[ be mmwN ro be a permit for, mr mxpproval of, any Wobtbn af ehe nwvBlonsef~Wl47Wine cYWu"or aoY atM1Sr`orEleY~cF I+w, rv4 or re¢ubtbn. Thursday, 7anuary 12, 2006 Page l of I DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUII,DING INSPECTION LI1VE - 303-234-5933 Date: CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE R- (p 0 1 7 WHEAT RIDGE, CO 80215 - (303-235-2855) C~C Cft P00 ,y ' 4~PH ~5,y?~pA 7~; i'~4~id d N4 V Property Owner. (/S,ScCC /~ioA?9-S Property Address: C,2_68'G Phone :3/r3o`= ~yv?~ Contractor License No.: 17a0 62, ^ Company: STAML Q~aiz•vqS.v~: i7a+'.f%W Sf Phonez::L89- .315-00 O WNER/CONTRACTOR SIGNATURE OF UIYDERSTANDING AND AGREEMENT I hereby ccrtify that thc setback distances proposed 6y,this petmit application aze accuratq md do not violate applicable ordi¢ances, mles or regulalions of the CiTy of Wheat Ridge or covenants, easements or restrictions of record; that al1 measurements show¢, md allegarions made azc accurate; thaz I have read md agrce [o abide by aIl conditions printed on this application md that I assume fult msponsibiliry for compliance with the Whea[ Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under/this pcrtnit. (OWNER)(CONTRACTOR): SIGNEDi _ya we DATE k//2 40 Construction V'alue ~a~9G4 Permit Fee: ~ Plan Review Fee: Use Tax: TOt31: Description: T=A'o` 2- -tD olCG/k~-r 7 5^9 sAr.~e a- ReaOr~ ~ r,vst-1N~ DoAte iFu--f" BUILDING DEPARTMENT USE ZONING COMMENTS: Approval: Zoning: BUILOING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: SIC: Sq.Ft.: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval (1) Ilils peimit wu issued in accorda¢ce with the provisions set folrh m your applicatlon md is su6ject to the laws ot the State of Colorado md ro the Zowng Aegutatlons and Building Codes of Wheat Ridgq Colorada or any other applicabk ordina¢ces afihe Ciry. (2} ;:.is pe[m:: shaL' :x"ei° tf (A) tho work autlmrized rs eo[ .ommenced,,ithia sixry (60) days from issue dace or (B) ;ha bu:iding authorird is suspenCed cr abandaned for a period of 120 days. (3) Ifllris pe=mit expires, a new pe:mitmay he acauired for a fee of one-halfffie amounenoemally required, pmvidedao changes have 6eea or wiL be made in the ortginal plans md specificalions md any snspension or abandavme¢thas vot exceeded one (I) year. If changes have been or if snspe¢sion or abandonment :xceeds one (1) yeaz, full fees shall be paidfor anew pertnit (4) No work of any maoner shall 6e done that will change the nanual flow of wa[er causmg a draioage pro6lem. (5) Conhactorshall¢OtifytheBuild'.eglnsnecmrtweuty-fow'(24)hoursi¢advancefocallinspectionsaadsuallmceivewrittenappzovalo¢iasoecROncazdbefore proceedingwiffimccasivephazesotthejob. - (6) The issuance o{ a permit ot!he approvaL cf drawings md so<cificafions shall na[ be cousttued to be a pami[ for, oor an aoproval of, any •no'talioo of th e provisions of [he bwlding codes or any oUmr ordinaoce,!aw, rule or mgidafioa. Chief Building Tnspector