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HomeMy WebLinkAbout3475 Otis StreetFrom: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Sewer or Water Line Repair Permit Application Date: Wednesday, September 22, 20213:47:57 PM Sewer or Water Line Repair Permit Application This application is exclusively for SEWER OR WATER LINE REPAIR - IN YARD Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Right of Way permits must be applied for with the Public Works Department. Is this application for Yes sewer line or water line repair - in yard only? PROPERTY INFORMATION Is this Residential or Residential Commercial? Property Address 3475 Otis St Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Mary Nicholas r`z�axr�:xrc� Property Owner Email Field not completed. Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTRACTOR INFORMATION Contractor Business Afford -A -Rooter Name Contractor's License 130129 Number (This is a 5 or has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Robin Fulton Permit Email not displaying correctly? View it in your browser. 6 digit number for the City of Wheat Ridge) Contractor Phone 720-296-7972 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email affordarooter99@gmail.com Address Retype Contractor affordarooter99@gmail.com Email Address DESCRIPTION OF WORK Is this a sewer line or sewer Line water line repair? Length of repair 10 feet Location of repair front yard (backyard, frontyard, etc) Provide additional na details including installation of clean- o uts. Project Value (contract 1500 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 ®®� ® CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: D Job Address: 7-5' Permit Number: ? P9 eO ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector DO NOT REMOVE THIS NOTICE ♦ ® CITY OF WHEAT RIDGE Building Inspection Division f (303) 235-2855 Office INSPECTION NOTICE Inspection Type: L) J" i Job Address: -6` 42 Permit Number: ^tom 1-7 moi_ ❑ No one available for inspection: Time '71 AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online, Date: Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: if�_ 1� Job Address:.;` Permit Number: 3 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: ;1 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: C �F ')e__1_ Job Address: '3 J 7,5- 01 �S _S f Permit Number: Z_0? 0 0 Z 36 --5- ❑ No one available for inspection: Time AM%PM Re -Inspection required:, 'Yes No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE � ► � i City of Wheat Ridge Residential Addition PERMIT - 202002365 PERMIT NO: 202002365 ISSUED: 01/13/2021 JOB ADDRESS: 3475 Otis St EXPIRES: 01/13/2022 JOB DESCRIPTION: Residential addition of bedroom and bathroom on south east corner of residence. Sq ft : 512 *** CONTACTS *** OWNER (303)237-2243 WHEAT RIDGE HOUSING AUTHORITY SUB (303)887-4502 SHANVE MCKAY 202208 DUTCHMAN REMODELING INC SUB (720)364-8490 SANTOS F. MORALES 110147 MOR PLUMBING LLC SUB (303)513-2633 JEREMIAH C WARDRIP 202214 PLAINS 2 PEAKS SUB (303)886-3475 THAYNE AND KAYLENE DAVIS 202219 GTD ELECTRIC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 70,000.00 FEES Total Valuation 0.00 Plan Review Fee 578.86 Use Tax 11470.00 Permit Fee 890.55 * * TOTAL * * 21939.41 *** 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. 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 ( 2 5 ' ) 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. NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. 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 (1000) of the front yard shall be landscaped. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Addition PERMIT - 202002365 202002365 ISSUED: 01/13/2021 3475 Otis St EXPIRES: 01/13/2022 Residential addition of bedroom and bathroom on south east corner of residence. Sq ft : 512 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 01/13/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dina Kemp From: no-reply@ci.wheatridge.co. us Sent: Sunday, November 15, 2020 8:43 AM To: CommDev Permits Subject: Online Form Submittal: Addition to Existing Building Categories: Plan Review Needed, Dina 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 sub. SANITATION67.pdf Submission to Sanitation Department Upload Proof of proofof submissin signed Waste water07O. pdf Submission to Water Department PROPERTY INFORMATION Property Address 3475 Otis St. Wheat Ridge, CO Property Owner Name REBECCA ROMERO Property Owner Phone 720-254-6302 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email violetcrowcr8s@yahoo.com Address Attach City of Wheat ELECTRONIC PAYMENT FORM060.pdf Ridge Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD* APPLICANT INFORMATION Applicant Name Dutchman Remodeling Inc./ Shane McKay 1 What is your role in the project? Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contact Phone Number (enter WITH dashes, eg 303-123-4567) Contact Email Address for Plan Review Comments Retype Contact Email Address DESCRIPTION OF WORK Detailed Scope of Work - Provide use of addition (i.e. master bedroom with master bathroom); Indicate mechanical, electrical, plumbing scopes Location of Work Square Footage of Addition General Contractor 303-887-4502 sshane.mckay@me.com sshane.mckay@me.com We are applying to build approx. 512 sq ft. bedroom with bathroom addition. To be built SE corner of Home �5V Upload Soils Report if 20-167 Soils Report 3475 Otis St Report - Stamped.pdf Addition is over 500 sq ft. Asbestos Report Field not completed. Engineering Letters, 3475 Otic St ManJS 100620.pdf Energy Calcs and Other Letter Size Attachments Construction Plans StrucPlans 3475OtisSt 08-28-2020.pdf scanned on 11"x17" or larger Provide Passcode for Field not completed. Plans if locked N Project Value (contract 70,000 $70,000 Valuation value or cost of ALL Is OK. materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Permit I attest that everything stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Shane McKay Yes Email not displaying correctly? View it in your browser. 3 " r City of J�iO'Wh6atl),Iidge 0 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 wiH not be accepted or processed. Date: -'1 Project Address: 7 5 C7.r 1 5 S -t W INea �- R -k cI y t 900 3 3 Name of Firm/Individual submitting documents: X1 J7 4v►1ckY% 12-e-wLtx'}F�- Project Type/Description: 1 i C;- (�-cI1 v 9•' �5� 0. z Q ci C�<: -cl f e TO aLJ ��i�V1 (�► 1 1Q�C �/L �r��.�rj�r 2.yc)wA Signature of Firm Representative orindividual:- DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I 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. (Please check one) o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water 6 Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Agency Notes: Applicant must meet District Rules and requirements including those identified in the attached letter. Signature:Date: 11/09/20 (Agency Representative) * District Consulting Engineer ./�AMAULT MARTIN/MARTIN 00000"CONSULTING SU LTING ENGINEERS October 21, 2020 Shane McKay Dutchman Remodeling Inc. 303-887-4502 Email: sshanemckay@aol.com Re: Wheat Ridge Sanitation District -3475 Otis St Martin/Martin, Inc Project No.: 17.0633 Dear Mr. McKay, On behalf of the Wheat Ridge Sanitation District (WRSD/E1CSD), Martin/Martin Inc., acting as the District's Consulting Engineer, offers the following in response to the site plan received October 21, 2020, concerning a proposed addition consisting of a living space, bedroom, and bathroom along with a remolded of the garage into an art studio 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 south to north, east of the referenced property within Otis Street. It appears the property will continue to be serviced by the existing gravity flow service line; 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. The studio addition is not allowed to be an ADU and is understood to be a part of the existing single-family residence. If it is found that the residence is being used for rental or ADU, an additional tap fee and individual sanitary service will be required. MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTINMARTIN.COM Wheat Ridge Sanitation District -3475 Otis St October 21, 2020 NAMPIPEZ 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 fees are due prior to connection. Verification of water meter sizing for all units/buildings will be required. If fees are determined to be required, these fee amounts can be paid directly to the District Office prior to construction, 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 .JIf ` t;,ily of .Ir 0 0TY cW Wer RIDGE B[qI DM AND INSp'E(Tto, SQt��c�.� Ix�'rsa� 75U. W 29th Ave Wheat Ridge, Co WW3-8001 p 303.235.2ni. f. 3M.247.89:9 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 CheckJW for the project type and be attached to the Building PemA Application at the time of submission. AppMcatlons prewrrb0 for submission Miriout a ootit♦hrind Proof of Submission form horn a requked agency wit tttroR be accdppsd or processed. Date: 'J - J 2 i L Project Address: 3 q 7) OT 15 r VU % C., t c Name of FimYlndividual suhtt' iNQ documents t " k r• I ck ► ti n Project Type/Description : I -j- 1 �. t , f e,t s�� -A o► Gt�+ Q '14 e t4: c + V,t� i o d 2 ca re,,Ick Signature of Firm Representative orkWividual: l DO NOT TMIs PQ=-!�>AWNCY USE ONLY am a duly authonzed representative of the agency irKWAted beibw and do, by my sigrWAUM below. s•Ckno v"e receipt of documents necessary for review and approval of the project indicated above. tP$"w cho(* w») Wheat Ridge Ws1e►0fttr1ct o Wheat Ridge Sanitation District o Consolidated Mutual Water District o Clear Creek Sanitation District c Valley Water District o FruAdale Sanitation District o Denver Water o Westridge Sanitation Dtstnct o Other ;J'i- nv rt�Jace 100 U J �r ��.��a�_J r L ��, n 'ems � 4 4� City of `7Vheat jdge COMMUNrry DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: (i 7 S wA �a Z�, C� I l C 0 1 General Contractor: ti' f-cr<r '�ILr c' r H --DCompany Name: / Contact Phone #t:>(-'C.-'�=' SLl 7� Wheat Ridge Contractor License #: State License #t: Master License #: L06 -?L) L- � L �f \G,o CL- ' �C — o , C Printed' Name of Authorized Agent turf of Authorized Agent (required field) oq - /Li- zU Date ►l� City Of "� Wh6atP4 dw m �ge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Plumbing Subcontractor This form must be completed &, signed by the PLUMBING SUBCONTRACTOR performing plumbing work- on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 3 �� % 5� DT � 5 S ,— 1.4JA f a t /c?, -d J r C Vic, C� General Contractor: c cL ►-, t, m p r i e �� : �� . ► � : • r 1 . � , � `T•Yi►CI�IT►i-�L•T:�' I:�I Il [17� Company Name: Q�'1 P1.j),U,6 tyr. ln/Qantact Phone fit: Wheat Ridge Contractor License: �� i (required held) State License: M. aster License fit: Printed Name of Authorized Agent 2/1 40 -- SI re- of A t Agent Date A City of `Wheat *dd COMMUNITY DEVELAPMENgeT SUBCONTRACTOR AUTHORIZATION FORM Mechanics! Subcontractor This form must he compicted & vgned by the MECHANICAL SUBCONTRACTOR 10 performing hwhanical wort: on stte- Subcrntrwtnr's imsurance and license must be up u> date ptux to permit cuuanec. Project Adtlretr: 317Z r--7-/_5 -5� Gentr,l Corttrsetor i FORM WILL. NOT RF ACCEPTED WITH MISSING ; INF )R`IATION S S/3�G Company N,tne: P14. (-,�,L� PMont,et Phate •:Ia g Wheat Ridge Ceetmio- Ll ,ow t ;re�dred lkid; WAOi Printed Nare of Artltortaed t Agent Date � City Of " Wheat'kjw**Ca� ge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be complcted & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: �3 7.S C,,1)7'1 S 5-/ l�► u General Contractor: L, f -C' «r c' r/ e Company n Name Contact Phone #: Wheat Ridge Contractor License #: </ r, State License Master License #: LOOL) Z, J s V16 Printed' Name of Authorized Agent turf of Authorized Agent (required field) 09 - /z--/ -- Z Date CUSHMAN GEQSCIENCE LLC Geotechnical Evaluation and Foundation Recommendations 3475 Otis Street Wheat Ridge, Colorado 80033 Project Number 20-167 November 2, 2020 Prepared For Dutchman Remodeling 8565 East 28th Avenue Denver, Colorado 80238 '.6 4, City of W heat Ruddge COMMUNI"7Y DEVELOPMENT APPROVED Reviewed for Code Compliance Randy Slusser 11/24/2020 Plans Examiner Date Vioditr of eermit The isxww c/o pemw or wAmmaa of orns spec4koMW and canpurotaru shop rat be a permit fa, ar an opproral oJ, ony waronon b any of rhe prowslons of rhe building code or of oW Chy ardira ws. Permits presuming to gror out" to woloie or motel the pwsvons of the suflaf v Mos or oMn orowwoes o/ tin Chy shoo oat be wted, Cushman Geoscience LLC 747 Sheridan Blvd, Unit 4D, Lakewood, Colorado 80214 720-502-6123 Reports@CushGeo.com Geotechnical Engineering Report Project No.: 20-167 11-2-20 CONTENTS Tables Table 1: Subsurface Conditions Summary....................................................................................................2 Table 2: Laboratory Test Results Summary.................................................................................................. 3 Table 3: Summary of Risk Categories............................................................................................................ 3 Attachments Figures Appendix A Appendix B Cushman Geoscience LLC 747 Sheridan Blvd, Unit 4D, Lakewood, Colorado 80214 City of Wheat Ridge Building Division Geotechnical Engineering Report Project No.: 20-167 11-2-20 Page 1 As requested, Cushman Geoscience LLC (CG) has prepared geotechnical engineering recommendations for the proposed structure(s) planned for the subject site. Scope of Work The scope included site observations, performing a hand boring to 6 feet below grade, obtaining soil samples, and subjecting the samples to various laboratory tests as outlined herein and providing geotechnical recommendations for the proposed construction. The recommendations presented herein are based on the subsurface conditions observed during sampling and the laboratory testing results. Additional subsurface exploration and/or laboratory testing may result in recommendations that may differ to some degree than those presented herein. There is no guarantee or warranty as to the uniformity of subsurface materials and conditions at the subject site. An additional discussion of the limitations of geotechnical engineering is included in Appendix A. Existing Construction and Site Conditions The site is currently occupied by a single family residential structure which is one story over a crawlspace. According to Jefferson County records the existing structure was built in 1950. CG observed a shallow foundation for the existing structure. At the time of the evaluation the lot was vegetated with a good cover of irrigated grass, trees, and bushes. The ground surface slopes gently to the east in the area. A site plan is presented in Figure 1.0. Surficial Geology on the site is mapped as Eolian (windblown) Sand of Holocene Pleistocene age according to Lindvall, R.M, 1979, Geologic map of the Arvada quadrangle, Adams, Denver, and Jefferson Counties, Colorado: U.S. Geological Survey, Geologic Quadrangle Map GQ -1453. Bedrock below the upper soil appears to be Denver and Arapahoe Formations of Paleocene and Upper Cretaceous age. The site is mapped as underlain by soil and bedrock with a generally low swell potential in Potentially Swelling Soil and Rock in the Front Range Urban Corridor, Colorado, by Stephen S. Hart, Environmental Geology 7 by the Colorado Geological Survey, 1974. Portions of the geologic and swell risk maps are shown in Figures 1.1 and 1.2. Proposed Construction A lateral, one-story addition over a crawlspace is proposed for the existing structure. The structure will have steel reinforced concrete foundations and will be built with wood and/or steel framing and possible veneer materials. Structural loading will be relatively light consistent with the proposed construction, on the order of 300 to 3,000 pounds per linear foot. Site grading will be minimal. If the proposed construction varies significantly from that described above or herein, CG should be notified to re-evaluate the recommendations provided in this report, as necessary. City of Cushman Geoscience LLC 747 Sheridan Blvd, Unit 4D, Lakewood, Colorado 80214 Wheat Ridge Building Division Geotechnical Engineering Report Project No.: 20-167 11-2-20 Page 2 Subsurface Evaluation The geotechnical evaluation of the site consisted of observing the structure and the subsurface conditions in hand boring (HB -1) in the area of the proposed addition on October 13, 2020. Samples were obtained using hand sampling methods at about 3 feet and 5 feet below grade at the approximate location shown in Figure 1.0 Subsurface Conditions Subsurface conditions encountered in the hand boring, HB -1, are summarized in Error! Reference source not found. (below). Note: all measurements are approximate based on tools and methods used in the field. Table 1: Subsurface Conditions Summary Boring No. Depth (feet) Soil Description HB -1 0-2.5 Sand, silty, slightly clayey, dry, brown, roots HB -1 2.5-4.5 Clay, very sandy to sand, very clayey, silty, moist, orange, brown HB -1 4.5-5 Sand, silty, clayey, moist, light brown Bedrock was not encountered. Groundwater was not encountered in the hand boring and is not expected within the zone of influence of the foundations. It is possible for groundwater levels to fluctuate seasonally and from year to year. It is also possible for groundwater to flow in fractures in the soil or bedrock that may not be represented in the hand boring or for "perched" groundwater conditions to form on clay layers or bedrock surfaces after construction. Laboratory Test Results Samples obtained during the geotechnical evaluation program were returned to our laboratory where the soil descriptions and field notes were reviewed by a senior geotechnical engineer or senior engineering geologist. The samples were then tested in the laboratory for moisture content, dry density, amount of material passing No. 200 sieve, and swell potential. Results of the laboratory tests are presented in Table 2 (below), and Figure 2.0. City of Cushman Geoscience LLC 747 Sheridan Blvd, Unit 4D, Lakewood, Colorado 80214 Wheat Ridge Building Division Geotechnical Engineering Report Project No.: 20-167 11-2-20 Page 3 Table 2: Laboratory Test Results Summary Discussion of Expansive Soils The amount of volume change that results when a sample of soil or bedrock is inundated with water under a constant pressure is measured in the Denver swell -consolidation test as the swell/expansion or consolidation potential. The swell pressure is the amount of pressure that is then required to compress the sample back to the volume before inundation. The geotechnical engineering practice in the Colorado Front Range area uses a relative classification to evaluate the expansion potential of soil and bedrock. The expansion potential is categorized as low, moderate, high, or very high based on the swell potential. The following table presents the relative classifications. Additional information regarding risk is presented in Appendix A. Table 3: Summary of Risk Categories Slab Performance Risk Category Representative Percent Swell (500 psf Surcharge) Representative Percent Swell (1000 psf Surcharge) Dry Material Swell Swell 3 to < 5 Sample Depth Moisture Density Passing No. 200 Potential Pressure Swell No. (feet) Content (%) (pcf) Sieve (%) N (psf) Risk HB -1 3 14.5 108 50 -0.3 N/A N/A HB -1 5 7.7 101 15 - Discussion of Expansive Soils The amount of volume change that results when a sample of soil or bedrock is inundated with water under a constant pressure is measured in the Denver swell -consolidation test as the swell/expansion or consolidation potential. The swell pressure is the amount of pressure that is then required to compress the sample back to the volume before inundation. The geotechnical engineering practice in the Colorado Front Range area uses a relative classification to evaluate the expansion potential of soil and bedrock. The expansion potential is categorized as low, moderate, high, or very high based on the swell potential. The following table presents the relative classifications. Additional information regarding risk is presented in Appendix A. Table 3: Summary of Risk Categories Slab Performance Risk Category Representative Percent Swell (500 psf Surcharge) Representative Percent Swell (1000 psf Surcharge) Low Oto<3 0to<2 Moderate 3 to < 5 2 to < 4 High 5to<8 4to<6 Very High 8 or greater 6 or greater Source: Colorado Association of Geotechnical Engineers, 1996. Note: The representative percent swell values presented are not necessarily measured values. Rather, they are a judgment of the swell of the soil and bedrock profile likely to influence slab performance. Site Preparation Prior to site grading, areas to be graded should be stripped of surface vegetation, topsoil, debris and other deleterious material. Stripped materials should be wasted off site in accordance with applicable regulations. However, non -hazardous stripped soil with vegetation can be used as shallow fill in non- structural, landscaped areas of the site. All manmade fill, or demolition debris should be removed from below the planned foundations and floor slabs and replaced with properly compacted structural fill. Structural Fill Material: Imported structural fill material should be non -expansive at the recommended placement moisture content and density, classify as a coarse-grained material (sand or gravel) by the City of Cushman Geoscience LLC 747 Sheridan Blvd, Unit 4D, Lakewood, Colorado 80214 Wheat Ridge Building Division Geotechnical Engineering Report Project No.: 20-167 11-2-20 Page 4 Unified Soil Classification System (USCS), and have a liquid limit less than 40 and a plasticity index less than 20. Frozen material, ice, snow, cobbles and boulders larger than 3 inches, debris and other deleterious material should be excluded from fill materials. CG should be contacted to test and evaluate whether proposed on-site or imported materials are suitable structural fill. Suitable imported structural materials would be: CDOT Class 5 or 6 road base, CDOT Class 1 Structure Backfill, or a manufactured 'crusher fines' material. Imported materials should be approved by the Geotechnical Engineer. Fill Placement: Structural fill should be placed in lifts 8 inches or less in loose thickness, moisture conditioned and compacted to 95 percent or more of the standard Proctor Maximum Dry Density (MDD). Fill which classifies as silt, sand or gravel by the USCS should be moisture conditioned to within 2 percentage points of Optimum Moisture Content (OMC), and fill which classifies as clay by the USCS should be moisture conditioned to within OMC to 4 percentage points above OMC. Fill in non-structural areas should be compacted to at least 90 percent of the MDD. Site Excavation The soils classify as Type B soils per the OSHA Excavation Guide. All excavation slopes are to be laid back at a maximum 45 -degree angle (1:1 Horizontal to Vertical). The excavations should be performed under the supervision of the contractors 'Competent Person' per the OSHA Excavation Guide. The slopes may require to be further laid back if seepage or instability is observed in the foundation excavations. The contractor should manage construction traffic and the placement of excavation spoils to maintain excavation slope stability. If site constraints prevent appropriate excavation sloping, the foundation excavation can be shored using drilled concrete piers. Our office can prepare an excavation shoring design for this project if required. Foundation Recommendations A spread footing foundation supported on native soils or properly compacted structural fill is recommended to support the proposed structure. The existing foundation was observed to be a shallow foundation. Matching existing and new/addition foundation types is recommended. The new foundations should be designed based on a maximum allowable soil bearing pressure of: • 1,500 pounds per square foot (psf) at the crawlspace elevation. Additional spread footing foundation design and construction considerations: 1. Total movement is estimated to be 1 inch or less, and differential movements are expected to be to % of the total movements. 2. Spread footings should have a minimum width of 16 inches for continuous footings placed on material as described above, and 24 inches for isolated pads. City of Cushman Geoscience LLC 747 Sheridan Blvd, Unit 4D, Lakewood, Colorado 80214 Wheat Ridge Building Division Geotechnical Engineering Report Project No.: 20-167 11-2-20 Page 5 3. Footing should have a minimum embedment (soil cover) of 1 foot for bearing capacity considerations. 4. Footings placed beneath unheated areas should have at least 36 inches of covering soils to protect from frost. This depth should be verified with the local building department. 5. Lateral resistance to the spread footings is based on both friction between the footing and its subsoil and passive earth pressures of the soils on the side of the footing. An ultimate coefficient of friction of 0.40, and a passive pressure based on an equivalent fluid weight of 240 pcf for the onsite soils is recommended. 6. The foundation system should be reinforced to span an unsupported length of 10 feet. 7. Some areas of soft and/or loose soils may be encountered in the foundation excavations. Soft or disturbed soils observed in the foundation excavation should be compacted in place or removed and replaced with structural fill, as noted above in Site Preparation. 8. A representative of our office must observe the foundation excavations prior to foundation construction and/or fill placement. 9. The foundation excavation should be protected from runoff, and multiple wetting and drying cycles. Runoff into the foundation excavation should be avoided. 10. Type II cement should be used in all concrete on this site. Foundation Walls Foundation walls which are laterally supported and expected to undergo a minimal amount of movement should be designed with a lateral "at -rest' earth pressure of 50 pcf if the onsite soils are used as backfill. Topsoil should not be used as backfill. The earth pressure can be reduced to 35 pcf for "active" conditions where significant wall deflection can occur, such as at site retaining walls. A passive pressure based on an equivalent fluid weight of 240 pcf for is recommended. These pressures assume drained conditions behind the foundation walls. The buildup of water behind a foundation wall will increase the lateral pressures on the wall. All foundation walls should be designed for appropriate hydrostatic and surcharge pressures such as: adjacent buildings, traffic, construction materials and equipment. Foundation Wall Backfill Placement: In landscape areas, foundation wall backfill should be compacted to at least 90% percent of the standard proctor maximum dry density (ASTM D 698) near the optimum moisture content (OMC). In areas of external and interior flatwork (i.e. sidewalks, driveways, garage slabs), foundation wall backfill should be compacted to at least 95% percent of the standard proctor maximum dry density (ASTM D 698) at or slightly above the optimum moisture content. City of Wheat Ridge Cushman Geoscience LLC 747 Sheridan Blvd, Unit 4D, Lakewood, Colorado 80214 Building Division Geotechnical Engineering Report Project No.: 20-167 11-2-20 Page 6 Floor Slabs (If Applicable) Because a hand boring was performed on this site, the potential floor slab movement with a typical 20 - foot depth of wetting cannot be quantitatively determined. Based on our evaluation, the risk of slab heave at the ground surface appears to be low in the addition area. Past performance of existing slabs on grade should be considered when evaluating the risk of slab on grade performance for this site. Structural floors over a crawlspace or a structural slab over a minimum 12 -inch void space should be used if this potential movement is not acceptable to the owner or builder. Slab Design: To reduce the effects of differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints that allow for unrestrained vertical movement. Partitions should not be designed or constructed to bear on slabs supported on grade. A 3 -inch void should be established below or above partitions during construction and monitored and maintained by the owner after construction. The void space can be covered with a molding strip that is not attached to the partition. Joint spacing should be determined based on floor thickness, nominal aggregate size, slump, and be consistent with the recognized guidelines such as the Portland Cement Association and the American Concrete Institute. ACI recommends that control joints be spaced no more than 3 feet per inch of slab thickness (12 feet for a 4 -inch thick slab). Control joints should also be established 3 feet from foundation walls. Control joints should be continuous across slabs sections. Concrete slabs should be properly cured using curing compound or water. Cracks and movement of the slabs supported on grade can be transmitted through rigid floor coverings. Performance expectations should be taken into consideration in the selection of floor slab coverings. Floor Slab Subgrade: Some areas of soft and/or loose soils may be encountered in the floor slab areas. Some subgrade improvement of these materials may be required at the time of excavation as directed by the engineer. Soft or disturbed soils observed in the excavation should be compacted on grade or removed and replaced with structural fill. Any fill placed below structural areas should consist of granular, non - expansive soil compacted to at least 95% of the standard Proctor maximum dry density (ASTM D 698) near the optimum moisture content. Plastic Moisture BarrierorGrave/Layer: Unless the soil is well drained, it is recommended that basement slabs, and slabs -on -grade in finished or usable living space, be protected from moisture with a vapor barrier and 4 -inch gravel layer. The soils on this site are not well drained. Applicable building codes may require these items. Interior Plumbing: All plumbing lines should be tested for leaks. Where plumbing lines enter through the slab, positive breaks should be provided. Connections to mechanical equipment should be flexible. Radon Radon may be a potential concern in Colorado. If a crawlspace is constructed it should be well ventilated. If a gravel layer is placed beneath the floor slab it can be incorporated into a radon abatement system if this becomes necessary in the future. The local building department should be contacted for more City of Cushman Geoscience LLC 747 Sheridan Blvd, Unit 4D, Lakewood, Colorado 80214 Wheat Ridge Building Division Geotechnical Engineering Report Project No.: 20-167 11-2-20 Page 7 information regarding radon issues in this area. Radon Prevention methods should conform to EPA Radon Mitigation Standards: EPA 402-R-93-078, October 1993 and revised April 1994. Radon levels in the existing structure should also be considered when evaluating the need for a radon mitigation system for the new structure. Mold Mold can develop in crawlspaces that become damp under certain conditions. If a crawlspace is constructed, it should be well ventilated. A vapor barrier should be placed on exposed soil to help control indoor moisture levels and should be sealed at the edges and seams. A professional hygienist should be contacted to address any potential mold concerns and mitigation methods. Refer toA Brief Guide to Mold, Moisture and Your Home for additional information: EPA 402-K-02-003, dated September2010, for more information. Crawlspace Recommendations A health and safety professional with experience in the design of crawlspaces can be consulted to provide recommendations to reduce moisture infiltration into crawlspaces. Such recommendations may include lining the crawlspace with polyethylene plastic that is sealed and mechanically attached to the foundation. Plastic should not be attached to the foundation within 6 inches of untreated wood members of the framing or flooring. Also, plastic should not be attached to metal framing members such as column posts but can be attached to concrete foundations supporting column posts. Subsurface Drainage (if Applicable) It is recommended that below grade, finished or usable living space be protected from surface water infiltration with a perimeter drain system. The drainage system can be either an interior or exterior type. Details of typical drainage systems are presented in Appendix B. CG understands such space is not planned. Surface Drainage The following drainage precautions should be observed and maintained at all times during and after construction: 1. Excessive wetting of the foundation excavation and sub -floor soils should be avoided. 2. Exterior backfill should be placed as recommended herein. 3. The ground should be sloped away from the building. A minimum slope 10% in the first 5 to 10 feet in landscaped areas and 3% in paved areas is recommended. City of Cushman Geoscience LLC 747 Sheridan Blvd, Unit 4D, Lakewood, Colorado 80214 Wheat Ridge Building Division Geotechnical Engineering Report Project No.: 20-167 11-2-20 Page 8 4. If a 10 foot zone is not possible, then a well-defined swale should be created a minimum of 5 feet from the foundation and sloped parallel with the wall with a minimum slope of 1 percent to intercept the surface water and transport it around and away from the structure. 5. Homeowners must maintain the surface grading and drainage recommended in this report to help prevent water from being directed toward and/or ponding near the foundations. Failure to maintain positive surface drainage away from the structure may result in localized differential vertical movement of foundations and slabs. 6. Roof downspouts should discharge well beyond foundation wall backfill zones. 7. Plastic membranes should not be placed adjacent to the foundation walls. A pervious textile should be used to control weed growth. 8. Any settling of foundation or foundation wall backfill should be re -graded to maintain the slopes noted above. Exterior Flatwork The subgrade soils should be scarified and compacted to at least 95% of the standard Proctor maximum dry density near the optimum moisture content in areas of driveway pavement or approach apron for a garage, if constructed. Proof -rolling of these areas is recommended. Soft and deflecting areas should be removed and replaced with properly compacted fill. Limitations and Exclusions This study has been conducted in accordance with generally accepted geotechnical engineering practices using the degree of care and skill ordinarily exercised by members of the same profession currently practicing under the same or similar circumstances in this area, and for use by the client for design purposes at the named site. CG makes no warranties, expressed or implied. The conclusions and recommendations presented in this report are based on the data obtained from the subsurface evaluation and the proposed construction. An additional discussion of the limitations of geotechnical engineering practices is presented in Appendix A. An environmental assessment (ESA Phase I or 11) of the site is outside our scope of work for this project. This report should also not be considered as an indication of the absence of or as an evaluation of any potential environmental, geologic or mining hazards for the subject site. If during construction, fill, soil or water conditions appear to be different than that presented in this report, CG should be contacted to reevaluate the recommendations presented herein as necessary. A representative of our office must observe foundation excavations, pier installation, backfill operations, and foundation bearing strata, as applicable, in order to confirm the recommendations of this report. If you have any questions regarding this report, please contact our office. City of Cushman Geoscience LLC 747 Sheridan Blvd, Unit 4D, Lakewood, Colorado 80214 Wheat Ridge Building Division Cushman Geoscience LLC Prepared by: Joshua T. Clyne, E.I. Geotechnical Engineer Geotechnical Engineering Report Project No.: 20-167 11-2-20 Page 9 Reviewed by: Charlotte Van Voast, P.E. Project Engineer Attachments — Figures 1.0 through 2.0 Appendix A— Important Information about This Report Appendix B - Foundation Drain Details ,lO+te Digitally signed by Charlotte Van Voast VoastDate: 2020.11.02 15:48:36 -05'00' Distribution: Digitally Stamped PDF via email to addressee, printed copies mailed upon request References Foundations and Earth Structures, Naval Facilities Engineering Command Design Manuals 7.01 and 7.02, 09-01-1986 Guideline for Slab Performance Risk Evaluation and Residential Basement Floor System Recommendations, Colorado Association of Geotechnical Engineers, 1996. City of Cushman Geoscience LLC 747 Sheridan Blvd, Unit 4D, Lakewood, Colorado 80214 Wheat Ridge Building Division NOTES. 1) Notto Scale 2) ® Indicates l ocati on of exploratory test boring. City of heat Ridge Building Division ME t E' eOrd And writ • :a by 1 10, TIS: IA 16 qor Cls ` I ^KUa ... 1l y 2 and J a T<� dx to rnvcr „•no clap op 44i I�ff `w jt 114 TK,li r i � 3. r.lav 1. Tirjn 14 xnn-.snnn - ? coil 39 sand and. gfavel TKch, 4 JI € ri Qes EOLIAN SAND (HOLOCENE AND PLEISTOCENE)—Light brown fine sand, sandy silt, and clay. In some localities may contain large amounts of clay and silty day. Crossbedded in some places, but generally structureless. Generally less than 10 feet (3 m) thick, but locally may oe as much as 30 feet (9 m) thick OSITE LOCATION SOURCE: Lindvall, R.M, 1979, Geologic map of the Arvada quadrangle. Adams. Denver. and Jefferson Counties, Colorado: U.S. Geological Survey, Geologic Quadrangle Map GQ - 1453 GEOSCIENCE City of Wheat Ridge Building Division V of Wheat Ridge Building Division 6.0 5.0 4.0 3.0 2.0 0 1.0 0.0 E > -1.0 0 -2.0 CL E -3.0 Cn -4.0 -5.0 -6.0 -7.0 -8.0 100 Vertical Pressure 10000 (PSF) Sample Description: Clay, very sand Boring No. 1-113-1 Moisture Content % 14.5 Depth ft3 Dry Density c 108 Swell % -0.3 Swell Pressure s N/A CUSHMAN GEOSCIENCE 3475 Otis Street, Wheat Ridge, CO Project No. 20-167 SWELL -CONSOLIDATION TEST IFigure No. 2.0 ' V of Wheat Ridge Building Division Appendix A Important Information about this Report The data collected by Cushman Geoscience LLC (CG) during this geotechnical exploration was used to provide geotechnical information and recommendations based on subsurface conditions for the site evaluated, the potential effects of those conditions on the proposed structure, and recommended foundation type for the proposed structure. The stratification lines shown on the boring log(s) are approximate and actual transitions between materials may be more gradual or more rapid than indicated on the boring log(s). Actual subsurface conditions encountered during construction may differ from the subsurface conditions presented herein. This uncertainty can not be eliminated due the variable nature of geologic conditions. Material characteristics and engineering properties of soil and bedrock may vary between samples and between borings. The actual material characteristics and engineering properties of the soil or bedrock may differ from interpretations based on sampled soil and bedrock. Quantitative conclusions prior to construction regarding the geotechnical performance of a structure are not possible due to the potential variability of subsurface conditions. Engineering judgment and experience are used to evaluate the most likely geotechnical performance of the structure and provide geotechnical recommendations for the structure. There are no guaranties or warranties implied or expressed. The owner and client must understand that uncertainties are associated with geotechnical engineering and must determine the level of risk they are willing to accept for the proposed construction. The level of risk can be reduced, but not eliminated by more extensive exploration and sampling of the site and additional laboratory testing, which would cost more money and take more time. To reduce the level of uncertainty, the report should only be used by the referenced client for the referenced project and the construction described in the report unless authorized in writing by CG. CG should be consulted to review changes to the proposed construction such as the nature, size, configuration, orientation, location or weight of proposed improvements. Additionally, the practice of geotechnical engineering is continually developing knowledge and experience, and it must be understood that recommendations are based on the state of the practice at the location and time the report was prepared. The report should not be used more than three years after issuance unless reviewed and revised if needed by CG. The geotechnical engineering practice in the Colorado Front Range area uses a relative classification to evaluate the expansive potential of soils and bedrock. The expansive potential is categorized as low, medium, high or very high based on the swell potential. The following table presents the relative classifications. Table No. 1 - Risk Categories Slab Performance Risk Category Representative Percent Swell (500 psf Surcharge) Representative Percent Swell (1000 psf Surcharge) Low 0 to< 3 0 to< 2 Moderate 3 to < 5 2 to < 4 High 5 to < 8 4 to < 6 Very High 8 or greater 6 or greater Source: Colorado Association of Geotechnical Engineers, "Guideline for Slab Performance Risk Evaluation and Residential Basement Floor System Recommendations (Denver Metropolitan Area), December 1996 The slab performance generally associated with the slab performance risk categories are as follows: City of Wheat Ridge Building Division Appendix A Important Information about this Report Page 2 Low slab cracking, differential movement and heave Moderate slab cracking, differential movement and heave, partial framing void and furnace plenum closure High to Very High large slab cracking, differential movement and heave, closed framing void and furnace plenum Note: More or less damage can occur in any risk category due to the variable nature of soil and bedrock. It is important to note that measured swell or expansion is not the only criteria used in developing foundation and floor recommendations. Other factors considered in the development of foundation and floor recommendations are: a. Soil and bedrock variability, b. Stratigraphy, c. Groundwater depth during field activities and potential groundwater depth after construction, d. Surface water features and site drainage, e. Post construction landscaping and irrigation conditions, I. Construction details and proposed use, and g. Local experience. Landscaping of the site following construction and owner maintenance will greatly affect the performance of structures on sites with expansive soil or bedrock. Typically, moisture contents of subsurface soils and bedrock increase after construction due to surface irrigation and the cut off of evaporation that occurs when a slab or building is constructed. Poor owner maintenance, such as ground surfaces sloping towards foundations or slabs and irrigated landscaping adjacent to buildings, will increase the potential for slab and foundation movement by increasing the potential for moisture content changes in the subsurface soils. The property owner or buyer, and anyone he or she plans to sell the house to, must understand the risks associated with construction in areas with expansive soils and must assume the responsibility for maintenance of the structure and the site. The owner and prospective purchasers should review "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners," a special publication (SP43) of the Colorado Geological Survey, which helps homebuyers and homeowner understand and take measures to reduce the potential for damage due to expansive soils. City of Wheat Ridge Building Division APPENDIX B FOUNDATION DRAIN DETAILS City of Wheat Ridge Building Division T.O. B.O. 1' EXTERIOR WALL (DESIGN BY OTHERS) FLOOR FRAMING (DESIGN BY OTHERS) RE: GEOTECH REPORT FOR EXCAVATION AND BACKFILL RECOMMENDATIONS DAMPPROOF (OR WATERPROOF AS REQ -D) EXTERIOR SURFACE OF WALL FROM TOP OF FOOTING TO ABOVE GROUND LEVEL, PREPARE WALL SURFACE (I.E. PATCH HOLES AND REMOVE FORM TIES) AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS LINE TRENCH WITH MIN. 10 MIL PLASTIC SHEETING, MECHANICALLY ATTACH SHEETING TO FOUNDATION WALL PER MANUFACTURER'S RECOMMENDATIONS COVER/WRAP GRAVEL W/ NON -WOVEN GEOTEXTILE FABRIC 4"0 PERFORATED, SCHEDULE 40, PIPE TRENCH SHOULD BE A MIN. 12" WIDE W/ MIN. 6" GRAVEL ABOVE PIPE AND MIN. 2" BELOW PIPE, FILL TRENCH WITH CLEAN GRAVEL W/ 100% PASSING 112" SIEVE 10% OR LESS PASSING THE NO. 4 SIEVE, & 3% OR LESS PASSING THE NO. 200 SIEVE BASE OF TRENCH TO BE 12" BELOW TOP OF SLAB AT HIGH POINT AND SLOPE MIN. 8'/FOOT TO A SUMP PIT OR OUTFALL DO NOT DIG TRENCH BELOW AN IMAGINARY PLANE EXTENDING FROM THE BOTTOM OF THE FOOTING AT A 450 ANGLE FROM VERTICAL MIN. 10 SLOPE IN LANDSCAPED AREAS MIN. 3% SLOPE IN PAVED ARES aQ ° 4 a REINFORCED CONCRETE FOUNDATION WALL (DESIGN BY OTHERS), SEE GEOTECH REPORT FOR DESIGN CRITERIA STRUCTURAL FLOOR (DESIGN BY OTHERS) RE: GEOTECH REPORT FOR BASEMENT FLOOR TYPE RECOMMENDATIONS (LE. STRUCTURAL FLOOR OR SLAB ON GRADE) A DRAIN DETAIL F 1/2" = 1'-0" 1' MIN. B DRAIN DIMENSIONS SLAB ON GRADE (DESIGN BY OTHERS), W/ VAPOR BARRIER (PER CODE) RE: GEOTECH REPORT FOR FOR SUB -SLAB DRAINAGE RECOMMENDATIONS (IF REQ'D) MIN. 4" OF GRAVEL OR CRUSHED STONE CONTAINING NOT MORE THAN 10% PASSING A NO. 4 SIEVE, PER CODE REINFORCED CONCRETE SPREAD FOOTING (DESIGN BY OTHERS), SEE GEOTECH REPORT FOR DESIGN CRITERIA NATIVE SOIL OR PROPERLY COMPACTED STRUCTURAL FILL, RE: GEOTECH REPORT FOR ADDITIONAL INFORMATION AND SPECIFICATIONS City of Wheat Ridge Building Division CUSHMAN GECISCIENCE EXTERIOR DRAIN - FOOTING FOUNDATION FIGURE NO. 4.0-F LLC EXTERIOR WALL (DESIGN BY OTHERS) FLOOR FRAMING (DESIGN BY OTHERS) AS MIN .M N 3% SLE IN LANDSCAPED EAS OP N PAVED AREA RE: GEOTECH REPORT FOR EXCAVATION AND BACKFILL RECOMMENDATIONS DAMPPROOF (OR WATERPROOF AS REQ -D) EXTERIOR SURFACE OF WALL FROM TOP OF FOOTING TO ABOVE GROUND LEVEL, PREPARE WALL SURFACE (I.E. PATCH HOLES AND REMOVE FORM TIES) AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS REINFORCED CONCRETE SPREAD FOOTING (DESIGN BY OTHERS), SEE GEOTECH REPORT FOR DESIGN CRITERIA NATIVE SOIL OR PROPERLY COMPACTED STRUCTURAL FILL, RE: GEOTECH REPORT FOR ADDITIONAL INFORMATION AND SPECIFICATIONS DO NOT DIG TRENCH BELOW AN IMAGINARY PLANE EXTENDING FROM THE BOTTOM OF THE FOOTING AT A 450 ANGLE FROM VERTICAL A DRAIN DETAIL 4.1-F 1/2" = 1'-0" B DRAIN DIMENSIONS 4.1-F 3/4" = 1'-0" B TO :NCH IN. REINFORCED CONCRETE FOUNDATION WALL (DESIGN BY OTHERS), SEE GEOTECH REPORT FOR DESIGN CRITERIA STRUCTURAL FLOOR (DESIGN BY OTHERS) RE: GEOTECH REPORT FOR BASEMENT FLOOR TYPE RECOMMENDATIONS (I.E. STRUCTURAL FLOOR OR SLAB ON GRADE) SLAB ON GRADE (DESIGN BY OTHERS), W/ VAPOR BARRIER (PER CODE) MIN. 4" OF GRAVEL OR CRUSHED STONE CONTAINING NOT MORE THAN 10% PASSING A NO. 4 SIEVE, PER CODE RE: GEOTECH REPORT FOR FOR SUB -SLAB DRAINAGE RECOMMENDATIONS (IF REQ'D) 4"0 PERFORATED, SCHEDULE 40, PIPE TRENCH SHOULD BE A MIN. 12" WIDE W/ MIN. 6" GRAVEL ABOVE PIPE AND MIN. 2" BELOW PIPE, FILL TRENCH WITH CLEAN GRAVEL W/ 100% PASSING 112' SIEVE, 10% OR LESS PASSING THE NO. 4 SIEVE, & 3% OR LESS PASSING THE NO. 200 SIEVE WRAP GRAVEL W/ NON -WOVEN GEOTEXTILE FABRIC BASE OF TRENCH TO BE 12" BELOW TOP OF SLAB AT HIGH POINT AND SLOPE MIN. 8'/FOOT TO A SUMP PIT OR OUTFALL City of Wheat Ridge Building Division CUSHMAN GEOSCIENCE INTERIOR DRAIN - FOOTING FOUNDATION FIGURE NO. 4.1-F LLC i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 7 -7/-/�S = � Permit Number: C'e6 .7 Z-- ❑ No one available for inspection: Time . AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: :` Inspector: DO NOT REMOVE THIS NOTICE RESIDENTIAL Address: 3475 Otis Street Permit- Plan Review Worksheet Zoning: R-2 Rev. 09/2017 Lot Size: 10,500 (site plan) sq. ft. Lot Width: 75' (site plan) ft. Property in the flood plain? No If yes, notify PW Floodplain Administrator and add surveying condition FLD Subdivision: Pierce Street Related Cases: Any conflict? (Y/N) Type of project (applicable survey conditions in parenthesis): Maximum Lot Coverage: 2 Existing Improvements (footprints): House: 1116 sq. ft. Shed: 248.88 sq. ft. Detached garage: sq ft. Other: sq. ft. Total Existing 1,364.88 sq. ft Lot Coverage 13 % E N Required Setbacks: FR 25' S 5' Provided Setbacks: FR 38.5' S 9' % 4,200 sq. ft. Proposed Improvements (footprints): House/addition: 1,638 sq. ft. Shed: 248.88 sq. ft Detached Garage: sq. ft. Other: sq. ft. Proposed+Existing 1,886.88 Lot Coverage 18 S W S 5' R 10' S 19' R -39' sq. ft S+S must equal at least 15' For additions or new construction, is the structure within 2 feet of minimum setbacks? No If yes, add surveying condition FND. Maximum Height: 35 ft. Maximum Size: sq. ft. Proposed Height: -13' (tallest) ft. Proposed Size: sq. ft. Does the bulk plane apply? (Y/N) No If yes, does it meet on all sides (Y/N): FR S S R (See 26-642 and 26-120.C.1 -applies to all single-family structures (new, addition, accessory) in R-1 C and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? No If yes, have parkland dedication fees already been paid (eg with a previous land use approval)? If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG. Rev. 09/2017 Streetscape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots ❑ New development ❑ Additions that increase gross floor area (not just the footprint) by 60% or more (proposed floor area 1,638 _ existing floor area 1116 ) /existing floor area 1116 – 46.77 % increase If any box above is checked... For SF/DUPLEX-Is there existing ❑ Curb ❑ Gutter L]5 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. Access Conditions (apply to all new driveways, garages, additions, or new homes/units) ® For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. ❑ In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. El For all uses, one access point per property is permitted. Landscaping Conditions (apply to additions and new dwelling units) ® For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Frontage of lot 75 width of driveway /70— (round up for required trees) Street trees required: 1 Street trees provided: t] 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. ® In the event that landscaping cannot be installed due to inclement weather prior to the issuance of a C.O., an escrow agreement with financial guarantees may be allowed to ensure future installation. 125% of the cost of the proposed improvements will be required with the agreement. These funds will be reimbursed back to the property owner or contractor once the improvements are in place. Dwelling Unit U Not approved as an independent dwelling unit. Addition 792 19291 6873 500 500 Other equip loads 295 77 Equip. @ 1.00 RSM 6949 Latent cooling 0 V I/LJ 104 IJOOU U040 ODU ODU City of Wheat Ridge Soldlitalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Building Division wWyhtsoft- Right -Suite® Universal 2019 19.0.20 RSU20525 ...s St_ ManJS_100620\3475 Otis St_ManJS_100620.rup Calc = MJ8 Front Door faces: E 2020 -Oct -06 10:42:22 Page 2 Building Analysis SCO tee. Addition seem, limemal Job 3476 Unit hei Del 0006,2020 Btu Morelli For Shane McKay Dutchman PerriInc Btu h % of load Walls 3475Otis St Meat Ridge, C0 4211 217 G as no 23 1 Phone 303087 4502 15 5 Email shanemckay@aol cam Ceilings 1 1 837 120 1111NEPTIMITillorliffn ". Location: Indoor: Heating Cooling Denver CO US Indoor temperature I'D 70 75 Elevation: 1316 n 1 1 Design TE) I'D n 20 Latitude : 40°N Ventilation Relative humidity y% 30 50 Outdoor: Heating Cooling Moisture tliRerenm tob) 39.0 -425 DrybulbIT) -1 95 Infiltration: Dallddpttrange °P - 27 (H ) MerM1otl Simplified nib ]6 quality Wnd speed(mph) ]5 Firepplaceson Overage Component an UP Btu h % of load Walls 4 1 4211 217 G as no 23 1 3036 15 5 Ceilings 1 1 837 120 Ventilation 77 1 1 Internal gains 1860 268 Ventilation 295 1 5 Adjustments 0 Total 19586 loon Component got Btu h % of load G as no 15 6 2047 29 5 Ceilings 1 1 837 120 Ventilation 77 1 1 Internal gains 1860 268 Adjustments 0 Total 6949 loon Latent Cooling Load -0 DW h Overall U value -0071 Brit -°F Data entries checked new do ne Gj Must an al of Wheat Ridge ennmoa Division H eanrem core 104222 .ccw sa Mery 1O—no� eervse rup roto=MB rmm Faeroese. e a,aa Job 3476 Ol SCO"I I Component Constructions Iname, 0006,2020 °y MissourinJ5100 Addition For Shane McKay Dutchman Remodeling Inc 3475 Otis St Meat Ridge, C080033 Phone. 3036874502 Email shanemckay@a"I c"m r Location: Indoor: Heating Cooling Denver Co, US Indoor temperature I'D 70 75 Elevation: 7316 ft Design roI'D n 20 Latae: 40°N Relative humidity (S.) 30 50 Outdoor: Heating Cooling Moisture difference gr/Ib) 39.0 -425 Diablo IT) -➢ 95 Infiltration: Dallyange I'D - 27 (H) Method Simplified Edetbulb I'D 59 ConDrudion quality Average Wind speed (mph) 7 5 7 5 Fireplaces 0 Construction descriptions or NONE " 'lm_r Iols lull r lull It., Walls DISS11 Rm,zI,,:,DlA succeeded 20 .... no 1A deform n 260 0059 200 454 1183 1 36 354 board int red 2 DO soon Um 16 so add a 69 0059 200 454 312 1 36 93 1 490 0059 200 454 2227 1 36 667 as 117 0059 200 454 529 1 36 158 111 935 0059 200 454 4251 1 36 1272 Panitions (none) Wntlows d n 26 0300 0 231 601 937 244 (SHco-o30) m%blmaras medium 50% outdoor livectscreen ; / ft, 22 0300 0 231 501 276 598 head of 1 32 0300 0 231 739 145 465 as 14 0300 0 231 323 276 387 all 94 0300 0 231 2164 181 1693 n 3° °3°° ° zi) °n 53/ 354 (SHcoo30)m%Minds as medium; m% outdoor lvect screen °s ry heed of Doom 11 DO Door ed so type a 20 0390 0 300 601 109 219 CeilingsDtal Pro spend deaden shingles met mat r 49 car ins ge gypsurn 792 0021 490 1 58 1251 1 06 837 board int red nae Balser , heavy dryorh9m damp per Gravel hid 34 1180 0 90 3112 0 0 shorten 22BlOvpem Balser heavy dry or light damp soil Gravel UO 81 0388 100 113 2364 0 0 edge ins hid ed Ir fri am Of 1i Q diff eirliff DA 06 mm2 �0looamn060 6m.1.6ae) Universa 9 19 0 20 RSU20525 G 10- ennalneo�lfn Use 100620 me 10 M0 rmm2eern� _ _ is a 3476 SCO"I I AED Assessment °mare, 0006,2020 Y µrke[� nJ5100 Atltlifion wnw®ate Maximum hourly glazing load exceeds average by 20.06. House has adequate exposure diversity (AED), based on AED limit of 306. AED excursion: 0 Btuh Or of "" ""bear'".aye 6" Wheat Ridge -FIR Wrightsecal .k�b..-- I "<ram °m.e...o -Me .A.,"oo.n� e '�BPAP°a age For Shane McKay Dutchman Remodeling Inc 3475 Oris St Meat Ridge, C080033 Phone. 3036874502 Email shanemckay@a"I c"m r Location: Indoor: Heating Cooling Denver Co, US Indoor temperature I'D 70 75 Elevation: 1316 n Design ro I'D n 20 Latitude : 40°N Relative humidity (S.) 30 50 Outdoor: Heating Cooling Moisture difference gr/Ib) 39.0 -425 DrybulbIT) -1 95 Infiltration: Dailyange I'D - n (D ) vwmum(°q 59 Wnd speed (mph) 75 75 wnw®ate Maximum hourly glazing load exceeds average by 20.06. House has adequate exposure diversity (AED), based on AED limit of 306. AED excursion: 0 Btuh Or of "" ""bear'".aye 6" Wheat Ridge -FIR Wrightsecal .k�b..-- I "<ram °m.e...o -Me .A.,"oo.n� e '�BPAP°a age q Manual S Compliance Report put, 3476 SCO"I I Inage, 0006,2020 mmi Addition B. Mear .r..n Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH P Manuhtlu rer: GREE Electric AD ph Model MULTI36HP23OVlAO+CAS12HP23OVl CO(Two) Actual airflow: 500 dm For Shane McKay Dutchman Remodeling Inc 294%olload Latent capacity : 3600 Btu 0% of load Total capacity : 24000 Btu 3475Otis St Meat Ridge, C080033 Design Conditions Phone. 3038874502 Heat loss 19586 Btu Entering coil BE 693°F Indoor design BE 70o°F Email shanemckay@aol cam Design Conditions Outdoor design BE 95.0°F Sensible gain: 6949 Btu Entering coil BE 752°F Outdoo r desyq n WE 59.4°F Latent gain: 0 Btu Entering coil WB. 613°F Indoor design BE 750°F Total gain 6949 Btu InitaarPIT 50% Esti mate it a lutow: 500 dm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH P Manuhtlu rer: GREE Electric AD ph Model MULTI36HP23OVlAO+CAS12HP23OVl CO(Two) Actual airflow: 500 dm Sensible capacity : 20400 Btu 294%olload Latent capacity : 3600 Btu 0% of load Total capacity : 24000 Btu 345% of load SHR 85% Design Conditions Outdoor design BE 7O -F Heat loss 19586 Btu Entering coil BE 693°F Indoor design BE 70o°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH P Manufacturer: GREE Electric AD ph Model MULTI36HP23OVlAO+CAS12HP23OVl CO(Two) Actual airflow: 500 dm Output capacity : 26000 Btu 133%olload Capacity balance -18 °F Supplemental heat required 0 Btu Econ omit balance: 99 °F Meetsall requirements of ACCA Manual A cil a Filif negrearesionea 11 Rem -softer Univers' 10 -us .inchDoomrez e 2020 -oow'e'Yo]Z.n ��` A& _ _ essmni ioomnxp o - BulltlQ69Af✓Islon Main Level Job #: 3475 Otis St_ManJS_100620 Performed by Mark Scott for: Shane McKay 3475 Otis St Wheat Ridge, CO 80033 Phone: 303-887-4502 sshanemckay@aol.com City of Wheat Ridge Building Division Scale: 1 : 104 Page 1 RightSuiteO Universal 2019 19.0.20 RSU20525 2020 -Oct -06 10:43:14 ...20\3475 Otis St ManJS 100620. Right.q Worksheet Job 3476 Ord, St_WOODS_1oo620 SCOL Addition Ead, 0006,2020 Er. Ml al N Calculations a oomved by P Coro meet all req uirements of Manua l J 8th Ed WheatRidge Afto0een<�c- n19 19 0 20 RSU20525 -0 104222 ss_an_ Dag RMar l0om�i�p�uoio=us From momrea.E gBuildi Divilon BbP 86Ap DanLLnue MM 9W Load }W Load mew l=!IIua Rul (9 (Ruh) (9 @�N Hed, cool Grog ORIS red, cool Grog ORIS red, alollC H o 11 DO 0 390 e 30 03 10 9 2 2 601 219 2 20 601 219 �q �q c DftCeI 0 021 1 58 1 0 79 79 1251 837 16 165 261 175 o)ae eaamon 14615 431 42041 1� 12 on Q7 63l 1 1 89 122 N m 0�1 13 msOdrama@ 230PoPn230 ncedolher add 500 l0maa 6to13) uaiieel(Dol al N Calculations a oomved by P Coro meet all req uirements of Manua l J 8th Ed WheatRidge Afto0een<�c- n19 19 0 20 RSU20525 -0 104222 ss_an_ Dag RMar l0om�i�p�uoio=us From momrea.E gBuildi Divilon Right.q Worksheet Job 3476 Old, St_Wool_1ooc20 SCOL Addition Date, 0006,2020 Br. Igg,kSl cil N Calcularionsa oproved by P Coro meet all ran wrements of Manua I 8th Ed 2020 ovanel Aft nge 2 �_a.ocuar_Ma.ss oo —Me r m o.n ea.e Building Division fi0gP ft map LLn ue na MM 9W Inad }W add mew @uprm—'r� (a upm9 0 (Ruh) 0 @�N H C o �oaround 0 300 a 23 10 145 0 92 5 0 92 58 �o o)ae eaamon 879 J did! N m 13 mai galama@ 230PoPn Sul Omw 5tois Less edema load uaiieel(dol cil N Calcularionsa oproved by P Coro meet all ran wrements of Manua I 8th Ed 2020 ovanel Aft nge 2 �_a.ocuar_Ma.ss oo —Me r m o.n ea.e Building Division Rightel Worksheet Job 3476 on, St_ i_1ooczo SCOL Addition Date, 0006,2020 By. visual Calculations approved by PCC4ro meet all requirements of Manual J 8th Ed ray a .f Nw oo o me Rig maulm CAR AX rmmma.n� a '0'^q"a'hPage3 ge Building Division h oeepen 181 fib} DanLLnue !II n' MM Dart Dart mew @M (ordersor or Ram @.N or @.N I Had, cool Grog WPIS Red, cool Grog WPIS Red, a:::]H Notion 0 059 n 454 1 3 128 9 411 12 11 87 393 118 C o 0 059 a 454 1 3 128 11 528 15 11 101 457 137 �Notion qDforind 0 300 a 23 10 145 12 277 17 1 0 277 174 �q c Need 0 021 1 58 1 0 207 20 326 21 18 181 286 192 12 )i N 13 mai galame@ 230PoPn Subtual 5tois) subdotal 4299 2153 3666 95 14 0% 0% 0% ON �o�l(m 1311 Calculations approved by PCC4ro meet all requirements of Manual J 8th Ed ray a .f Nw oo o me Rig maulm CAR AX rmmma.n� a '0'^q"a'hPage3 ge Building Division Right.q Worksheet Job 3476 hd, St_Wool_1ooc20 SCOL Addition Ded, 0006,2020 Er. Ml BBV uB Calculations approved by PCC4ro meet all requirements of Manual) 8th Etl. _ _ _ m ELn I[%anopemva�cuvs wao p CAR ws r m o�n res.e Building BW n Bpoded wall 188 ft 1471 ®AP 608p LLnue ua MM 9W Inad }W Inad mew @uprm—'r� (a upm9 0 (Ruh) 0 @�N Had, cool 0.55 WPIS rod, cool 0.55 WPIS rod, alollC H o �o Dural 0 059 w 454 1 3 86 79 357 10 45 3 173 52 �o o)ae eaamon 1541 51 11821 485 12 N m 13 msgaingma@ 230Popin01 0 Sul Owl 5tois560 �o�l(m BBV uB Calculations approved by PCC4ro meet all requirements of Manual) 8th Etl. _ _ _ m ELn I[%anopemva�cuvs wao p CAR ws r m o�n res.e Building BW n SCO" I I Load Short Forth Addition park, 0006,2020 Btu hawkilcurtut For: Shane McKay Dutchman Remodeling Inc Make GREE Electric Appliances Inc of 3475Otis St Meat Ridge, CO80033 Trade GREE Cond MULT136HP230VlA0 Phone 303807-0502 CAS12HP230V1C0(Two) AHRI a1 AHRI of 7084898 Email shanemckay@aol cam 500 Efficiency 82 HSPF 0073 Heating input Static pressure 0 one big Infiltration End @4]°F Outside do I'D J 95 Method Simplified Inside do I'D 70 75 Construction qualify Average Design TD I'D n 20 Fireplaces 0 Daily range - H 83 Capacitybalance point= -1B °F Inside humidity (%) 30 50 48 Moisture difference door) 39 43 HEATING EQUIPMENT COOLING EQUIPMENT Make GREE Electric Appliances Inc of IDuhai Trade GREE Cond MULT136HP230VlA0 Model MULT136HP230VlA0 CAS12HP230V1C0(Two) AHRI a1 AHRI of 7084898 Actual air flow 500 Efficiency 82 HSPF 0073 Heating input Static pressure 0 Heating output 26000 End @4]°F Temperature rise 62 " Actual air flow 500 dm Airflow factor 0026 dm/Bluh Static pressure 0 In H2O Space thermostat Bath 83 Capacitybalance point= -1B °F 665 59 Efficiency COOLING EQUIPMENT Make GREE Electric Appliances Inc of IDuhai Trade GREE Cond MULT136HP230VlA0 Coil CAS12HP230V1C0(Two) AHRI a1 7084898 Efficiency 94 FEE, 16 SEER He load (Binh) Sensible cooling 20400 Btu Latent mo ling 3600 Btu Total cooling 24000 Btu Actual air flow 500 dm Air flow factor 0073 dm/Bluh Static pressure 0 In H2O Wad sensible heal rano 100 16 ROOM NAME Area (ff) He load (Binh) Clg load (Binh) He AVF (dm) CIg AVF (dm) AT Studio 1G5 5014 2119 132 154 Powder 51 log 209 20 15 Storage 53 1139 215 30 16 Living Room 2fl] 4299 2153 111 157 Bedroom 181 3666 952 95 69 Bath 83 T10] 665 59 48 BNY a m _ _ Wheat Ridge Calculations approved by ACCAtomeet all requirements of Manual J Ed Ed Building llbllslon 2020 w:4ndom ar�seinne��a 2019190 rRmnoo.ni.e anPi1 SCO" I I Load Short Forth Addition park, 0006,2020 Btu hawkilcurtut For: Shane McKay Dutchman Remodeling Inc Make GREE Electric Appliances Inc of 3475Otis St Meat Ridge, CO80033 Trade GREE Cond MULT136HP230VlA0 Phone 303807-0502 CAS12HP230V1C0(Two) AHRI a1 AHRI of 7084898 Email shanemckay@aol cam 500 Efficiency 82 HSPF 0073 Heating input Static pressure 0 one big Infiltration End @4]°F Outside do I'D J 95 Method Simplified Inside do I'D 70 75 Construction qualify Average Design TD I'D n 20 Fireplaces 0 Daily range - H 83 Capacitybalance point= -1B °F Inside humidity (%) 30 50 48 Moisture difference door) 39 43 HEATING EQUIPMENT COOLING EQUIPMENT Make GREE Electric Appliances Inc of IDuhai Trade GREE Cond MULT136HP230VlA0 Model MULT136HP230VlA0 CAS12HP230V1C0(Two) AHRI a1 AHRI of 7084898 Actual air flow 500 Efficiency 82 HSPF 0073 Heating input Static pressure 0 Heating output 26000 End @4]°F Temperature rise 62 " Actual air flow 500 dm Airflow factor 0026 dm/Bluh Static pressure 0 In H2O Space thermostat Bath 83 Capacitybalance point= -1B °F 665 59 Efficiency COOLING EQUIPMENT Make GREE Electric Appliances Inc of IDuhai Trade GREE Cond MULT136HP230VlA0 Coil CAS12HP230V1C0(Two) AHRI a1 7084898 Efficiency 94 FEE, 16 SEER He load (Binh) Sensible cooling 20400 Btu Latent mo ling 3600 Btu Total cooling 24000 Btu Actual air flow 500 dm Air flow factor 0073 dm/Bluh Static pressure 0 In H2O Wad sensible heal rano 100 16 ROOM NAME Area (ff) He load (Binh) Clg load (Binh) He AVF (dm) CIg AVF (dm) AT Studio 1G5 5014 2119 132 154 Powder 51 log 209 20 15 Storage 53 1139 215 30 16 Living Room 2fl] 4299 2153 111 157 Bedroom 181 3666 952 95 69 Bath 83 T10] 665 59 48 BNY a m _ _ Wheat Ridge Calculations approved by ACCAtomeet all requirements of Manual J Ed Ed Building llbllslon 2020 w:4ndom ar�seinne��a 2019190 rRmnoo.ni.e anPi1 Addition 792 19291 6873 500 500 Other equip loads 295 77 Equip. @ 1.00 RSM 6949 Latent cooling 0 V I/LJ 104 IJOOU U040 ODU ODU City of Wheat Ridge Soldlitalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Building Division wWyhtsoft- Right -Suite® Universal 2019 19.0.20 RSU20525 ...s St_ ManJS_100620\3475 Otis St_ManJS_100620.rup Calc = MJ8 Front Door faces: E 2020 -Oct -06 10:42:22 Page 2 Building Analysis SCO tee. Addition seem, limemal Job 3476 Unit hei Del 0006,2020 Btu Morelli For Shane McKay Dutchman PerriInc Btu h % of load Walls 3475Otis St Meat Ridge, C0 4211 217 G as no 23 1 Phone 303087 4502 15 5 Email shanemckay@aol cam Ceilings 1 1 837 120 1111NEPTIMITillorliffn ". Location: Indoor: Heating Cooling Denver CO US Indoor temperature I'D 70 75 Elevation: 1316 n 1 1 Design TE) I'D n 20 Latitude : 40°N Ventilation Relative humidity y% 30 50 Outdoor: Heating Cooling Moisture tliRerenm tob) 39.0 -425 DrybulbIT) -1 95 Infiltration: Dallddpttrange °P - 27 (H ) MerM1otl Simplified nib ]6 quality Wnd speed(mph) ]5 Firepplaceson Overage Component an UP Btu h % of load Walls 4 1 4211 217 G as no 23 1 3036 15 5 Ceilings 1 1 837 120 Ventilation 77 1 1 Internal gains 1860 268 Ventilation 295 1 5 Adjustments 0 Total 19586 loon Component got Btu h % of load G as no 15 6 2047 29 5 Ceilings 1 1 837 120 Ventilation 77 1 1 Internal gains 1860 268 Adjustments 0 Total 6949 loon Latent Cooling Load -0 DW h Overall U value -0071 Brit -°F Data entries checked new do ne Gj Must an al of Wheat Ridge ennmoa Division H eanrem core 104222 .ccw sa Mery 1O—no� eervse rup roto=MB rmm Faeroese. e a,aa Job 3476 Ol SCO"I I Component Constructions Iname, 0006,2020 °y MissourinJ5100 Addition For Shane McKay Dutchman Remodeling Inc 3475 Otis St Meat Ridge, C080033 Phone. 3036874502 Email shanemckay@a"I c"m r Location: Indoor: Heating Cooling Denver Co, US Indoor temperature I'D 70 75 Elevation: 7316 ft Design roI'D n 20 Latae: 40°N Relative humidity (S.) 30 50 Outdoor: Heating Cooling Moisture difference gr/Ib) 39.0 -425 Diablo IT) -➢ 95 Infiltration: Dallyange I'D - 27 (H) Method Simplified Edetbulb I'D 59 ConDrudion quality Average Wind speed (mph) 7 5 7 5 Fireplaces 0 Construction descriptions or NONE " 'lm_r Iols lull r lull It., Walls DISS11 Rm,zI,,:,DlA succeeded 20 .... no 1A deform n 260 0059 200 454 1183 1 36 354 board int red 2 DO soon Um 16 so add a 69 0059 200 454 312 1 36 93 1 490 0059 200 454 2227 1 36 667 as 117 0059 200 454 529 1 36 158 111 935 0059 200 454 4251 1 36 1272 Panitions (none) Wntlows d n 26 0300 0 231 601 937 244 (SHco-o30) m%blmaras medium 50% outdoor livectscreen ; / ft, 22 0300 0 231 501 276 598 head of 1 32 0300 0 231 739 145 465 as 14 0300 0 231 323 276 387 all 94 0300 0 231 2164 181 1693 n 3° °3°° ° zi) °n 53/ 354 (SHcoo30)m%Minds as medium; m% outdoor lvect screen °s ry heed of Doom 11 DO Door ed so type a 20 0390 0 300 601 109 219 CeilingsDtal Pro spend deaden shingles met mat r 49 car ins ge gypsurn 792 0021 490 1 58 1251 1 06 837 board int red nae Balser , heavy dryorh9m damp per Gravel hid 34 1180 0 90 3112 0 0 shorten 22BlOvpem Balser heavy dry or light damp soil Gravel UO 81 0388 100 113 2364 0 0 edge ins hid ed Ir fri am Of 1i Q diff eirliff DA 06 mm2 �0looamn060 6m.1.6ae) Universa 9 19 0 20 RSU20525 G 10- ennalneo�lfn Use 100620 me 10 M0 rmm2eern� _ _ is a 3476 SCO"I I AED Assessment °mare, 0006,2020 Y µrke[� nJ5100 Atltlifion wnw®ate Maximum hourly glazing load exceeds average by 20.06. House has adequate exposure diversity (AED), based on AED limit of 306. AED excursion: 0 Btuh Or of "" ""bear'".aye 6" Wheat Ridge -FIR Wrightsecal .k�b..-- I "<ram °m.e...o -Me .A.,"oo.n� e '�BPAP°a age For Shane McKay Dutchman Remodeling Inc 3475 Oris St Meat Ridge, C080033 Phone. 3036874502 Email shanemckay@a"I c"m r Location: Indoor: Heating Cooling Denver Co, US Indoor temperature I'D 70 75 Elevation: 1316 n Design ro I'D n 20 Latitude : 40°N Relative humidity (S.) 30 50 Outdoor: Heating Cooling Moisture difference gr/Ib) 39.0 -425 DrybulbIT) -1 95 Infiltration: Dailyange I'D - n (D ) vwmum(°q 59 Wnd speed (mph) 75 75 wnw®ate Maximum hourly glazing load exceeds average by 20.06. House has adequate exposure diversity (AED), based on AED limit of 306. AED excursion: 0 Btuh Or of "" ""bear'".aye 6" Wheat Ridge -FIR Wrightsecal .k�b..-- I "<ram °m.e...o -Me .A.,"oo.n� e '�BPAP°a age q Manual S Compliance Report put, 3476 SCO"I I Inage, 0006,2020 mmi Addition B. Mear .r..n Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH P Manuhtlu rer: GREE Electric AD ph Model MULTI36HP23OVlAO+CAS12HP23OVl CO(Two) Actual airflow: 500 dm For Shane McKay Dutchman Remodeling Inc 294%olload Latent capacity : 3600 Btu 0% of load Total capacity : 24000 Btu 3475Otis St Meat Ridge, C080033 Design Conditions Phone. 3038874502 Heat loss 19586 Btu Entering coil BE 693°F Indoor design BE 70o°F Email shanemckay@aol cam Design Conditions Outdoor design BE 95.0°F Sensible gain: 6949 Btu Entering coil BE 752°F Outdoo r desyq n WE 59.4°F Latent gain: 0 Btu Entering coil WB. 613°F Indoor design BE 750°F Total gain 6949 Btu InitaarPIT 50% Esti mate it a lutow: 500 dm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH P Manuhtlu rer: GREE Electric AD ph Model MULTI36HP23OVlAO+CAS12HP23OVl CO(Two) Actual airflow: 500 dm Sensible capacity : 20400 Btu 294%olload Latent capacity : 3600 Btu 0% of load Total capacity : 24000 Btu 345% of load SHR 85% Design Conditions Outdoor design BE 7O -F Heat loss 19586 Btu Entering coil BE 693°F Indoor design BE 70o°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH P Manufacturer: GREE Electric AD ph Model MULTI36HP23OVlAO+CAS12HP23OVl CO(Two) Actual airflow: 500 dm Output capacity : 26000 Btu 133%olload Capacity balance -18 °F Supplemental heat required 0 Btu Econ omit balance: 99 °F Meetsall requirements of ACCA Manual A cil a Filif negrearesionea 11 Rem -softer Univers' 10 -us .inchDoomrez e 2020 -oow'e'Yo]Z.n ��` A& _ _ essmni ioomnxp o - BulltlQ69Af✓Islon Main Level Job #: 3475 Otis St_ManJS_100620 Performed by Mark Scott for: Shane McKay 3475 Otis St Wheat Ridge, CO 80033 Phone: 303-887-4502 sshanemckay@aol.com City of Wheat Ridge Building Division Scale: 1 : 104 Page 1 RightSuiteO Universal 2019 19.0.20 RSU20525 2020 -Oct -06 10:43:14 ...20\3475 Otis St ManJS 100620. Right.q Worksheet Job 3476 Ord, St_WOODS_1oo620 SCOL Addition Ead, 0006,2020 Er. Ml al N Calculations a oomved by P Coro meet all req uirements of Manua l J 8th Ed WheatRidge Afto0een<�c- n19 19 0 20 RSU20525 -0 104222 ss_an_ Dag RMar l0om�i�p�uoio=us From momrea.E gBuildi Divilon BbP 86Ap DanLLnue MM 9W Load }W Load mew l=!IIua Rul (9 (Ruh) (9 @�N Hed, cool Grog ORIS red, cool Grog ORIS red, alollC H o 11 DO 0 390 e 30 03 10 9 2 2 601 219 2 20 601 219 �q �q c DftCeI 0 021 1 58 1 0 79 79 1251 837 16 165 261 175 o)ae eaamon 14615 431 42041 1� 12 on Q7 63l 1 1 89 122 N m 0�1 13 msOdrama@ 230PoPn230 ncedolher add 500 l0maa 6to13) uaiieel(Dol al N Calculations a oomved by P Coro meet all req uirements of Manua l J 8th Ed WheatRidge Afto0een<�c- n19 19 0 20 RSU20525 -0 104222 ss_an_ Dag RMar l0om�i�p�uoio=us From momrea.E gBuildi Divilon Right.q Worksheet Job 3476 Old, St_Wool_1ooc20 SCOL Addition Date, 0006,2020 Br. Igg,kSl cil N Calcularionsa oproved by P Coro meet all ran wrements of Manua I 8th Ed 2020 ovanel Aft nge 2 �_a.ocuar_Ma.ss oo —Me r m o.n ea.e Building Division fi0gP ft map LLn ue na MM 9W Inad }W add mew @uprm—'r� (a upm9 0 (Ruh) 0 @�N H C o �oaround 0 300 a 23 10 145 0 92 5 0 92 58 �o o)ae eaamon 879 J did! N m 13 mai galama@ 230PoPn Sul Omw 5tois Less edema load uaiieel(dol cil N Calcularionsa oproved by P Coro meet all ran wrements of Manua I 8th Ed 2020 ovanel Aft nge 2 �_a.ocuar_Ma.ss oo —Me r m o.n ea.e Building Division Rightel Worksheet Job 3476 on, St_ i_1ooczo SCOL Addition Date, 0006,2020 By. visual Calculations approved by PCC4ro meet all requirements of Manual J 8th Ed ray a .f Nw oo o me Rig maulm CAR AX rmmma.n� a '0'^q"a'hPage3 ge Building Division h oeepen 181 fib} DanLLnue !II n' MM Dart Dart mew @M (ordersor or Ram @.N or @.N I Had, cool Grog WPIS Red, cool Grog WPIS Red, a:::]H Notion 0 059 n 454 1 3 128 9 411 12 11 87 393 118 C o 0 059 a 454 1 3 128 11 528 15 11 101 457 137 �Notion qDforind 0 300 a 23 10 145 12 277 17 1 0 277 174 �q c Need 0 021 1 58 1 0 207 20 326 21 18 181 286 192 12 )i N 13 mai galame@ 230PoPn Subtual 5tois) subdotal 4299 2153 3666 95 14 0% 0% 0% ON �o�l(m 1311 Calculations approved by PCC4ro meet all requirements of Manual J 8th Ed ray a .f Nw oo o me Rig maulm CAR AX rmmma.n� a '0'^q"a'hPage3 ge Building Division Right.q Worksheet Job 3476 hd, St_Wool_1ooc20 SCOL Addition Ded, 0006,2020 Er. Ml BBV uB Calculations approved by PCC4ro meet all requirements of Manual) 8th Etl. _ _ _ m ELn I[%anopemva�cuvs wao p CAR ws r m o�n res.e Building BW n Bpoded wall 188 ft 1471 ®AP 608p LLnue ua MM 9W Inad }W Inad mew @uprm—'r� (a upm9 0 (Ruh) 0 @�N Had, cool 0.55 WPIS rod, cool 0.55 WPIS rod, alollC H o �o Dural 0 059 w 454 1 3 86 79 357 10 45 3 173 52 �o o)ae eaamon 1541 51 11821 485 12 N m 13 msgaingma@ 230Popin01 0 Sul Owl 5tois560 �o�l(m BBV uB Calculations approved by PCC4ro meet all requirements of Manual) 8th Etl. _ _ _ m ELn I[%anopemva�cuvs wao p CAR ws r m o�n res.e Building BW n For: Shane 34750455tyVMeat Ridge C0800an 3 Inc Emed shhane8mcka0y@aofcom Ifti Notes: Residential Addition Manual JS on addition only Mini Split Heat and Cool Weather Winter Design Conditions Outshone J" none tlb 70 " Design TO n " Heating Summary ON SITE PLANS Structure 19291 Project Summary Duds Tom 3476 0b,glit Nearby 1qq... SCO AtltllflOn MUST BE ON SITE wN INSPECTION P M10006,2020 1MSmX� Central vent TERWO%12CUP ALL Prgeihare tu 0 mmi rxverrnory Piping 0 Btu Equipment load Subieato Field InmefOms Btu BWb For: Shane 34750455tyVMeat Ridge C0800an 3 Inc Emed shhane8mcka0y@aofcom Ifti Notes: Residential Addition Manual JS on addition only Mini Split Heat and Cool Weather Winter Design Conditions Outshone J" none tlb 70 " Design TO n " Heating Summary Outside tlb Structure 19291 Btu Duds 0 Btu Central vent RERW2%12OUR 245 Btu b mid ud�catioonavary Central vent TERWO%12CUP Relative Hu 0 Btu Piping 0 Btu Equipment load 14586 Btu Denver Co, US Infiltration Method Aimplitieh Fireplaruchon quality Average ces 0 Wane Ron Co nq 79 volume 7124 71Y2G4 Anmangesronur 861 832 Equiv AVF (dm) R 38 Heating Equipment Summary Make GREE Electric Appliances Inc of IDuhai Trade GREE Model MULT136HP23OVl AO AHRI of 7084898 Efficiency 82 HSPF Heating input Heating output 26000 BWh@W-F Temperature rise 62 " Actual air flow 500 ctm Airflow, factor 8026 dm/Bruh Static pressure 0 in H20 Space thermostat Capacifybalance point= -18 °F Summer Design Conditions Outside tlb 95 " none tlb 75 " Design TO 20 " Daily ran e H Central vent TERWO%12CUP Relative Enargy ecCary % Moisture difference 403 grab Sensible Cooling Equipment Load Sizing Structure 6873 BWb Duds 0 awn Central vent RERW2%12OUR n Btu Enargy ecCary AHRI e1 7084898 Blower 0 Btu Use manufacturer's data sense lIsload 1 00 EquipmenRate/swin mpmen l 6949nBwh Latent Cooling Equipment Load Sizing Structure 437 Btu Duds 0 Btu Central vent TERWO%12CUP -132 Btu Enargy ecCary Equipment latent load 0 Btu Equipment Total Load Sendap 6949 Btu Re glolal apao1y a168 SHR 67 ton Cooling Equipment Summary Make GREE Electric Appliances Inc of IDuhai Trade GREE Cond MULT136HP23OVl AO Coil CAS12HPROV1 CO (Two) AHRI e1 7084898 ERiwenry 94 FEE, 16 SEER Sensiblecooling 20400 Btu Latent mo ling 3600 Btu Total cooling 24000 Btu Actual air flow 500ctm Air flow factor """ I — Load sensibleheatratio 'f%WhnANRtrdge APPROVED Calculationsa mu approved ACCAto meet all requirements anaraways guofManu Randy Slusser 112GID20 ppmve yrem Eailff '—ResibodiaiiRig ms.n.o Universal 20 191 rmmeoo2R¢z e 1. ACCT. _ _ eS France _1ooemw o a..w � ► � i City of Wheat Ridge Residential Addition PERMIT - 202002365 PERMIT NO: 202002365 ISSUED: 01/13/2021 JOB ADDRESS: 3475 Otis St EXPIRES: 01/13/2022 JOB DESCRIPTION: Residential addition of bedroom and bathroom on south east corner of residence. Sq ft : 512 *** CONTACTS *** OWNER (303)237-2243 WHEAT RIDGE HOUSING AUTHORITY SUB (303)887-4502 SHANVE MCKAY 202208 DUTCHMAN REMODELING INC SUB (720)364-8490 SANTOS F. MORALES 110147 MOR PLUMBING LLC SUB (303)513-2633 JEREMIAH C WARDRIP 202214 PLAINS 2 PEAKS SUB (303)886-3475 THAYNE AND KAYLENE DAVIS 202219 GTD ELECTRIC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 70,000.00 FEES Total Valuation 0.00 Plan Review Fee 578.86 Use Tax 11470.00 Permit Fee 890.55 * * TOTAL * * 21939.41 *** 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. 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 ( 2 5 ' ) 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. NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. 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 (1000) of the front yard shall be landscaped. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Addition PERMIT - 202002365 202002365 ISSUED: 01/13/2021 3475 Otis St EXPIRES: 01/13/2022 Residential addition of bedroom and bathroom on south east corner of residence. Sq ft : 512 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 01/13/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dina Kemp From: no-reply@ci.wheatridge.co. us Sent: Sunday, November 15, 2020 8:43 AM To: CommDev Permits Subject: Online Form Submittal: Addition to Existing Building Categories: Plan Review Needed, Dina 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 sub. SANITATION67.pdf Submission to Sanitation Department Upload Proof of proofof submissin signed Waste water07O. pdf Submission to Water Department PROPERTY INFORMATION Property Address 3475 Otis St. Wheat Ridge, CO Property Owner Name REBECCA ROMERO Property Owner Phone 720-254-6302 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email violetcrowcr8s@yahoo.com Address Attach City of Wheat ELECTRONIC PAYMENT FORM060.pdf Ridge Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD* APPLICANT INFORMATION Applicant Name Dutchman Remodeling Inc./ Shane McKay 1 What is your role in the project? Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contact Phone Number (enter WITH dashes, eg 303-123-4567) Contact Email Address for Plan Review Comments Retype Contact Email Address DESCRIPTION OF WORK Detailed Scope of Work - Provide use of addition (i.e. master bedroom with master bathroom); Indicate mechanical, electrical, plumbing scopes Location of Work Square Footage of Addition General Contractor 303-887-4502 sshane.mckay@me.com sshane.mckay@me.com We are applying to build approx. 512 sq ft. bedroom with bathroom addition. To be built SE corner of Home �5V Upload Soils Report if 20-167 Soils Report 3475 Otis St Report - Stamped.pdf Addition is over 500 sq ft. Asbestos Report Field not completed. Engineering Letters, 3475 Otic St ManJS 100620.pdf Energy Calcs and Other Letter Size Attachments Construction Plans StrucPlans 3475OtisSt 08-28-2020.pdf scanned on 11"x17" or larger Provide Passcode for Field not completed. Plans if locked N Project Value (contract 70,000 $70,000 Valuation value or cost of ALL Is OK. materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Permit I attest that everything stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Shane McKay Yes Email not displaying correctly? View it in your browser. 3 " r City of J�iO'Wh6atl),Iidge 0 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 wiH not be accepted or processed. Date: -'1 Project Address: 7 5 C7.r 1 5 S -t W INea �- R -k cI y t 900 3 3 Name of Firm/Individual submitting documents: X1 J7 4v►1ckY% 12-e-wLtx'}F�- Project Type/Description: 1 i C;- (�-cI1 v 9•' �5� 0. z Q ci C�<: -cl f e TO aLJ ��i�V1 (�► 1 1Q�C �/L �r��.�rj�r 2.yc)wA Signature of Firm Representative orindividual:- DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I 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. (Please check one) o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water 6 Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Agency Notes: Applicant must meet District Rules and requirements including those identified in the attached letter. Signature:Date: 11/09/20 (Agency Representative) * District Consulting Engineer ./�AMAULT MARTIN/MARTIN 00000"CONSULTING SU LTING ENGINEERS October 21, 2020 Shane McKay Dutchman Remodeling Inc. 303-887-4502 Email: sshanemckay@aol.com Re: Wheat Ridge Sanitation District -3475 Otis St Martin/Martin, Inc Project No.: 17.0633 Dear Mr. McKay, On behalf of the Wheat Ridge Sanitation District (WRSD/E1CSD), Martin/Martin Inc., acting as the District's Consulting Engineer, offers the following in response to the site plan received October 21, 2020, concerning a proposed addition consisting of a living space, bedroom, and bathroom along with a remolded of the garage into an art studio 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 south to north, east of the referenced property within Otis Street. It appears the property will continue to be serviced by the existing gravity flow service line; 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. The studio addition is not allowed to be an ADU and is understood to be a part of the existing single-family residence. If it is found that the residence is being used for rental or ADU, an additional tap fee and individual sanitary service will be required. MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTINMARTIN.COM Wheat Ridge Sanitation District -3475 Otis St October 21, 2020 NAMPIPEZ 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 fees are due prior to connection. Verification of water meter sizing for all units/buildings will be required. If fees are determined to be required, these fee amounts can be paid directly to the District Office prior to construction, 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 .JIf ` t;,ily of .Ir 0 0TY cW Wer RIDGE B[qI DM AND INSp'E(Tto, SQt��c�.� Ix�'rsa� 75U. W 29th Ave Wheat Ridge, Co WW3-8001 p 303.235.2ni. f. 3M.247.89:9 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 CheckJW for the project type and be attached to the Building PemA Application at the time of submission. AppMcatlons prewrrb0 for submission Miriout a ootit♦hrind Proof of Submission form horn a requked agency wit tttroR be accdppsd or processed. Date: 'J - J 2 i L Project Address: 3 q 7) OT 15 r VU % C., t c Name of FimYlndividual suhtt' iNQ documents t " k r• I ck ► ti n Project Type/Description : I -j- 1 �. t , f e,t s�� -A o► Gt�+ Q '14 e t4: c + V,t� i o d 2 ca re,,Ick Signature of Firm Representative orkWividual: l DO NOT TMIs PQ=-!�>AWNCY USE ONLY am a duly authonzed representative of the agency irKWAted beibw and do, by my sigrWAUM below. s•Ckno v"e receipt of documents necessary for review and approval of the project indicated above. tP$"w cho(* w») Wheat Ridge Ws1e►0fttr1ct o Wheat Ridge Sanitation District o Consolidated Mutual Water District o Clear Creek Sanitation District c Valley Water District o FruAdale Sanitation District o Denver Water o Westridge Sanitation Dtstnct o Other ;J'i- nv rt�Jace 100 U J �r ��.��a�_J r L ��, n 'ems � City Of " Wheat'kjw**Ca� ge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be complcted & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: �3 7.S C,,1)7'1 S 5-/ l�► u General Contractor: L, f -C' «r c' r/ e Company n Name Contact Phone #: Wheat Ridge Contractor License #: </ r, State License Master License #: LOOL) Z, J s V16 Printed' Name of Authorized Agent turf of Authorized Agent (required field) 09 - /z--/ -- Z Date � 4 4� City of heat jcige COMMUNrry DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: (i 7 S wA �a Z�, C� I l C 0 1 General Contractor: ti' f-cr<r '�ILr c' r H --DCompany Name: / Contact Phone #t:>(-'C.-'�=' SLl 7� Wheat Ridge Contractor License #: State License #t: Master License #: L06 -?L) L- � L �f \G,o CL- ' �C — o , C Printed' Name of Authorized Agent turf of Authorized Agent (required field) oq - /Li- zU Date ►l� City Of "� Wh6atP4 dw m �ge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Plumbing Subcontractor This form must be completed &, signed by the PLUMBING SUBCONTRACTOR performing plumbing work- on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 3 �� % 5� DT � 5 S ,— 1.4JA f a t /c?, -d J r C Vic, C� General Contractor: c cL ►-, t, m p r i e �� : �� . ► � : • r 1 . � , � `T•Yi►CI�IT►i-�L•T:�' I:�I Il [17� Company Name: Q�'1 P1.j),U,6 tyr. ln/Qantact Phone fit: Wheat Ridge Contractor License: �� i (required held) State License: M. aster License fit: Printed Name of Authorized Agent 2/1 40 -- SI re- of A t Agent Date A City of `Wheat *dd COMMUNITY DEVELAPMENgeT SUBCONTRACTOR AUTHORIZATION FORM Mechanics! Subcontractor This form must he compicted & vgned by the MECHANICAL SUBCONTRACTOR 10 performing hwhanical wort: on stte- Subcrntrwtnr's imsurance and license must be up u> date ptux to permit cuuanec. Project Adtlretr: 317Z r--7-/_5 -5� Gentr,l Corttrsetor i FORM WILL. NOT RF ACCEPTED WITH MISSING ; INF )R`IATION S S/3�G Company N,tne: P14. (-,�,L� PMont,et Phate •:Ia g Wheat Ridge Ceetmio- Ll ,ow t ;re�dred lkid; WAOi Printed Nare of Artltortaed t Agent Date CUSHMAN GEQSCIENCE LLC Geotechnical Evaluation and Foundation Recommendations 3475 Otis Street Wheat Ridge, Colorado 80033 Project Number 20-167 November 2, 2020 Prepared For Dutchman Remodeling 8565 East 28th Avenue Denver, Colorado 80238 '.6 4, City of W heat Ruddge COMMUNI"7Y DEVELOPMENT APPROVED Reviewed for Code Compliance Randy Slusser 11/24/2020 Plans Examiner Date Vioditr of eermit The isxww c/o pemw or wAmmaa of orns spec4koMW and canpurotaru shop rat be a permit fa, ar an opproral oJ, ony waronon b any of rhe prowslons of rhe building code or of oW Chy ardira ws. Permits presuming to gror out" to woloie or motel the pwsvons of the suflaf v Mos or oMn orowwoes o/ tin Chy shoo oat be wted, Cushman Geoscience LLC 747 Sheridan Blvd, Unit 4D, Lakewood, Colorado 80214 720-502-6123 Reports@CushGeo.com Geotechnical Engineering Report Project No.: 20-167 11-2-20 CONTENTS Tables Table 1: Subsurface Conditions Summary....................................................................................................2 Table 2: Laboratory Test Results Summary.................................................................................................. 3 Table 3: Summary of Risk Categories............................................................................................................ 3 Attachments Figures Appendix A Appendix B Cushman Geoscience LLC 747 Sheridan Blvd, Unit 4D, Lakewood, Colorado 80214 City of Wheat Ridge Building Division Geotechnical Engineering Report Project No.: 20-167 11-2-20 Page 1 As requested, Cushman Geoscience LLC (CG) has prepared geotechnical engineering recommendations for the proposed structure(s) planned for the subject site. Scope of Work The scope included site observations, performing a hand boring to 6 feet below grade, obtaining soil samples, and subjecting the samples to various laboratory tests as outlined herein and providing geotechnical recommendations for the proposed construction. The recommendations presented herein are based on the subsurface conditions observed during sampling and the laboratory testing results. Additional subsurface exploration and/or laboratory testing may result in recommendations that may differ to some degree than those presented herein. There is no guarantee or warranty as to the uniformity of subsurface materials and conditions at the subject site. An additional discussion of the limitations of geotechnical engineering is included in Appendix A. Existing Construction and Site Conditions The site is currently occupied by a single family residential structure which is one story over a crawlspace. According to Jefferson County records the existing structure was built in 1950. CG observed a shallow foundation for the existing structure. At the time of the evaluation the lot was vegetated with a good cover of irrigated grass, trees, and bushes. The ground surface slopes gently to the east in the area. A site plan is presented in Figure 1.0. Surficial Geology on the site is mapped as Eolian (windblown) Sand of Holocene Pleistocene age according to Lindvall, R.M, 1979, Geologic map of the Arvada quadrangle, Adams, Denver, and Jefferson Counties, Colorado: U.S. Geological Survey, Geologic Quadrangle Map GQ -1453. Bedrock below the upper soil appears to be Denver and Arapahoe Formations of Paleocene and Upper Cretaceous age. The site is mapped as underlain by soil and bedrock with a generally low swell potential in Potentially Swelling Soil and Rock in the Front Range Urban Corridor, Colorado, by Stephen S. Hart, Environmental Geology 7 by the Colorado Geological Survey, 1974. Portions of the geologic and swell risk maps are shown in Figures 1.1 and 1.2. Proposed Construction A lateral, one-story addition over a crawlspace is proposed for the existing structure. The structure will have steel reinforced concrete foundations and will be built with wood and/or steel framing and possible veneer materials. Structural loading will be relatively light consistent with the proposed construction, on the order of 300 to 3,000 pounds per linear foot. Site grading will be minimal. If the proposed construction varies significantly from that described above or herein, CG should be notified to re-evaluate the recommendations provided in this report, as necessary. City of Cushman Geoscience LLC 747 Sheridan Blvd, Unit 4D, Lakewood, Colorado 80214 Wheat Ridge Building Division Geotechnical Engineering Report Project No.: 20-167 11-2-20 Page 2 Subsurface Evaluation The geotechnical evaluation of the site consisted of observing the structure and the subsurface conditions in hand boring (HB -1) in the area of the proposed addition on October 13, 2020. Samples were obtained using hand sampling methods at about 3 feet and 5 feet below grade at the approximate location shown in Figure 1.0 Subsurface Conditions Subsurface conditions encountered in the hand boring, HB -1, are summarized in Error! Reference source not found. (below). Note: all measurements are approximate based on tools and methods used in the field. Table 1: Subsurface Conditions Summary Boring No. Depth (feet) Soil Description HB -1 0-2.5 Sand, silty, slightly clayey, dry, brown, roots HB -1 2.5-4.5 Clay, very sandy to sand, very clayey, silty, moist, orange, brown HB -1 4.5-5 Sand, silty, clayey, moist, light brown Bedrock was not encountered. Groundwater was not encountered in the hand boring and is not expected within the zone of influence of the foundations. It is possible for groundwater levels to fluctuate seasonally and from year to year. It is also possible for groundwater to flow in fractures in the soil or bedrock that may not be represented in the hand boring or for "perched" groundwater conditions to form on clay layers or bedrock surfaces after construction. Laboratory Test Results Samples obtained during the geotechnical evaluation program were returned to our laboratory where the soil descriptions and field notes were reviewed by a senior geotechnical engineer or senior engineering geologist. The samples were then tested in the laboratory for moisture content, dry density, amount of material passing No. 200 sieve, and swell potential. Results of the laboratory tests are presented in Table 2 (below), and Figure 2.0. City of Cushman Geoscience LLC 747 Sheridan Blvd, Unit 4D, Lakewood, Colorado 80214 Wheat Ridge Building Division Geotechnical Engineering Report Project No.: 20-167 11-2-20 Page 3 Table 2: Laboratory Test Results Summary Discussion of Expansive Soils The amount of volume change that results when a sample of soil or bedrock is inundated with water under a constant pressure is measured in the Denver swell -consolidation test as the swell/expansion or consolidation potential. The swell pressure is the amount of pressure that is then required to compress the sample back to the volume before inundation. The geotechnical engineering practice in the Colorado Front Range area uses a relative classification to evaluate the expansion potential of soil and bedrock. The expansion potential is categorized as low, moderate, high, or very high based on the swell potential. The following table presents the relative classifications. Additional information regarding risk is presented in Appendix A. Table 3: Summary of Risk Categories Slab Performance Risk Category Representative Percent Swell (500 psf Surcharge) Representative Percent Swell (1000 psf Surcharge) Dry Material Swell Swell 3 to < 5 Sample Depth Moisture Density Passing No. 200 Potential Pressure Swell No. (feet) Content (%) (pcf) Sieve (%) N (psf) Risk HB -1 3 14.5 108 50 -0.3 N/A N/A HB -1 5 7.7 101 15 - Discussion of Expansive Soils The amount of volume change that results when a sample of soil or bedrock is inundated with water under a constant pressure is measured in the Denver swell -consolidation test as the swell/expansion or consolidation potential. The swell pressure is the amount of pressure that is then required to compress the sample back to the volume before inundation. The geotechnical engineering practice in the Colorado Front Range area uses a relative classification to evaluate the expansion potential of soil and bedrock. The expansion potential is categorized as low, moderate, high, or very high based on the swell potential. The following table presents the relative classifications. Additional information regarding risk is presented in Appendix A. Table 3: Summary of Risk Categories Slab Performance Risk Category Representative Percent Swell (500 psf Surcharge) Representative Percent Swell (1000 psf Surcharge) Low Oto<3 0to<2 Moderate 3 to < 5 2 to < 4 High 5to<8 4to<6 Very High 8 or greater 6 or greater Source: Colorado Association of Geotechnical Engineers, 1996. Note: The representative percent swell values presented are not necessarily measured values. Rather, they are a judgment of the swell of the soil and bedrock profile likely to influence slab performance. Site Preparation Prior to site grading, areas to be graded should be stripped of surface vegetation, topsoil, debris and other deleterious material. Stripped materials should be wasted off site in accordance with applicable regulations. However, non -hazardous stripped soil with vegetation can be used as shallow fill in non- structural, landscaped areas of the site. All manmade fill, or demolition debris should be removed from below the planned foundations and floor slabs and replaced with properly compacted structural fill. Structural Fill Material: Imported structural fill material should be non -expansive at the recommended placement moisture content and density, classify as a coarse-grained material (sand or gravel) by the City of Cushman Geoscience LLC 747 Sheridan Blvd, Unit 4D, Lakewood, Colorado 80214 Wheat Ridge Building Division Geotechnical Engineering Report Project No.: 20-167 11-2-20 Page 4 Unified Soil Classification System (USCS), and have a liquid limit less than 40 and a plasticity index less than 20. Frozen material, ice, snow, cobbles and boulders larger than 3 inches, debris and other deleterious material should be excluded from fill materials. CG should be contacted to test and evaluate whether proposed on-site or imported materials are suitable structural fill. Suitable imported structural materials would be: CDOT Class 5 or 6 road base, CDOT Class 1 Structure Backfill, or a manufactured 'crusher fines' material. Imported materials should be approved by the Geotechnical Engineer. Fill Placement: Structural fill should be placed in lifts 8 inches or less in loose thickness, moisture conditioned and compacted to 95 percent or more of the standard Proctor Maximum Dry Density (MDD). Fill which classifies as silt, sand or gravel by the USCS should be moisture conditioned to within 2 percentage points of Optimum Moisture Content (OMC), and fill which classifies as clay by the USCS should be moisture conditioned to within OMC to 4 percentage points above OMC. Fill in non-structural areas should be compacted to at least 90 percent of the MDD. Site Excavation The soils classify as Type B soils per the OSHA Excavation Guide. All excavation slopes are to be laid back at a maximum 45 -degree angle (1:1 Horizontal to Vertical). The excavations should be performed under the supervision of the contractors 'Competent Person' per the OSHA Excavation Guide. The slopes may require to be further laid back if seepage or instability is observed in the foundation excavations. The contractor should manage construction traffic and the placement of excavation spoils to maintain excavation slope stability. If site constraints prevent appropriate excavation sloping, the foundation excavation can be shored using drilled concrete piers. Our office can prepare an excavation shoring design for this project if required. Foundation Recommendations A spread footing foundation supported on native soils or properly compacted structural fill is recommended to support the proposed structure. The existing foundation was observed to be a shallow foundation. Matching existing and new/addition foundation types is recommended. The new foundations should be designed based on a maximum allowable soil bearing pressure of: • 1,500 pounds per square foot (psf) at the crawlspace elevation. Additional spread footing foundation design and construction considerations: 1. Total movement is estimated to be 1 inch or less, and differential movements are expected to be to % of the total movements. 2. Spread footings should have a minimum width of 16 inches for continuous footings placed on material as described above, and 24 inches for isolated pads. City of Cushman Geoscience LLC 747 Sheridan Blvd, Unit 4D, Lakewood, Colorado 80214 Wheat Ridge Building Division Geotechnical Engineering Report Project No.: 20-167 11-2-20 Page 5 3. Footing should have a minimum embedment (soil cover) of 1 foot for bearing capacity considerations. 4. Footings placed beneath unheated areas should have at least 36 inches of covering soils to protect from frost. This depth should be verified with the local building department. 5. Lateral resistance to the spread footings is based on both friction between the footing and its subsoil and passive earth pressures of the soils on the side of the footing. An ultimate coefficient of friction of 0.40, and a passive pressure based on an equivalent fluid weight of 240 pcf for the onsite soils is recommended. 6. The foundation system should be reinforced to span an unsupported length of 10 feet. 7. Some areas of soft and/or loose soils may be encountered in the foundation excavations. Soft or disturbed soils observed in the foundation excavation should be compacted in place or removed and replaced with structural fill, as noted above in Site Preparation. 8. A representative of our office must observe the foundation excavations prior to foundation construction and/or fill placement. 9. The foundation excavation should be protected from runoff, and multiple wetting and drying cycles. Runoff into the foundation excavation should be avoided. 10. Type II cement should be used in all concrete on this site. Foundation Walls Foundation walls which are laterally supported and expected to undergo a minimal amount of movement should be designed with a lateral "at -rest' earth pressure of 50 pcf if the onsite soils are used as backfill. Topsoil should not be used as backfill. The earth pressure can be reduced to 35 pcf for "active" conditions where significant wall deflection can occur, such as at site retaining walls. A passive pressure based on an equivalent fluid weight of 240 pcf for is recommended. These pressures assume drained conditions behind the foundation walls. The buildup of water behind a foundation wall will increase the lateral pressures on the wall. All foundation walls should be designed for appropriate hydrostatic and surcharge pressures such as: adjacent buildings, traffic, construction materials and equipment. Foundation Wall Backfill Placement: In landscape areas, foundation wall backfill should be compacted to at least 90% percent of the standard proctor maximum dry density (ASTM D 698) near the optimum moisture content (OMC). In areas of external and interior flatwork (i.e. sidewalks, driveways, garage slabs), foundation wall backfill should be compacted to at least 95% percent of the standard proctor maximum dry density (ASTM D 698) at or slightly above the optimum moisture content. City of Wheat Ridge Cushman Geoscience LLC 747 Sheridan Blvd, Unit 4D, Lakewood, Colorado 80214 Building Division Geotechnical Engineering Report Project No.: 20-167 11-2-20 Page 6 Floor Slabs (If Applicable) Because a hand boring was performed on this site, the potential floor slab movement with a typical 20 - foot depth of wetting cannot be quantitatively determined. Based on our evaluation, the risk of slab heave at the ground surface appears to be low in the addition area. Past performance of existing slabs on grade should be considered when evaluating the risk of slab on grade performance for this site. Structural floors over a crawlspace or a structural slab over a minimum 12 -inch void space should be used if this potential movement is not acceptable to the owner or builder. Slab Design: To reduce the effects of differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints that allow for unrestrained vertical movement. Partitions should not be designed or constructed to bear on slabs supported on grade. A 3 -inch void should be established below or above partitions during construction and monitored and maintained by the owner after construction. The void space can be covered with a molding strip that is not attached to the partition. Joint spacing should be determined based on floor thickness, nominal aggregate size, slump, and be consistent with the recognized guidelines such as the Portland Cement Association and the American Concrete Institute. ACI recommends that control joints be spaced no more than 3 feet per inch of slab thickness (12 feet for a 4 -inch thick slab). Control joints should also be established 3 feet from foundation walls. Control joints should be continuous across slabs sections. Concrete slabs should be properly cured using curing compound or water. Cracks and movement of the slabs supported on grade can be transmitted through rigid floor coverings. Performance expectations should be taken into consideration in the selection of floor slab coverings. Floor Slab Subgrade: Some areas of soft and/or loose soils may be encountered in the floor slab areas. Some subgrade improvement of these materials may be required at the time of excavation as directed by the engineer. Soft or disturbed soils observed in the excavation should be compacted on grade or removed and replaced with structural fill. Any fill placed below structural areas should consist of granular, non - expansive soil compacted to at least 95% of the standard Proctor maximum dry density (ASTM D 698) near the optimum moisture content. Plastic Moisture BarrierorGrave/Layer: Unless the soil is well drained, it is recommended that basement slabs, and slabs -on -grade in finished or usable living space, be protected from moisture with a vapor barrier and 4 -inch gravel layer. The soils on this site are not well drained. Applicable building codes may require these items. Interior Plumbing: All plumbing lines should be tested for leaks. Where plumbing lines enter through the slab, positive breaks should be provided. Connections to mechanical equipment should be flexible. Radon Radon may be a potential concern in Colorado. If a crawlspace is constructed it should be well ventilated. If a gravel layer is placed beneath the floor slab it can be incorporated into a radon abatement system if this becomes necessary in the future. The local building department should be contacted for more City of Cushman Geoscience LLC 747 Sheridan Blvd, Unit 4D, Lakewood, Colorado 80214 Wheat Ridge Building Division Geotechnical Engineering Report Project No.: 20-167 11-2-20 Page 7 information regarding radon issues in this area. Radon Prevention methods should conform to EPA Radon Mitigation Standards: EPA 402-R-93-078, October 1993 and revised April 1994. Radon levels in the existing structure should also be considered when evaluating the need for a radon mitigation system for the new structure. Mold Mold can develop in crawlspaces that become damp under certain conditions. If a crawlspace is constructed, it should be well ventilated. A vapor barrier should be placed on exposed soil to help control indoor moisture levels and should be sealed at the edges and seams. A professional hygienist should be contacted to address any potential mold concerns and mitigation methods. Refer toA Brief Guide to Mold, Moisture and Your Home for additional information: EPA 402-K-02-003, dated September2010, for more information. Crawlspace Recommendations A health and safety professional with experience in the design of crawlspaces can be consulted to provide recommendations to reduce moisture infiltration into crawlspaces. Such recommendations may include lining the crawlspace with polyethylene plastic that is sealed and mechanically attached to the foundation. Plastic should not be attached to the foundation within 6 inches of untreated wood members of the framing or flooring. Also, plastic should not be attached to metal framing members such as column posts but can be attached to concrete foundations supporting column posts. Subsurface Drainage (if Applicable) It is recommended that below grade, finished or usable living space be protected from surface water infiltration with a perimeter drain system. The drainage system can be either an interior or exterior type. Details of typical drainage systems are presented in Appendix B. CG understands such space is not planned. Surface Drainage The following drainage precautions should be observed and maintained at all times during and after construction: 1. Excessive wetting of the foundation excavation and sub -floor soils should be avoided. 2. Exterior backfill should be placed as recommended herein. 3. The ground should be sloped away from the building. A minimum slope 10% in the first 5 to 10 feet in landscaped areas and 3% in paved areas is recommended. City of Cushman Geoscience LLC 747 Sheridan Blvd, Unit 4D, Lakewood, Colorado 80214 Wheat Ridge Building Division Geotechnical Engineering Report Project No.: 20-167 11-2-20 Page 8 4. If a 10 foot zone is not possible, then a well-defined swale should be created a minimum of 5 feet from the foundation and sloped parallel with the wall with a minimum slope of 1 percent to intercept the surface water and transport it around and away from the structure. 5. Homeowners must maintain the surface grading and drainage recommended in this report to help prevent water from being directed toward and/or ponding near the foundations. Failure to maintain positive surface drainage away from the structure may result in localized differential vertical movement of foundations and slabs. 6. Roof downspouts should discharge well beyond foundation wall backfill zones. 7. Plastic membranes should not be placed adjacent to the foundation walls. A pervious textile should be used to control weed growth. 8. Any settling of foundation or foundation wall backfill should be re -graded to maintain the slopes noted above. Exterior Flatwork The subgrade soils should be scarified and compacted to at least 95% of the standard Proctor maximum dry density near the optimum moisture content in areas of driveway pavement or approach apron for a garage, if constructed. Proof -rolling of these areas is recommended. Soft and deflecting areas should be removed and replaced with properly compacted fill. Limitations and Exclusions This study has been conducted in accordance with generally accepted geotechnical engineering practices using the degree of care and skill ordinarily exercised by members of the same profession currently practicing under the same or similar circumstances in this area, and for use by the client for design purposes at the named site. CG makes no warranties, expressed or implied. The conclusions and recommendations presented in this report are based on the data obtained from the subsurface evaluation and the proposed construction. An additional discussion of the limitations of geotechnical engineering practices is presented in Appendix A. An environmental assessment (ESA Phase I or 11) of the site is outside our scope of work for this project. This report should also not be considered as an indication of the absence of or as an evaluation of any potential environmental, geologic or mining hazards for the subject site. If during construction, fill, soil or water conditions appear to be different than that presented in this report, CG should be contacted to reevaluate the recommendations presented herein as necessary. A representative of our office must observe foundation excavations, pier installation, backfill operations, and foundation bearing strata, as applicable, in order to confirm the recommendations of this report. If you have any questions regarding this report, please contact our office. City of Cushman Geoscience LLC 747 Sheridan Blvd, Unit 4D, Lakewood, Colorado 80214 Wheat Ridge Building Division Cushman Geoscience LLC Prepared by: Joshua T. Clyne, E.I. Geotechnical Engineer Geotechnical Engineering Report Project No.: 20-167 11-2-20 Page 9 Reviewed by: Charlotte Van Voast, P.E. Project Engineer Attachments — Figures 1.0 through 2.0 Appendix A— Important Information about This Report Appendix B - Foundation Drain Details ,lO+te Digitally signed by Charlotte Van Voast VoastDate: 2020.11.02 15:48:36 -05'00' Distribution: Digitally Stamped PDF via email to addressee, printed copies mailed upon request References Foundations and Earth Structures, Naval Facilities Engineering Command Design Manuals 7.01 and 7.02, 09-01-1986 Guideline for Slab Performance Risk Evaluation and Residential Basement Floor System Recommendations, Colorado Association of Geotechnical Engineers, 1996. City of Cushman Geoscience LLC 747 Sheridan Blvd, Unit 4D, Lakewood, Colorado 80214 Wheat Ridge Building Division NOTES. 1) Notto Scale 2) ® Indicates l ocati on of exploratory test boring. City of heat Ridge Building Division ME t E' eOrd And writ • :a by 1 10, TIS: IA 16 qor Cls ` I ^KUa ... 1l y 2 and J a T<� dx to rnvcr „•no clap op 44i I�ff `w jt 114 TK,li r i � 3. r.lav 1. Tirjn 14 xnn-.snnn - ? coil 39 sand and. gfavel TKch, 4 JI € ri Qes EOLIAN SAND (HOLOCENE AND PLEISTOCENE)—Light brown fine sand, sandy silt, and clay. In some localities may contain large amounts of clay and silty day. Crossbedded in some places, but generally structureless. Generally less than 10 feet (3 m) thick, but locally may oe as much as 30 feet (9 m) thick OSITE LOCATION SOURCE: Lindvall, R.M, 1979, Geologic map of the Arvada quadrangle. Adams. Denver. and Jefferson Counties, Colorado: U.S. Geological Survey, Geologic Quadrangle Map GQ - 1453 GEOSCIENCE City of Wheat Ridge Building Division V of Wheat Ridge Building Division 6.0 5.0 4.0 3.0 2.0 0 1.0 0.0 E > -1.0 0 -2.0 CL E -3.0 Cn -4.0 -5.0 -6.0 -7.0 -8.0 100 Vertical Pressure 10000 (PSF) Sample Description: Clay, very sand Boring No. 1-113-1 Moisture Content % 14.5 Depth ft3 Dry Density c 108 Swell % -0.3 Swell Pressure s N/A CUSHMAN GEOSCIENCE 3475 Otis Street, Wheat Ridge, CO Project No. 20-167 SWELL -CONSOLIDATION TEST IFigure No. 2.0 ' V of Wheat Ridge Building Division Appendix A Important Information about this Report The data collected by Cushman Geoscience LLC (CG) during this geotechnical exploration was used to provide geotechnical information and recommendations based on subsurface conditions for the site evaluated, the potential effects of those conditions on the proposed structure, and recommended foundation type for the proposed structure. The stratification lines shown on the boring log(s) are approximate and actual transitions between materials may be more gradual or more rapid than indicated on the boring log(s). Actual subsurface conditions encountered during construction may differ from the subsurface conditions presented herein. This uncertainty can not be eliminated due the variable nature of geologic conditions. Material characteristics and engineering properties of soil and bedrock may vary between samples and between borings. The actual material characteristics and engineering properties of the soil or bedrock may differ from interpretations based on sampled soil and bedrock. Quantitative conclusions prior to construction regarding the geotechnical performance of a structure are not possible due to the potential variability of subsurface conditions. Engineering judgment and experience are used to evaluate the most likely geotechnical performance of the structure and provide geotechnical recommendations for the structure. There are no guaranties or warranties implied or expressed. The owner and client must understand that uncertainties are associated with geotechnical engineering and must determine the level of risk they are willing to accept for the proposed construction. The level of risk can be reduced, but not eliminated by more extensive exploration and sampling of the site and additional laboratory testing, which would cost more money and take more time. To reduce the level of uncertainty, the report should only be used by the referenced client for the referenced project and the construction described in the report unless authorized in writing by CG. CG should be consulted to review changes to the proposed construction such as the nature, size, configuration, orientation, location or weight of proposed improvements. Additionally, the practice of geotechnical engineering is continually developing knowledge and experience, and it must be understood that recommendations are based on the state of the practice at the location and time the report was prepared. The report should not be used more than three years after issuance unless reviewed and revised if needed by CG. The geotechnical engineering practice in the Colorado Front Range area uses a relative classification to evaluate the expansive potential of soils and bedrock. The expansive potential is categorized as low, medium, high or very high based on the swell potential. The following table presents the relative classifications. Table No. 1 - Risk Categories Slab Performance Risk Category Representative Percent Swell (500 psf Surcharge) Representative Percent Swell (1000 psf Surcharge) Low 0 to< 3 0 to< 2 Moderate 3 to < 5 2 to < 4 High 5 to < 8 4 to < 6 Very High 8 or greater 6 or greater Source: Colorado Association of Geotechnical Engineers, "Guideline for Slab Performance Risk Evaluation and Residential Basement Floor System Recommendations (Denver Metropolitan Area), December 1996 The slab performance generally associated with the slab performance risk categories are as follows: City of Wheat Ridge Building Division Appendix A Important Information about this Report Page 2 Low slab cracking, differential movement and heave Moderate slab cracking, differential movement and heave, partial framing void and furnace plenum closure High to Very High large slab cracking, differential movement and heave, closed framing void and furnace plenum Note: More or less damage can occur in any risk category due to the variable nature of soil and bedrock. It is important to note that measured swell or expansion is not the only criteria used in developing foundation and floor recommendations. Other factors considered in the development of foundation and floor recommendations are: a. Soil and bedrock variability, b. Stratigraphy, c. Groundwater depth during field activities and potential groundwater depth after construction, d. Surface water features and site drainage, e. Post construction landscaping and irrigation conditions, I. Construction details and proposed use, and g. Local experience. Landscaping of the site following construction and owner maintenance will greatly affect the performance of structures on sites with expansive soil or bedrock. Typically, moisture contents of subsurface soils and bedrock increase after construction due to surface irrigation and the cut off of evaporation that occurs when a slab or building is constructed. Poor owner maintenance, such as ground surfaces sloping towards foundations or slabs and irrigated landscaping adjacent to buildings, will increase the potential for slab and foundation movement by increasing the potential for moisture content changes in the subsurface soils. The property owner or buyer, and anyone he or she plans to sell the house to, must understand the risks associated with construction in areas with expansive soils and must assume the responsibility for maintenance of the structure and the site. The owner and prospective purchasers should review "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners," a special publication (SP43) of the Colorado Geological Survey, which helps homebuyers and homeowner understand and take measures to reduce the potential for damage due to expansive soils. City of Wheat Ridge Building Division APPENDIX B FOUNDATION DRAIN DETAILS City of Wheat Ridge Building Division T.O. B.O. 1' EXTERIOR WALL (DESIGN BY OTHERS) FLOOR FRAMING (DESIGN BY OTHERS) RE: GEOTECH REPORT FOR EXCAVATION AND BACKFILL RECOMMENDATIONS DAMPPROOF (OR WATERPROOF AS REQ -D) EXTERIOR SURFACE OF WALL FROM TOP OF FOOTING TO ABOVE GROUND LEVEL, PREPARE WALL SURFACE (I.E. PATCH HOLES AND REMOVE FORM TIES) AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS LINE TRENCH WITH MIN. 10 MIL PLASTIC SHEETING, MECHANICALLY ATTACH SHEETING TO FOUNDATION WALL PER MANUFACTURER'S RECOMMENDATIONS COVER/WRAP GRAVEL W/ NON -WOVEN GEOTEXTILE FABRIC 4"0 PERFORATED, SCHEDULE 40, PIPE TRENCH SHOULD BE A MIN. 12" WIDE W/ MIN. 6" GRAVEL ABOVE PIPE AND MIN. 2" BELOW PIPE, FILL TRENCH WITH CLEAN GRAVEL W/ 100% PASSING 112" SIEVE 10% OR LESS PASSING THE NO. 4 SIEVE, & 3% OR LESS PASSING THE NO. 200 SIEVE BASE OF TRENCH TO BE 12" BELOW TOP OF SLAB AT HIGH POINT AND SLOPE MIN. 8'/FOOT TO A SUMP PIT OR OUTFALL DO NOT DIG TRENCH BELOW AN IMAGINARY PLANE EXTENDING FROM THE BOTTOM OF THE FOOTING AT A 450 ANGLE FROM VERTICAL MIN. 10 SLOPE IN LANDSCAPED AREAS MIN. 3% SLOPE IN PAVED ARES aQ ° 4 a REINFORCED CONCRETE FOUNDATION WALL (DESIGN BY OTHERS), SEE GEOTECH REPORT FOR DESIGN CRITERIA STRUCTURAL FLOOR (DESIGN BY OTHERS) RE: GEOTECH REPORT FOR BASEMENT FLOOR TYPE RECOMMENDATIONS (LE. STRUCTURAL FLOOR OR SLAB ON GRADE) A DRAIN DETAIL F 1/2" = 1'-0" 1' MIN. B DRAIN DIMENSIONS SLAB ON GRADE (DESIGN BY OTHERS), W/ VAPOR BARRIER (PER CODE) RE: GEOTECH REPORT FOR FOR SUB -SLAB DRAINAGE RECOMMENDATIONS (IF REQ'D) MIN. 4" OF GRAVEL OR CRUSHED STONE CONTAINING NOT MORE THAN 10% PASSING A NO. 4 SIEVE, PER CODE REINFORCED CONCRETE SPREAD FOOTING (DESIGN BY OTHERS), SEE GEOTECH REPORT FOR DESIGN CRITERIA NATIVE SOIL OR PROPERLY COMPACTED STRUCTURAL FILL, RE: GEOTECH REPORT FOR ADDITIONAL INFORMATION AND SPECIFICATIONS City of Wheat Ridge Building Division CUSHMAN GECISCIENCE EXTERIOR DRAIN - FOOTING FOUNDATION FIGURE NO. 4.0-F LLC EXTERIOR WALL (DESIGN BY OTHERS) FLOOR FRAMING (DESIGN BY OTHERS) AS MIN .M N 3% SLE IN LANDSCAPED EAS OP N PAVED AREA RE: GEOTECH REPORT FOR EXCAVATION AND BACKFILL RECOMMENDATIONS DAMPPROOF (OR WATERPROOF AS REQ -D) EXTERIOR SURFACE OF WALL FROM TOP OF FOOTING TO ABOVE GROUND LEVEL, PREPARE WALL SURFACE (I.E. PATCH HOLES AND REMOVE FORM TIES) AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS REINFORCED CONCRETE SPREAD FOOTING (DESIGN BY OTHERS), SEE GEOTECH REPORT FOR DESIGN CRITERIA NATIVE SOIL OR PROPERLY COMPACTED STRUCTURAL FILL, RE: GEOTECH REPORT FOR ADDITIONAL INFORMATION AND SPECIFICATIONS DO NOT DIG TRENCH BELOW AN IMAGINARY PLANE EXTENDING FROM THE BOTTOM OF THE FOOTING AT A 450 ANGLE FROM VERTICAL A DRAIN DETAIL 4.1-F 1/2" = 1'-0" B DRAIN DIMENSIONS 4.1-F 3/4" = 1'-0" B TO :NCH IN. REINFORCED CONCRETE FOUNDATION WALL (DESIGN BY OTHERS), SEE GEOTECH REPORT FOR DESIGN CRITERIA STRUCTURAL FLOOR (DESIGN BY OTHERS) RE: GEOTECH REPORT FOR BASEMENT FLOOR TYPE RECOMMENDATIONS (I.E. STRUCTURAL FLOOR OR SLAB ON GRADE) SLAB ON GRADE (DESIGN BY OTHERS), W/ VAPOR BARRIER (PER CODE) MIN. 4" OF GRAVEL OR CRUSHED STONE CONTAINING NOT MORE THAN 10% PASSING A NO. 4 SIEVE, PER CODE RE: GEOTECH REPORT FOR FOR SUB -SLAB DRAINAGE RECOMMENDATIONS (IF REQ'D) 4"0 PERFORATED, SCHEDULE 40, PIPE TRENCH SHOULD BE A MIN. 12" WIDE W/ MIN. 6" GRAVEL ABOVE PIPE AND MIN. 2" BELOW PIPE, FILL TRENCH WITH CLEAN GRAVEL W/ 100% PASSING 112' SIEVE, 10% OR LESS PASSING THE NO. 4 SIEVE, & 3% OR LESS PASSING THE NO. 200 SIEVE WRAP GRAVEL W/ NON -WOVEN GEOTEXTILE FABRIC BASE OF TRENCH TO BE 12" BELOW TOP OF SLAB AT HIGH POINT AND SLOPE MIN. 8'/FOOT TO A SUMP PIT OR OUTFALL City of Wheat Ridge Building Division CUSHMAN GEOSCIENCE INTERIOR DRAIN - FOOTING FOUNDATION FIGURE NO. 4.1-F LLC Inspection Type: Job Address: Permit Number: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE j No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE // Building Inspection Division J (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 1u ' Job Address: �15 Ut _ s Permit Number: c_.�(]a cl U 3 t C i (✓� }r nv ❑ No one available for inspection: Time Xcl i AM/PM Re -Inspection required: Yes No 'When corrections are complete, schedule re -inspection online. Datert 1-i 0} k.; Inspector: DO NOT REMOVE THIS NOT/CE i CITY OF WHEAT RIDGE ��� Building Inspection Division I (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: d(>010 C> 1Ci • SSP No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: httpLflwww.ci. wheatridge.co.usrnspection Date: Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division r (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 5 Li" 0 , Permit Number: i3 aU 0 i cf c i ❑ No one available for inspection: Time, AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: httpl/www.ci. wheatridge.co.usdnspection Date: L. 1 ! �'" Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type- _ Job Address: Permit Number: { ❑ No one available for_ inspection: Timet -�LPM Re -Inspection required/` Yes J No When corrections have been made, s du re -i pection online at: http✓/www.ci.wheatridge.co.us4nspe o Date �.peOo � i DO NOT REI VE THIS NOTICE', V i CITY OF WHEAT RIDGE Building Inspection Division r (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: i ❑ No one available for inspection: Time AM/PM Re -Inspection required: <Yes' • No When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge. co. usAnspection Date:L2 Anspector: DO NOT REMOVE THIS NOTICE A 4' CITY OF WHEAT RIDGE ��Building Inspection Division Pa _ Inspection line (303i-2855_0ffice • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time I / � AN(Ni6M Re -Inspection required: Yes. -'No . f *When corrections have been made, calf for re -inspection at 303-234-5933 Date: _" ,7 --,77 Inspector: DO NOT REMOVE THIS NOTICE ❑ No one available for inspection: Timet:�" __ A M%N Re -Inspection required: Yes No When corrections have been made, dij1 for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division 3 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax ZL j_ � INSPECTION NOTICE_ Inspection Type: m -f Job Address: Permit Number:-Y��,..�,�� r ❑ No one available for inspection: Timet:�" __ A M%N Re -Inspection required: Yes No When corrections have been made, dij1 for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE � ► � i City of Wheat Ridge Residential Remodel PERMIT - 202001901 PERMIT NO: 202001901 ISSUED: 11/16/2020 JOB ADDRESS: 3475 Otis St EXPIRES: 11/16/2021 JOB DESCRIPTION: Converting an unfinished attached one car garage to an artist studio and powder room. To include one toilet two sinks. Sq Ft: 244 *** CONTACTS *** OWNER (720)254-6302 ROMERO REBECCA D GC (303)887-4502 SHANVE MCKAY 202208 DUTCHMAN REMODELING INC SUB (303)886-3475 THAYNE AND KAYLENE DAVIS 202219 GTD ELECTRIC SUB (720)364-8490 SANTOS F. MORALES 110147 MOR PLUMBING LLC SUB (303)513-2633 JEREMIAH C WARDRIP 202214 PLAINS 2 PEAKS *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 45,000.00 FEES Total Valuation 0.00 Plan Review Fee 436.83 Use Tax 945.00 Permit Fee 672.05 ** TOTAL ** 21053.88 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. 1* ► � i City of Wheat Ridge '/� Residential Remodel PERMIT - 202001901 PERMIT NO: 202001901 ISSUED: 11/16/2020 JOB ADDRESS: 3475 Otis St EXPIRES: 11/16/2021 JOB DESCRIPTION: Converting an unfinished attached one car garage to an artist studio and powder room. To include one toilet two sinks. Sq Ft: 244 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain thispermit and perform the work described and approved in conjunction with this,permrt. I further attest that I am leg ally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Residential Interior Remodel Date: Tuesday, September 22, 2020 8:36:58 PM Residential Interior Remodel This application is exclusively for Residential Interior Remodels and other scopes of work which do not have a specific form already available. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 3475 Otis St. Wheat Ridge, Colo 80033 Property Owner Name REBECCA ROMERO Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" 720-254-6302 violetcrowcr8s@yahoo.com oavment autorizationform072.i)df APPLICANT INFORMATION Applicant Name DUTCHMAN REMODELING INC. /SHANE MCKAY What is your role in the project? Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the General Contractor 202208 City of Wheat Ridge) Contact Phone Number 303-887-4502 (enter WITH dashes, eg 303-123-4567) Contact Email Address sshane.mckay@me.com for Plan Review Comments Retype Contractor sshane.mckay@me.com Email Address DESCRIPTION OF WORK Detailed Scope of Converting an unfinished attached one car garage to an artist Work - Provide a studio and powder room. To include one toilet two sinks, detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc Location of Work existing garage Square Footage Area 244 of Work Being Performed Asbestos Report Field not completed. Upload letter size Field not completed. documents here Construction Plans 3475 Otis St ILC ndf scanned on 11'x17" or larger Project Value (contract 35,000 Valuation has value or cost of ALL increased to $45,000 materials and labor) per contractor. RS 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 Shane McKay Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. � 4 4� City of heat jcige COMMUNrry DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: (i 7 S wA �a Z�, C� I l C 0 1 General Contractor: ti' f-cr<r '�ILr c' r H --DCompany Name: / Contact Phone #t:>(-'C.-'�=' SLl 7� Wheat Ridge Contractor License #: State License #t: Master License #: L06 -?L) L- � L �f \G,o CL- ' �C — o , C Printed' Name of Authorized Agent turf of Authorized Agent (required field) oq - /Li- zU Date ►l� City Of "� Wh6atP4 dw m �ge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Plumbing Subcontractor This form must be completed &, signed by the PLUMBING SUBCONTRACTOR performing plumbing work- on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 3 �� % 5� DT � 5 S ,— 1.4JA f a t /c?, -d J r C Vic, C� General Contractor: c cL ►-, t, m p r i e �� : �� . ► � : • r 1 . � , � `T•Yi►CI�IT►i-�L•T:�' I:�I Il [17� Company Name: Q�'1 P1.j),U,6 tyr. ln/Qantact Phone fit: Wheat Ridge Contractor License: �� i (required held) State License: M. aster License fit: Printed Name of Authorized Agent 2/1 40 -- SI re- of A t Agent Date A City of `Wheat *dd COMMUNITY DEVELAPMENgeT SUBCONTRACTOR AUTHORIZATION FORM Mechanics! Subcontractor This form must he compicted & vgned by the MECHANICAL SUBCONTRACTOR 10 performing hwhanical wort: on stte- Subcrntrwtnr's imsurance and license must be up u> date ptux to permit cuuanec. Project Adtlretr: 317Z r--7-/_5 -5� Gentr,l Corttrsetor i FORM WILL. NOT RF ACCEPTED WITH MISSING ; INF )R`IATION S S/3�G Company N,tne: P14. (-,�,L� PMont,et Phate •:Ia g Wheat Ridge Ceetmio- Ll ,ow t ;re�dred lkid; WAOi Printed Nare of Artltortaed t Agent Date Randy Slusser From: Shane Mckay <sshane.mckay@me.com> Sent: Friday, November 6, 2020 9:41 AM To: Randy Slusser Subject: Re: 3475 Otis Street Randy, Thank you, The garage has gone up to 45,000 Thank you, Shane McKay Dutchman Remodeling Inc. 303-887-4502 On Nov 6, 2020, at 8:41 AM, Randy Slusser <rslusser@ci.wheatridge.co.us> wrote: Thank you Shane. I will proceed with approving the garage conversion only. Can you please verify that the $35,000 you listed as the valuation of the project is only for the garage? Randy Slusser, CBO Chief Building Official Building Division Office Phone: 303-235-2803 <image002. jpg> From: Shane Mckay <sshane.mckay@me.com> Sent: Friday, November 6, 2020 7:38 AM To: Randy Slusser <rslusser@ci.wheatridge.co.us> Subject: Re: 3475 Otis Street That would be great! My customer is anxious to get started. Thank you, Shane McKay Dutchman Remodeling Inc. 303-887-4502 On Nov 6, 2020, at 7:17 AM, Randy Slusser <rslusser(@ci.wheatridge.co.us> wrote: 1 Project Summary SCO oN Addifion Plane, wimarie," For 3475ou St Meat Ridge 0080 iar°Inc Ebmaa�l ssha�emckayy@aorearn Notes: Residential Addition Manual JS on addition only Mini Split Heat and Cool Weather Winter Design Conditions Outshone J" Have tlb 70 " Design TO n " Heating Summary Denver, CO, US Structure 19291 Btu Ducts 0 Btu Central vvent(SERW2%12OUR 245 Btu b Hu mid Ud�catioonavary 0 Btu Piping 0 Btu Equipment load 14586 Btu Infiltration Method Simplified Fireplaruchon qualify Average ces 0 Asa( xea7conq volume(Rs 71249 1Y2G4 T1Y2G4 Anmangesroour 861 832 Equiv AVF (dm) R 38 Heating Equipment Summary Make GREE Electric Appliances Inc of IDuhai Trade GREE Model MULT136HP23OVl AO AHRI of 7084898 Efficiency 82 HSPF Heating input Heating output 26000 BWh@W-F Temperature rise 62 " Actual air flow 500 ctm Airflow factor 8026 dm/Bruh Static pressure 0 In H2O Space thermostat Capacifybalance point= -18 °F DUN 3476 (mi hami Del 0006,2020 Btu Markilereft Summer Design Conditions Outside tlb 95 " Have tlb 75 " Design TO 20 " Daily ran e H 437 Relative Duds % Moisture difference 403 grAb Sensible Cooling Equipment Load Sizing Structure 6873 Btub Duds 0 awn Central vent (SERW2%12OUR n Btu Enargy ecbyary ton Cooling Equipment Blower 0 Btu Use manufacturer's data Equipmen senor lIsload 1 00 mpmen l 6949nBtuh Latent Cooling Equipment Load Sizing Structure 437 Btu Duds 0 Btu Central vent (LERWO%12UP) -132 Btu Enargy ecnv ary Equipment latent load 0 Btu Equipment Total Load SendaQ 6949 Btu Re glolal apao1y a168 SHR 67 ton Cooling Equipment Summary Make GREE Electric Appliances Inc of Studer Trade GREE Cond MULT136HP23OVl AO Coil CA812HP23OV1 CO (Two) AHRI of 7084898 ERiwenry 94 FEE, 16 SEER Sensiblecooling 20400 Btu Latent mo ling 3600 Btu Total cooling 24000 Btu Actual air flow 500 ctm Air flow factor 0073 dm/Bluh Static pressure 0 In H2O Load sensible heal rano 160 Calculations approved by ACCAto meet all requirements of Manual J Ed Ed ailiff% wMbusR' eaneM Sufte Univ.... 19 0 20 rmm20525 a mnom ne.1 a a Mini 10i nL�nssI rue o SCO" I I Load Short Forth Addition For Shane El Dutchman Remodeling Inc 3475Otis St Meat Ridge, CO80033 Phone 303807-0562 Email shanemckay@aol cam J,I, 3476 Nor, int -Mi 1 0006,2020 Er. alarkilcurtut HEATING EQUIPMENT Hrg big Infiltration IDuhai Outside do I'D J 95 Method Simplified Inside do I'D 70 75 Construction qualify Average Design TE) I'D n 26 Fireplaces 0 Daily range - H Temperature rise 62 Inside humidity (%) 30 50 dm Airflow factor Moisture diRere ncc R r/Ib) 39 43 0 In H2O HEATING EQUIPMENT Make GREE Electric Appliances Inc of IDuhai Trade GREE He AVF (ctm) CIg AVF (ctm) Model MULT136HP230VlA0 165 5094 AHRI of 7084898 132 154 Powder Efficiency 82 HSPF 201 Healing input Storage 53 Heating output 26000 Bfuh@4]°F Temperature rise 62 " Actual air flow 500 dm Airflow factor 6026 ctm/Bfuh Static pressure 0 In H2O Space thermostat 68 APPROVED Capacilybalance point- -1B°F 51 1734 COOLING EQUIPMENT Make GREE Electric Appliances Inc of Studer Tatle GREE Cond MULT136HP230VlA0 Coil CAS 12 IT PROOV1 CO its, a) AHRI a1 7084898 Efficiency 94 FEE, 16 SEER Sensible cooling 20400 Btu Latent mo ling 3600 Btu Total cooling 24000 Btu Actual air flow 500 ctm Air flow factor 6073 ctm/Bfuh Static pressure 0 In H2O Load sensible heal rano 160 ROOM NAME Area (ff) He load (Bfuh) Clgload (Bfuh) He AVF (ctm) CIg AVF (ctm) AT Studio 165 5094 2119 132 154 Powder 51 1092 201 '° 11 Storage 53 1139 21Ip�� Living Room N] 4299 215 V✓I1ca4.L"� Bedroom 181 3666 95 war fe DEWinn Bath 83 2267 68 APPROVED Closet 51 1734 E& BE briguni Randy Slusseleo 11/05/2020 Approved for garage ATIVidesion only Calculations approved by ACCAto meet all requirements of Manual J 8th Eda #w ,r�:;ee)Un i 2019 a 190 rR..2oo.n�.e aoaba� R Addition 792 19291 6873 500 500 Other equip loads 295 77 Equip. @ 1.00 RSM 6949 Latent cooling 0 V I/LJ 104 IJOOU U040 ODU ODU City of Wheat Ridge Soldlitalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Building Division wWyhtsoft- Right -Suite® Universal 2019 19.0.20 RSU20525 ...s St_ ManJS_100620\3475 Otis St_ManJS_100620.rup Calc = MJ8 Front Door faces: E 2020 -Oct -06 10:42:22 Page 2 Building Analysis SCO tee. Addition seem, limemal Job 3476 Unit hei... Del 0006,2020 Btu Morelli For Shane McKay Dutchman PerriInc Btu h % of load Walls 3475Otis St Meat Ridge, CO 4211 217 G as no 23 1 Phone 303087 4502 15 5 Email shanemckay@aol cam Ceilings 1 1 837 120 1111NEPTIMITillorliffn ". Location: Indoor: Heating Cooling Denver CO US Indoor temperature I'D 70 75 Elevation: 1316 n 1 1 Design TE) I'D n 20 Latitude : 40°N Ventilation Relative humidity y% 30 50 Outdoor: Heating Cooling Moisture tliRerenm tob) 39.0 -425 DrybulbIT) -1 95 Infiltration: Dallddpttrange °P - 27 (H ) MerM1otl Simplified nib ]6 quality Wnd speed(mph) ]5 Firepplaceson Overage Component an UP Btu h % of load Walls 4 1 4211 217 G as no 23 1 3036 15 5 Ceilings 1 1 837 120 Ventilation 77 1 1 Internal gains 1860 268 Ventilation 295 1 5 Adjustments 0 Total 19586 loon Component got Btu h % of load G as no 15 6 2047 29 5 Ceilings 1 1 837 120 Ventilation 77 1 1 Internal gains 1860 268 Adjustments 0 Total 6949 loon Latent Cooling Load -0 DW h Overall U value -0071 Brit -°F Data entries checked new do ne Gj Must an otv or Wheat Ridge cr irauwav,h,..III Division H eanrem 2020 core 104222 .ccw sa Mery 100—no� eervse0 Universal roto=MB rmm Faeroese. e a,aa Job 3476 Ol SCO"I I Component Constructions Iname, 0006,2020 °y MissourinJ5100 Addition Panitions (none) Wntlows d n 26 0300 (SHco-o30) m%blmaras medium 50% outdoor livectscreen ; / ft, 22 0300 For Shane McKay Dutchman Remodeling Inc as 14 0300 all 3475 Otis St Meat Ridge, C080033 0300 n 3° °3°° medium; % outdoor lvect screen (SHcoo30)m blinds as m Phone. 3038874502 0 231 °s ry bead of 937 354 Doom Email shanemckay@a"I c"m 11 DO Door ed so type a 20 0390 CeilingsDtal r Pro spend deaden shingles met mat r 49 car ins ge gypsurn 792 0021 Location: Indoor: Heating Cooling Denver Co, US 34 Indoor temperature I'D 70 75 Elevation: 7318n 81 Design roI'D n 20 Latitude : 40°N Relative humidity (S.) 30 50 Outdoor: Heating Cooling Moisture difference gr/Ib) 39.0 -425 Diablo IT) -➢ 95 Infiltration: Dallyange I'D - 27 (H) Method Simplified Edetbulb I'D 59 ConDrudion quality Average Wind speed (mph) 7 5 7 5 Fireplaces 0 Construction descriptions or NONE " 'im_r Iols uim r lull It., Walls DISS11 Rm,zI,,:,DlA succeeded 20 .... no 1A deform n 260 0059 200 454 1183 1 36 354 board int red 2 DO soon Um 16 o , add a 69 0059 200 454 312 1 36 93 1 490 0059 200 454 2227 1 36 667 as 117 0059 200 454 529 1 36 158 111 935 0059 200 454 4251 1 36 1272 Panitions (none) Wntlows d n 26 0300 (SHco-o30) m%blmaras medium 50% outdoor livectscreen ; / ft, 22 0300 head of 1 32 0300 as 14 0300 all 94 0300 n 3° °3°° medium; % outdoor lvect screen (SHcoo30)m blinds as m 1693 0 231 °s ry bead of 937 354 Doom 11 DO Door ed so type a 20 0390 CeilingsDtal Pro spend deaden shingles met mat r 49 car ins ge gypsurn 792 0021 declare red nae Balser ,heavy dryG,lam damp per Graven deNh, bin 34 1180 shorten 22BlOvpem Balser heavy dry or lam damp soil Gravel UO 81 0388 edge ins hid ed Ir fri 19 19 0 20 RSU20525 �. � w i°°am this G Use 100620 me yCap Us rmm moezrez e 0 231 601 937 244 0 231 501 276 598 0 231 739 145 465 0 231 323 276 387 0 231 2164 181 1693 0 231 873 937 354 0 300 601 109 219 490 1 58 1251 1 06 837 100 273 2364 0 0 aro Of Wheat Ridge 3476 SCO"I I AED Assessment °mare, 0006,2020 Y µrke[� nJ5100 Atltlition wnw®D� Maximum hourly glazing load exceeds average by 20.06. House has adequate exposure diversity (AED), based on AED limit of 306. AED excursion: 0 Btuh Bav °f Wheat Ridge i uvav, h.6v bearm.aye 6n Building Dkidoo -FIR wrightsecal .k�b. amine 1Co�"�ameaN.:"u`�o rue �o�o=Me Doo.tives E , �a.1 For Shane McKay Dutchman Remodeling Inc 3475 Oris St Meat Ridge, C080033 Phone. 3036874502 Email shanemckay@a"I c"m r Location: Indoor: Heating Cooling Denver Co, US Indoor temperature I'D 70 75 Elevation: 1316 n Design ro I'D n 20 Latitude : 40°N Relative humidity (S.) 30 50 Outdoor: Heating Cooling Moisture difference gr/Ib) 39.0 -425 DrybulbIT) -1 95 Infiltration: Dailyange I'D - n (D ) vwmum(°q 59 Wnd speed (mph) 75 75 wnw®D� Maximum hourly glazing load exceeds average by 20.06. House has adequate exposure diversity (AED), based on AED limit of 306. AED excursion: 0 Btuh Bav °f Wheat Ridge i uvav, h.6v bearm.aye 6n Building Dkidoo -FIR wrightsecal .k�b. amine 1Co�"�ameaN.:"u`�o rue �o�o=Me Doo.tives E , �a.1 q Manual S Compliance Report put, 3476 SCO"I I Inage, 0006,2020 mmi Addition she Mear .r..n Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH P Manuhtlu rer: GREE Electric AD ph Model MULTI36HP23OVlAO+CAS12HP23OVl CO(Two) Actual airflow: 500 dm For Shane McKay Dutchman Remodeling Inc 294%olload Latent capacity : 3600 Btu 0% of load Total capacity : 24000 Btu 3475Otis St Meat Ridge, C080033 Design Conditions Phone. 3038874502 Heat loss 19586 Btu Entering coil BE 693°F Indoor design BE 70o°F Email shanemckay@aol cam Design Conditions Outdoor design BE 95.0°F Sensible gain: 6949 Btu Entering coil BE 752°F Outdoo r desyq n WE 59.4°F Latent gain: 0 Btu Entering coil WB. 613°F Indoor design BE 750°F Total gain 6949 Btu InitaarPIT 50% Esti mate it a lutow: 500 dm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH P Manuhtlu rer: GREE Electric AD ph Model MULTI36HP23OVlAO+CAS12HP23OVl CO(Two) Actual airflow: 500 dm Sensible capacity : 20400 Btu 294%olload Latent capacity : 3600 Btu 0% of load Total capacity : 24000 Btu 345% of load SHR 85% Design Conditions Outdoor design BE 7O -F Heat loss 19586 Btu Entering coil BE 693°F Indoor design BE 70o°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH P Manufacturer: GREE Electric AD ph Model MULTI36HP23OVlAO+CAS12HP23OVl CO(Two) Actual airflow: 500 dm Output capacity : 26000 Btu 133%olload Capacity balance -18 °F Supplemental heat required 0 Btu Econ omit balance: 99 °F cil a Meets all requ lrements of AC CA Man ual A Wheat Ridge eulltllug DWlslor 42 22 A&..{.,er,�11 m.r..,o Me rRm000m� e aoaba� Pa Ria a mini 10i g mini 1nn6Rnruo o — Main Level Job #: 3475 Otis St_ManJS_100620 Performed by Mark Scott for: Shane McKay 3475 Otis St Wheat Ridge, CO 80033 Phone: 303-887-4502 sshanemckay@aol.com City of Wheat Ridge Building Division Scale: 1 : 104 Page 1 RightSuiteO Universal 2019 19.0.20 RSU20525 2020 -Oct -06 10:43:14 ...20\3475 Otis St ManJS 100620. Right.q Worksheet Job 3476 Ol St_ ll 100620 SCOL Addition Ead, 0006,2020 Er. Mal Wheat Ridge Calculations approved by PCC4ro meet all requirements of Manual J 8th Ed Mullah, Dahlon ' '~_Mnss 0620o475 DagRfMar �o ruptom=ws 20FrR rom mamdes E %mngm neer BbP 86Ap DanLLnue MM 9W Load }W Load mew a=!IIna Rul (h @aN (9 @�N Hed, cool Groag ORIS red, cool Groag ORIS red, alollC H Dural 0 059 e 454 1 3 11 6 312 93 11 69 312 93o 11 DO 0 390 e 30 03 10 9 2 2 601 219 2 20 601 219 �q �q c Ducal 0 021 1 58 1 0 79 79 1251 837 16 165 261 175 o)ae eaamon 14615 431 42041 1� 12 on Q7 63l 1 1 89 122 N m 0�1 13 maigaiuma@ 230PoPn230 ncedurer OR 500 lOnes 6tois) 1 1 1 192911 68731 1 1 50 MI r451 el cpyuae@m) Wheat Ridge Calculations approved by PCC4ro meet all requirements of Manual J 8th Ed Mullah, Dahlon ' '~_Mnss 0620o475 DagRfMar �o ruptom=ws 20FrR rom mamdes E %mngm neer Right.q Worksheet Job 3476 on, St_all_1ooczo SCOL Addition losses 0006,2020 Bas Wool ,idge Calculations approved by PCC4ro meet all requirements of Manual J 8th Ed Building Division 'f'~_wanss of omevWSq R19M Suss Boomeexp 2019190 emm20525 a menom Page fi0gP ft map louLLnue ua MM 9W Inad }W Inad mew @uprm—'r� (a upm9 0 (Ruh) or @�N Had, cool Groag WPIS rod, cool Groag I WPIS rod, alollC H o �qDuring 0 300 a 23 10 145 0 92 5 0 92 58 �q o)ae eaamon 879 J did! N m 13 mai galama@ 230PoPn Sul Ones 5to1s Less edema load 0 0 sul 109 20 1130 215 14 0% C41 umel@m) ,idge Calculations approved by PCC4ro meet all requirements of Manual J 8th Ed Building Division 'f'~_wanss of omevWSq R19M Suss Boomeexp 2019190 emm20525 a menom Page Right.q Worksheet Job 3476 Ol St_ ll 100620 SCOL Addition Ead, 0006,2020 Er. Meal Wheat Ridge Calculations approved by PCC4ro meet all requirements of Manual J 8th Ed R,dll DahMon ' '~_Mnss 0620o475 DagRfMar �o ruptom=ws 20FrR rom mamdaE %mngm Page Rod, ra. burd Room h 206 181 fi LLnue MM Mad b} Load mew a=!IIna Rul Ram (9 (Ruh) (9 @mJ Red, cool Groag WPIS Red, cool Groag WPIS Red, alollH Dural 0 059 n 454 1 3 128 9 411 12 11 87 393 118 C o 0 059 a 454 1 3 128 11 528 15 11 101 457 137 �Dural qDfrAnd 0 300 a 23 10 145 12 277 17 1 0 277 174 �q c Ducal 0 021 1 58 1 0 207 20 326 21 18 181 286 192 o)ae eaamon 12 N m 13 mai galama@ 230PoPn Sul Ones 6tois) sul 4299 2153 3666 95 14 0% 0% 0% ee� Cftv,9 rrol Pouaim0dred (cm) Wheat Ridge Calculations approved by PCC4ro meet all requirements of Manual J 8th Ed R,dll DahMon ' '~_Mnss 0620o475 DagRfMar �o ruptom=ws 20FrR rom mamdaE %mngm Page Righl Worksheet Job 3476 Old, St_ i_1ooczo SCOL Addition load, 0006,2020 Ban laurel Calculations aoomved by PCC4ro meet all reouirements of Manual J Ed Ed Building nodded Al ~_Mnss ome OteRmSutler n �o ruptom=ws rmm oednessE %mnom need Ror, no. Both a Beal wall 188 ft 1471 ®AP 608p "OnLLn ue na MM 9W Inad }W read mew @upim—'� (a upm9 0 (Ruh) in @�N H C o �o �o o)ae eaamon 1541 51 11821 485 N m 13 rater gains Ol@ ao01 PoPn 0 Subtatil end1T560 1 22671 6651 1 1 17341 560 Less aterral load 0 vestal 0 deal 0 Subdotil 226 66 173 560 14 0% im%r V en �me Calculations aoomved by PCC4ro meet all reouirements of Manual J Ed Ed Building nodded Al ~_Mnss ome OteRmSutler n �o ruptom=ws rmm oednessE %mnom need NCZ•],g14wdIIIII l=iefil — — — — — — — — — — — — — — — — OWNER o r— — —--------------------------------------- 5' SIDE SETBACK REBECCA ROMERO 375 OTIS ST, WHEAT RIDGE, CO, 80033 75' - 0" violetcrowcr8s@yahoo.com o 10 EXISTING TO P.L. N 10'-0" SITE INFORMATION W 375 OTTIS ST I LL LL WHEAT RIDGE, CO, 80033 LEGAL DESCRIPTION: I h E LOT 2, BLOCK 1 PIERCE STREET SUBDIVISION, COUNTY OF JEFFERSON, STATE OF COLORADO I " LUO SHED N Additiona will be t7 under separate pemit z and approval x PROJECT DESCRIPTION ! W 10'- 2 3/8"L___� 01 THE PROJECT IS A SINGLE STORY SINGLE FAMILY RESIDENCE IN THE CITY OF I ADDITION WHEAT RIDGE. THE EXISTING BUILDING FOOTPRINT IS 1118 SF. THIS PROJECT IS FOR THE CONVERSION OF THE EXISTING GARAGE INTO AN ART STUDIO WITH POWDER ROOM AND STORAGE. THE EXISTING GARAGE FLOOR WILL BE RAISED TO Y THAT OF THE LEVEL OF THE EXISTING LIVING ROOM. Tk lnn PReeEGT-0,1=89w O iniry 1 innc AN nnniTiGN GF 9299F FQR n 61N,1IPjG onnnn on:Pl !RG n J I m . O ADDITION IB '�' T T I T K Addition will be under separate � permit and submittal a w O BUILDING CODE INFORMATION a �! 38'- 11 1/2" ' I ADDITION TO P.L. BUILDING CODE: 2018 INTERNATIONAL RESIDENTIAL CODE METHOD OF IECC COMPLIANCE: PRESCRIPTIVE ZONING INFORMATION JURISDICTION: ZONE DISTRICT: SETBACKS: BUILDING HEIGHT LOT COVERAGE CITY OF WHEAT RIGDGE R-2 ALLOWED I ACTUAL FRONT (east) 25' 381611 SIDE (north) 5' 9' SIDE (south) 5' 19' Silt— REAR ltREAR (west) 10' 39'1 1/2" 1/8 35' 141211 LOT AREA: EXISTING BUILDING FOOTPRINT: EXISTING SHEDS: ADDITION: TOTAL FOOTPRINT: TOTAL BUILDING COVERAGE: MAXIMUM ALLOWABLE BUILDING COVERAGE 10 500 SF 1 118 SF 248 SF 520 SF 17.9% 40% 5' SIDE SETBACK 0 PROPERTY LINE 140' 0 w a O z o -------------------- 0 Q J a O ------------------- X .w ! I I I 25' - 0" _ City of COMWMDEVELOPMENT heat 'dge APPROVED Reviewed for Code Comolianee Randy Slusser 11/06/2020 Plans Examiner Date slefidLLr of m mh: The usopncr of o p~ or wpmwol of pArns spen/rmnom one oomputanom shoe not be a prmNf(o, wan opprovoe of any nor000n m my of the provoam of Me ourM V code or of oty My m0nalces. permtri prewmtng to g" out" to war or omce/ the provabns of efr tltt av cadet arpthriorlft feo,feOtyMOO rAt be WONa All work shall comply with: • 2018 International Residential Code • 2020 National Electrical Code • State of Colorado Plumbing Code ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL Projects are Subject to Field Inspections No. Description Date 1 Revision 1 10/26/2020 HOUSE ROMERO SITE 10/26/2020 Al 01 Scale 1/811= 1 e-0ee REMOVE EXISTING DOOR. NEW DOOR RAISED TO LEVEL OF LIVING ROOM. - OPENING FOR NEW WINDOW Level 1 Demolition 1/4" = V-0.. REMOVE EXISTING WINDOW. OPENING FOR NEW WINDOW ABOVE. OPENING FOR NEW DOOR REMOVE EXISTING GARAGE DOOR No. Description Date HOUSE ROMERO DEMOLITION 10/26/2020 Al 02 Scale 1/411 = 1'-0" Windows and doors for new addition are under separate permit 2 106 Addition will be under separate permit and approval \ - y 36'- 0 1/2" 15' - 7" 13' - 5" T- 0 1/2" 10 L 81-711 CLOSET 44 SF 1'-8 Q° 1036"x 60" BEDROOM `D h SHELVING ° 160 SF BATH 64 SF 33 N V 3' - 6" Level 1 1/4" = 1'-0" �3'-01/2" 3'-0" L 3'-0" 51-511 1 CABINETS 20 CABINETS (V 34 LIVING 184 SF 4'-0" 3'-0" 3'-0" BEDROOM 1 113 SF CLOSET HALL 11 SF 18 SF BATHROOM 37 SF STORAGE 41 SF KITCHEN 86 SF v m 0 11 22 m z FO STOGE POWDER a 40 S 40 SF 5'-0" 5'-0" FU RRING TO BE ADDED TO INTERIOR OF EX STING GARAGE WALL TO AC OMMODATE 6" OF INSULATION I BEDROOM 143 SF LIVING 286 SF 23 ART STUDIO 10' - 4" CLOSET 21 SF GARAGE FLOOR TO BE RAISED TO HEIGHT OF EXISTING LIVING ROOM All prescriptive and mandatory requirements of 2018 IRC Chapter 11 for Energy Compliance shall be followed 1 106 No. Description Date 1 I Revision 1 10/26/2020 HOUSE ROMERO LEVEL 1 10/26/2020 Al 03 Scale 1/411 = 1'-0" South 1/4" = 1'-0" ADDITION WILL BE UNDER SEPARATE PERMIT AND APPROVAL North 1/4" = 1'-0" Level 2 108' - 0" Level 1 100' - 0" Level 108' 8'- - 0" oo, - /1 100' - 0" No. Description Date 1 Revision 1 10/26/2020 HOUSE ROMERO NORTH & SOUTH ELEVATIONS 10/26/2020 Al 4 Scale 1/411 = 1'-0" 47' - 0" EXISTING ONE STORY FRAME 1 A106 East 1/4" = 1'-0" ADDITION WILL BE UNDER SEPARATE PERMIT AND APPROVAL 47' - 0" EXISTING ONE STORY FRAME 14'-6" ADDITION West 1/4" = 1'-0" _Level 2 108' - 0" Level 1 100' - 0" Level AL 108'- 0" `I Level 1 100' - 0" No. Description Date 1 Revision 1 10/26/2020 HOUSE ROMERO EAST & WEST ELEVATIONS 10/26/2020 Al 05 Scale 1/411 /4" = 1'-0" ❑�0 0 ❑ East 1/4" = 1'-0" ADDITION WILL BE UNDER SEPARATE PERMIT AND APPROVAL 47' - 0" EXISTING ONE STORY FRAME 14'-6" ADDITION West 1/4" = 1'-0" _Level 2 108' - 0" Level 1 100' - 0" Level AL 108'- 0" `I Level 1 100' - 0" No. Description Date 1 Revision 1 10/26/2020 HOUSE ROMERO EAST & WEST ELEVATIONS 10/26/2020 Al 05 Scale 1/411 /4" = 1'-0" INSULTATION TO MEET R-49 IIIIII—III -IIIIII-III � � � ` . IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII -IIIIIIIIIIIIIIIIIIIIIIIII I I II I __11 - - m __ - -I III IIIA I -IIIIIIIIIIIIIIIIIIIIIIIII 1I - I II I II I II I II I II I II I II I II I II I Section 1 1/4" = 1'-0" IIQ6YI1WIN I[*]Q0fell LIFA IgONE LIFA IIQIVE,PC' Leve 12 108' - 0" V R20 BATT INSULATION BETWEEN STUDS , - 1 10000' - 01, /1 FLOOR FRAMI STRUCTURAL BATTINSULA' VINYL FACED INSULATION ADDITION WILL BE UNDER SEPARATE PERMIT AND APPROVAL TYPICAL NEW WALL CONSTRUCTION - SIDING TO MATCH EXISTING -VAPOR PERMEABLE HOUSE WRAP - SHEATHING PER STRUCTURAL ENGINEER - FRAMING PER STRUCTURAL ENGINEER - R-20 BATT INSULATION BETWEEN STUDS - SMART VAPOR BARRIER - 5/8" GYP BOARD PAINTED i 1IIIIIIIII=III -:: II I I I IIIIIIII I I -IIIIIIIIIIIII I 7- - �..� IIIIIIIIIII-III- IIIIIIIIII-III- Section 2 1/4" = 1'-0" _Level 2 108'- 0" _Level 1 100,-o" Section 2 - Callout 1/2" = 1'-0" 'tK J I KUC I U"L :KING @ 16" OC CIA Level 2 108' - 0" . NEW WALL CONSTRUCTION _Level 1 100' - 0" No. Description Date 1 Revision 1 10/26/2020 HOUSE ROMERO L SECTIONS & DETAILS 10/26/2020 Al 06 Scale As indicated ELECTRICAL / CEILING SYMBOL LEGEND LIGHT FIXTURE AS SELECTED BY THE OWNER. UNDER COUNTER LED LIGHT AS SELECTED BY THE OWNER. FIXTURE SHALL EXTEND AS CLOSE AS POSSIBLE TO THE FULL LENGTH OF THE CABINET. Do TRACK LIGHTING. LENGTH AS SHOWN ON PLAN. LED LIGHT WITH THE APPEARANCE OF A TRADITIONAL CAN LIGHT, SUCH AS THE HALO SLD6 (UNLESS OTHERWISE NOTED). RECESSED DIRECTIONAL CAN LIGHT. LED FIXTURE IS RECOMMENDED. ® SURFACE MOUNTED CEILING FIXTURE AS SELECTED BY THE OWNER. io WALL -MOUNTED FIXTURE AS SELECTED BY THE OWNER. CEILING FAN/LIGHT COMBINATION. WIRE WITH 3 -WIRE PLUS GROUND TO FACILITATE INDEPENDENT SWITCHING OF FAN AND LIGHT (CONTRACTOR SHALL USE 3 -WIRE NO MATTER WHAT FIXTURE IS SELECTED BUY THE OWNER). fA LIGHT SWITCH DIM = DIMMER SWITCH 3 = 3 -WAY SWITCH 4 = 4 -WAY SWITCH ELECTRICAL DUPLEX OUTLET AT 12" ABOVE FLOOR GFI = GROUND FAULT INTERRUPT DED = DEDICATED CIRCUIT xx" = MOUNTING HEIGHT OTHER THAN 12" ABOVE FLOOR WP = WEATHER PROOF GFI OUTDOOR OUTLET 220V = 220 VOLT OUTLET FLOOR = CAST ALUMINUM RECESSED FLOOR OUTLET pl TELEDATA JACK W/CAT5 OR CAT6 WIRE (VERIFY WITH OWNER). INDIVIDUALLY WIRE EACH OUTLET BACK TO ONE CENTRAL LOCATION (NO DAISY -CHAINING ALLOWED). EF COAX CONNECTION - INDIVIDUALLY WIRE EACH OUTLET TO ONE CENTRAL LOCATION (NO DAISY -CHAINING ALLOWED). 4 EXHAUST FAN, EXCEPT WHERE NOTED AS FAN/LIGHT COMBO. O SMOKE DETECTOR - WIRE TO ELECTRICAL PANEL WITH BATTERY BACKUP. CO CO = CARBON MONOXIDE + SMOKE DETECTOR 8 ELECTRIC PANEL- 200 AMP PANEL WITH 24 CIRCUITS MINIMUM 8 ELECTRIC METER SUGGESTED LOCATION. VERIFY WITH POWER COMPANY. FINISHED CEILING HEIGHT EXST VARIES = VAULTED CEILING, HEIGHT VARIES EXST = EXISTING CEILING HEIGHT TO REMAIN ELECTRICAL NOTES: 1. INSTALL ALL ELECTRICAL EQUIPMENT PER APPLICABLE CODES 2. INSTALL SMOKE DETECTORS IN EACH BEDROOM, IN A CENTRAL LOCATION OUTSIDE OF BEDROOMS ON EACH LEVEL, AND AT LEAST ONE DETECTOR ON EACH LEVEL. ALL DETECTORS MUST BE INSTALLED PER APPLICABLE CODES. 3. INSTALL CARBON MONOXIDE DETECTORS IN A CENTRAL LOCATION ON EACH LEVEL, WITHIN 15 FEET OF BEDROOM DOORS. Ceiling Leg 1/4" = V-0.. ADDITION WILL BE Level 1 1/4" = V-0.. No. Description Date 1 Revision 1 10/26/2020 HOUSE ROMERO L I REFLECTED CEILING PLAN 10/26/2020 Al 7 Scale 1/411 = 1'-0" Main Level ADDITION WILL BE UNDER SEPARATE PERMIT AND APPROVAL Closet CAS12HP23OVlAC Bedroom Bath Job #: 3475 Otis St_ManJS_100620 Performed by Mark Scott for: Shane McKay 3475 Otis St Wheat Ridge, CO 80033 Phone: 303-887-4502 sshanemckay@aol.com Living Room Existing Home ❑ CAS12HP23OVlAC Art Studio Storage Powder City of Wheat Ridge Building Division Scale: 1 : 104 Page 1 RightSuiteO Universal 2019 19.0.20 RSU20525 2020 -Oct -06 10:43:14 ...20\3475 Otis St ManJS 100620. i CITY OF WHEAT RIDGE ��- Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: -� Job Address: 4-7 -;::7- Permit Number:) ❑ No one available for inspection: Time %�33D AIV/P` M Re -Inspection required: YesCNo__�) When corrections have been made, schedule for re -inspection online at: http://www. ci, wheatridge, co, usrnspection Date: r' l . '� Sal Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Sewer Repair PERMIT - 201902472 PERMIT NO: 201902472 ISSUED: 11/22/2019 JOB ADDRESS: 3475 Otis St EXPIRES: 11/21/2020 JOB DESCRIPTION: Residential sewer repair in front yard 4 feet deep and install dual sweep C/Os. *** CONTACTS *** OWNER (720)254-6302 ROMERO REBECCA D SUB (303)519-0240 R. ANDREW RUSSELL 120161 THE ELITE PIPE MD *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,800.00 FEES Total Valuation 0.00 Use Tax 58.80 Permit Fee 93.35 ** TOTAL ** 152.15 *** COMMENTS *** *** CONDITIONS *** ALL sewer repair/replacements for which a permit is issued MUST be inspected by and receive written approval from the City of Wheat Ridge BUILDING DIVISION, regardless of inspection by any Sanitation District representative. Inspection and approval of work by any Sanitation District representative DOES NOT grant authority to cover work without the approval of the Building Division. **For trenchless sewer replacements - The contractor will verify proper slope of new sewer piping in conformance with the IRC and IPC of 1/4 inch per foot unless otherwise allowed specifically by the applicable code. The plumbing contractor will provide verification of proper slope and drainage in writing as a condition of approval of the permitted work.** City of Wheat Ridge Residential Sewer Repair PERMIT - 201902472 PERMIT NO: 201902472 ISSUED: 11/22/2019 JOB ADDRESS: 3475 Otis St EXPIRES: 11/21/2020 JOB DESCRIPTION: Residential sewer repair in front yard 4 feet deep and install dual sweep C/Os. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and tha work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. �5i_gnature'brOWNER or ONTRA�(Circleone) Date 1. This permit was issued base on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and sh 1 not proceed or conceal work without written approval of such work from the Building and Inspection Services Div Sion. 6. a sua ce or gr ing of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any cab code o rdi ance 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. Litt of W heat Ijdge COMMUN1Ty DEVELOPMENT Building & Inspection Services 7500 W. 291 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # Plan Review Fee. Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: ProDertv Owner Property Owner Email: L/ 7.S 0�" S S4-' zCcG. 0_�_V✓t-_er—U Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer E-mail: Phone: Contractor Name: � /`' `S VC :Pa-AtP City of Wheat Ridge License #: 6 Contractor E-mail Address:�� For Plan Review Questions & Comments (please print): CONTACT NAME (please print) CONTACT EMAIL(please print): '. �_ 5Gc�"� �('PL- Phone: % / Z50 - 6 302- Property oz Phone: 7 0 __ u I D Al— one: 7166-e 1 13 Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. ❑COMMERCIAL RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materialsto be used, etc. 5C�v C- t,,J aq 0 k/ k- 5 Sq. FULF BTUs Gallons Amps Squares For Solar: KIN # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 'W"oo 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) (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): i DATE: t { z Q Printed Name: OUZ � SC: t ✓ CC Z ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: 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: � 5f��- ❑ No one available for inspection: Time C,20 X,-,/AM/PM Re -Inspection required:( Yes ) No corrections have been made, call for Date: Inspector: City of Wheat Ridge Residential Roofing PERMIT - 201703196 PERMIT NO: 201703196 ISSUED: 07/03/2017 JOB ADDRESS: 3475 Otis ST EXPIRES: 07/03/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration asphalt shingles with ROOF DECKING - 14 sq. *** CONTACTS *** OWNER (720)254-6302 ROMERO REBECCA D SUB (303)806-6700 Nathan Ellis 170257 Pinnacle Seamless Gutters & Ex *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,691.75 FEES Total Valuation 0.00 Use Tax 98.53 Permit Fee 125.05 ** TOTAL ** 223.58 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201703196 PERMIT NO: 201703196 ISSUED: 07/03/2017 JOB ADDRESS: 3475 Otis ST EXPIRES: 07/03/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration asphalt shingles with ROOF DECKING - 14 sq. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am leggally authorized to include all entities named within this document as parties to the work to be r perfomed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3• If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any O applicable co ordinance -pr regu auo of this jurisdiction. Approval of work is subject to Feld inspection. - !'Yji Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. Dan Schultz LJ From: no-reply@ci.wheat ridge.co.us Sent: Wednesday, June 21, 2017 8:31 AM To: Permits CommDev _ Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Danny Residential Roofing Permit Application � /11 This application is exclusively for new permits for residential roofs and for licensed rr--- contractors only. This type of permit is ONLY being processed online --do not come p to City Hall to submit an application in person. Permits are processed and issued in the order they are received. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. Permits are currently being processed within 5 business days, subject to change based on volume. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number 3475 Otis St Rebecca Romero 720.254.6302 Property Owner Email Violetcrow@hotmail.com Address Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Pinnacle Seamless Gutters and Exteriors Llc, Contractor's License 170257 Number (for the City of Wheat Ridge) Contractor Phone 7206212509 Number Contractor Email Address Nate@pinnaclehomeexteriors.com Retype Contractor Email Nate@pinnaclehomeexteriors.com Address DESCRIPTION OF WORK Are you re-decking the Yes 1/ roof? Description of Roofing Owens Corning Duration Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 14 material selected above? Does any portion of the No V property include a flat roof? If yes, how many squares Field not completed. on the flat roof? 2 TOTAL SQUARES of all 14 roofing material for this project Provide additional detail House 4/12 here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract -1 J,,q 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 Nate Ellis Email not displaying correctly? View it in your browser. 3 Roofing and Gutters 1978 S Garrison St Unit7, Lakewood CO 80227 - PH: 303-806-6700 FAX: 303-806-6701 info@pinnaclehomeexteriors.com Roofing Repair Contract Pinnacle Home Exteriors agrees to perform the following work as outlined in this contract. • Install following material as selected by Homeowner and authorized by insurance company. • Pinnacle Home Exteriors will provide selected material and the labor to install it in a good and workmanlike manner according to the standard practices in the industry. Oeh"w-0, ) Name W M, P/ 0 1/ Street I Address /� City UL' 11 tir'��`G�1 aC,, State �- Zip Insurance Company iTt P /17 ezi 5 Phone Zsq `62-1'`'el— Email—V;6 l— EmailV;6' ' Crvu/ r`s Policy# 6 - 6/Glrk5-27x61-II Materials ❑ �.: ` , d; � l` i1 �/�(,' '�' / Brand Color -�l4 3 ❑ Strip off layers of existing composition roofing ❑ Strip off wood shingles ❑ Re -deck roof with 7/16 Inch oriented strand board or ❑ Install rL X �i Inch enamel finished drip edge/ Color r ❑ Apply a �C� Ib. felt base, �i- f411 d Wetltia^ Gj�r"e t ❑ Nail shingles using (6) 11/4 inch galvanized nails per shingle ❑ Sidewall flashing where needed ❑ Chimney flashing: re -flash, caulk and paint ❑ PVC Air Hawks 3 Aluminum Wind Turbines ❑ Ridge Vent Ft. Soffit Vents Power Turbines ❑ Clean up and haul away debris. Walk entire perimeter of home with rolling magnet. ❑ Remove and Replace GuttersS Size a " Colo V � f Downspouts y . Size Color w` , ❑ Notes El Payment Terms: �� h C� Total Price $ `�Y Initial here for Pinnacle Home Exteriors to be authorized to communicate with insurance Adjusters. Proper installation of the roof system may require replacement of existing flashing. During such replacement, siding adjacent to this flashing which has deteriorated may crack, break or tear. Pinnacle Home Exteriors will make every reasonable effort to avoid damage, but will not be held responsible for any consequential damage to siding. During the application of the roof system, vibration from the roof may be transmitted throughout the building. Pinnacle Home Exteriors is not responsible for rotted siding, paint and sheetrock damage due to vibration. The Homeowner further assumes responsibility for all objects hung from exterior and interior walls or from ceiling and soffits. Pinnacle Home Exteriors is not responsible for damage caused by improper original construction including framing, siding or masonry, damaged electrical, plumbing, or cables within 3 inches of the roof line. Name (printed) f/ G liG� Y, �`-VU Name (printed) Signature'�i��i�'L�/ ���' Gov Dater I`ll '-Signature Authorized Pinnacle Home Exteriors Representative -'� _ CITY OF WHEAT RIDGE - Building Inspection Division Y r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax IN Inspection Type: Job Address: Permit Number: OTICE ❑ No one available for inspection: Time 06 AM/PM Re -Inspection required: Yes No When corrections have been made, call for re-inspe tion t 303-234-5933 �r Date: it & (: Inspector: .(J�o `J DO NOT REMOVE THIS NOTICE _� 1IITY C 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: �f �� Q7 -_T Permit Number: ❑ No one available for inspection: Time �'� AM/PM Re -Inspection required: Yes No' When corrections have been made, call for re -inspection aft 303-234-5933 Date: ( % Inspector: /,I/ 1,1 DO NOT REMOVE THIS NOTICE Owner/Occupant 3475 Otis St. Wheat Ridge, CO 80033 Ili I i,iiiiii Ili ANN I lillli.iililllillliii 1 11 11111111 Owner/Occupant, This letter is being sent to you because a project for which a pen was issued by the City of Wheat Ridge Building Division and plans and/or other documents were required was recently completed and approved. In A acco ance with dl�h"V'Lvwm IMA are scheduled for disposal. You may retrieve plans and/or documents between the hours of 7:30 a.m. and 3:30 pm., Monday through Friday, at the Building Division offices located at 7500 W. 29' Avenue in Wheat Ridge, Z� City of' omw MUNrry Duvu,',ioPMEN www.d.wheatridge.co.us IpIV Permit#:201400672 Issued: 07121/2014 E* � This certificate verifies that the building constructed and/--M the use proposed of the building and/or premises, under t above permit number and on property described below, does compl with the Wheat Ridge Building Code and development standards the zone district in which it is located and may b o e ccupie All other licensing requirements for the City must be met. I Owner: WHEAT RIDGE HOUSING AUTHORI 7500 W. 29TH AVE. WHEAT RIDGE, • 80033 Contractor: James Dudley 6365 W 46TH AVE WHEAT RIDGE CO 80033-3741 For the Following Purpose: Residential Remodel 11.59 P.N. May,20, 2014 12:40PM Gardner Roofing # W 1,61imoxtyx Qx No. 0403 P, 2 FOR OFFICE USE ONLY i 11111 1 lflil ll �Jjlj - jii ALI MM", Property Address: Prop_erty owner (2L6�ase pAnQ: r,k,( *glN, A_;Ao�4v Phone: 3 k Property Owner Small: ArchitectfErighteer E-mail , Phone I • Cont Lc Contractors City Manse M Phone- A Contractor E-mail Address: 'EU4 4pkKr (AK v Sub Contractors: Electrical, Plumbing: Mechanical: W.R. City Lkerse # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sob: City License # City License # W"'. '1111M 11M, ".., "I" MIMMIMPT ", # M May- 20, 2414 12:40PM Gardner Roofing No,0403 P. qa FULF IWO Galiom I FOR OFFICE USE ONLY to k , I City of 'Cl ' C () t PN a Date: v"5 � I � L t plawpermit # I (L-t Do t) Plea ftvlewFee: Building Permit Application 3475 Otis Street, Wheat Ridge, CO 80033 Authority Phono, 303-403-5431 Address: Q Shahrant Lame" gunnison@gmail.com, 03-332-7208 M=M= 064402 Contractor: Jo--D Enterprises, Inc. 019373 064��� %S: jodenterprises@gmail.com Electrical: O'Brien Electrical WR City License # 06 -0021 Plumbing: Donn Botzum 06-0232 i VIII Mechanical: A & P Heating Co WR City license # 01-7044 Complete all information on BOTH sides of this form MMEUMLE= 6�07, 7 - t*71 obe- insulation Plumbing - waste lines, water5upply 41ines, kitchen sink, bath tub, lav, toilet Clean & service furnace backer board in bath kitchen remodel, (see engineer report) Sq. FtJLF Btu's Gallons Amps Squares Other Project Value (Contract value or the cost of Arriaterials and labor included in the emir q project) OWNER/CONTRACTOR SIGNATURE OV UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are, accurate and do not violate atipficittile ordinances, rules or regulations of the City of Wheat Ridge or covemants, casements or restrictions of retsi•d; that all measurements shown and allegations inade are accurate; that I have read and agree to abide, by all conditions printed on this application and that lassurne fitill resl'xxisibility for compliance with applicable City of Wheat Ridge codes and ordinances for work tinder any permit issited 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 arn also authorized by (lie legal owner ofany entity included Oil this appliClnk,al 10 list that entity on this application. CIRCLIFONIF: (014'Nk'R) (CONTRACTOM Ln: WITHORIMP f RM NAMEz of (OWNEFR) (C(lNTRACTOR) DAM 5-r7-1 Building Division Valuation- $ CITY OF WHEAT RIDGE Building Inspection Division A A*- (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Inspection Type Job Address Permit Number —20-�� 1 � No one available for inspectio7n Time _L0 Re-Inspection required Yes No When corrections have been made, calf for re-inspec n at 303-234-5933 Date: Inspector" CITY OF WHEAT RIDGE B a i ivision 235 t arr ce INSPECTION NOTICE Inspection Type Job Ad dress Pe Numbe No one available for inspection: Time Re-Inspection required: Yes N o When corrections have been meads, call for re-inspection 303- 234 -5933 Date, 41 Inspector DO Csty of' COMMUNiTy Dtivc-LcwMENT sit IM6 • [�OR �OFFIC�EUSW ONLY Plewpermitst Building Permit Application Noow*lotow IM Address ISO contradtor: Phone; Sub Contractors,- Efectrical� Plumbing: Mechanicals WR City Lice rase # W, R, City License # WR City License Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form V M yMy>1»## ?: ?#«?<fyy.* ■ »«#» y «�« «v ± # »2 :■» °$ ## \ \/� \ \ \ /■ # / \a $ »mom »» » ± <f #4 <d? ■ my #� »f © ® ® «2 » :y »z ,r« « »■f <� ®yw4 ? \\ \�\ \ \ «�j/ \\ .»,t ars : *:,yf » �r» ww a�_ : »tf�fw» w « Sq. FULF ...� . ems, . .. ....... Gallons . . . . / \2 y �Sqm: ..... . . O the r . .... ......... lnxfl I Property Address.- f- Mailing Address: (if different than property address) Address: Complete all information on BOTH sides of this form »< ?? 2 *2 + « *§ w *<« « ©? § � \: e � \ (/)© 2 \. -.. § .. ..y.. ..\ . y. . ,RkF < \\ ku \ ^ Gallons »A— ..y « «< » © Squares hew F- C d X Z O G ~L W ~N~^ r'L> p~ H N C M Q d ry W 0 y ch F a r, . Z N M q, W E h ~ ~ ~ e} o O~N~ W • ~ M N W m M N ~ m ~ O Z C ~ O U W U H Z Z 0 U W a N Z : 5 ~ ~ ~f F- E ~ r o Z Y ~ a£ c a ~ N N ~ ~ ~ Q a O ~ 2 EL ~ Q aD E p C O U d a N C L 0 a) z (6 > f6 d C O O Z ❑ . w o ' Z u L X C v N ~ d m ~ t N ~ C c ° o u U ~ ~ d V y c C y ~ x O U N a N C ~ N m C) PEAS4IT NO: 080098.. ISSUfiD: 02/04/2008 . . . p$ A[]DftE$3: 3475 OfiI$ ST ..:EXPIRES: 08/02/2008 ~ . DE.$CRTBTSqN: ReplaCe furnace 80% 70K BTU; add ductwork. 963/421-2161 303f422-86-00 PiA.RCEb )INV0 * * ~ . BCODEt l1A ~ . . DIVYSIONi~ 0481~: ~ sumMrucx- I he Pee Valuation x AL FEES 126.50 .00 70.20 196.70 01-7835 Blue Sky.~ Plumbing~.~~. ~ . ~ . . Jeffco Housing Authority ~iJSE: ~ UA ~ . . . . . BLOCK/LOT#: ~0/ LO.TECT VALUATION:. 3,900.0~0 . ~ ~ Ta50(011 ; , . . . . . , . . . . . . to £ield inapection ❑e;tify that the.aetback dietancea propoeed by tRie petmit application are accurate, and do noC violate applicableg,..nalee or zegula4lone ofthe City of Wheat Ridge or covenante, eaeemente or reetrictione of iecotd; that all . ntc shown, 3nd allegattona.uiade aze accurate; that I have read and agree to abide by all conditione p;intedonthi6Pn and that i eume full reeponeihility Eor compliance with the Wheat Ridge.BUilding Code..(I.B.C) ead all other e~ gid ~j~ gg, fdez this permlt. plgne,eubject to field inapection. . ~ ContracGOS/ownez . date A. +Thza pesmst.wag ieauedin accoffiance with the pmviaiona eet forthin your application and iesubjeee to the laws of the . ~..fit6te of COlorado and to thetioning tiegula[ione and Euilding Codea of Wheat Ridge, Colorado. or any other applica6le. oid3nancea of the e1ty. . 2.r Thie perlnit:ehali eoepize 180 daye,from the ieeue date. Reqaeete :fqr an extenaion muet be received Brior to expiration . QaCe. An eztensSon may be gfanted.at the diecretion of the Sualding OPficial. . . . 7. If thfa ,txzik.it expiree, a new pexmit may tie acquired for a fee oE one-halE trie amount normally rGquSzed, prwided.no changea have Eees oawill be madein the original plane anQ epecificationa andany euepeneion or abandotlmQnt haanot ;:.e3CCeeHOd ane (1) year: If changeshave beeu or if suepeneion or.abaadonment exceeda one (1) year, fullfeea ehall De paid £oXa new gexmit. ~ A. Nb vrotk oi My matlnex ettall be done that will change the natuzal flow oE water caueing a draina9e problem. 5. COCItraCtor ptial2 notify.the Building Inapector twenty-four (24) .hws's in advance foz all inepec[iohe anQ ehall ieceive writ[ea ppprov8l on inepection card beEOre proceeding with succeeeive phaeea ofthe job. . 6, 'Th8 1aaUacice 9E dg0%m1t or ChE approval of drawinge and epecificationa ehall nat be conetrue8 to te a permit fos, nor ; 9t1 appinvalEOC, any.viblatihe provieione of the building codee or any other ordinance, law, zule oxre9ulation. 'All planrevsew ia euE' sld inepectione. 61,gnaCwze oE Ctiief euil{S ~ oE cial date SV$P7LCT103Y AEQLTEBT! ~i*INBs~- (303) 234~-5933 BUILDINC3 OFFICE: (303) 235-2855 v'.Iktiii9STS MVST 88 MADE BX 3PM ANY~BUSINESS DAY EOR INSPECTION THE FOLLOWING BUSINESS DAY~. 02l61/2008 14:34 3034240495 BLUE SKY PLUMBING COMMUNITY DEVELOPMENT DePARTMeN7 o~ wHen r pUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIp6E „ R 75pp WEST 29TH AVENUE W►IEAT RIDGE, CO 80083 - (303,235-2855) ~ oano~ . MMQ,R4 LPP] property a Pr~~ ope~A~~ Cou4actor Licease No.: yl,'p j ~ ~ ~ co~,rffiy:'Btu..e Sl~ P lwy PAGE 02 eullding PLILN mber. 0 d _A F Phone_ `J O3) 14?~-FS'UOO rn0Ue:/1&A')l4?1=Z11V.1 OWNgWppTppCTpR 916NATUpE OF 17NDERSTANCING A14D AGREEMNT Bnl1~ d-e~t. ValuaUon Fgure: I hereby certHY ttwit the setbsck dlstences propowd bY Mle Partnit aPPlicaton ere accurahe, and do not vioiate appicable ardi^a^cas, ndes w ra9ulatlms of khe cRy M VelUC:$ WhOat Rldge w aovetmllts. eesElMf+~ 01 fe~ctl6~ of recad: thffi ell tileastlRm0M5 Pam~ut Pee:$ shown, and ene9~lona made are accurate; tlmt I have reatl end agrae to aMda by sll ~ Review Fee:$ wlhdU~e vVheat Rk16e eti gpplloaWn Code~B 0)aans~ e tu~er~epp~licable~WheePRkge OMlnancea, for wuk under this P°m@. ans suMect W fkld Inapedbn. °I r I~ Use Ta~ 7E ~Erp(cormwcror~:aowEV, %90949 L : TOtRl:$ ~n /l.l , lc✓/ Use of Space (description): '60 ~y-7o 0o0 pTLAL Description ot work: Tv ~ ~LC,~c~• ~tw~~ • Sq.Fl, added COMMENTB= qpprovaL Zonirig: COMMENTS: AppranJ: IORK3 CoMMEN'fS: APProvBl: DEPARI'MET1T COMMEN'fg: AVProval: Plumbing Lfcense No: Mechenical License No: Electri~l L.icense No: Company: Company. Compsny: Expiration Date: bqriration Date: Expiration Date: q roval: Approval- Approval: I s set fath in your appficetiory and Is aubjact to the laws of the Slate of (1) Tnm aem,it wag issuea m accorda~ wlm tn' arw~a+ Colorado and to tlhe Zoning Repulationa and Bullding Codes of Wh¢at Ridga, Coloradb or arry otlter eppllcaMe ordlnancea of the . - c~ , Thls petmlt shsll expife 180 days from the I~+a d9te. Requasls for an,mct~nslon m be feceNed prior to expiratlon ds;a An odenslon maY be 8rant?Qat the discretio" °f fhe Building Offlcfal, no changes hsve (3) If tMs permit ex¢Iras, a new permit maY ~ a~U~d fa' a Me of onahelfthe dmoutR elly requlred. P ore nmenthssnM~ccead~don~~~1Y~.lf been or wiq ee made In MB orlQlnalplans and apaelfleatlons end arry susP~ changes heve been ar if auspension or ahendonrtieM etteeds one (i) !le r, fUt fees ihs1 be peid Por a new Permit. ~ rohlam. (4) No work of atry menner shall be done that wIA change, ehe r~~ dv ance Por uatl IrlspectlanhsaM ahaM reoelve wrflte^ ePP~i (5) Contractor ahall notMYthe B~eung Inape~ ~Y- (24) ob. on ItrsPection c~b nefom PfOCeedin8 wtth succesaNe phases M the J perm (g) The tesuance of a parmit or V% ~P ^I 9 a M o~the~ r or0inanceshal~ rule o re9ulaHan.~ou pten treview s~~~]e~'t any violatlon of tne p~'~~ fleld inspections. Chfef Buildirtg affiGal DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : Date : Property Owner A ~e Property Address P h o n e Contractor License No. : CompanY /e?/.OWAOf ~ xf~7 Z-!ii'. Phone OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : f O 0 I hereby certify that the setback distances proposed by this pertnA application are accuwte, ~ and do not vioiate applieable ordinances, rules or regulations of the City of Wheat Ridge or Permit Fee : 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 Use Tax : application, and that I assume fuli responsi r (or coPpli w'p Wheat Ridge Building Code (U.B.C.) and ail other applicable a Wg rd a es, ork under this permit. TOt81 : $0.00 . (OWNER)(CONTRACTOR) SIGN DAT~~B US@ : Descriptio : BUILDING DEPARTMENT USE ONLY C ~ Approval: Zoning : Approval : F_'~dICt~1N Approval : Occupancy'. Walls Electrical License No : Company : Expiration Date : Approval : Roof Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval: (7) This peimit waa luued In accortlance with the provisiorm set foM in yopur applicadon and la subiect to the laws of the State of Cobrado and M the Zoning Regula0ons and Buildinp Code ol Wheat RiEge, ColoreEa or any oNer applkable oNlnances of the Ciry. (2) This pertnit shall expire if (A) Ihe work authanzeO is not commenced xnNin aixry (80) daya from isaue date or (8) the buildirry auNOrizetl is suspended or abantlonetl tw a period of 120 Oays. (3) If ihis peimit ezpires, a new permrt may be acpuired for a lee of one-hall the artaunt rwrtnally requlreE, provitle0 no clianpes have baen or will he matle In tha original plana and specifieatlons and a`ry suspensbn w aDantlonment has not aceetle0 one (1) year. If changea are maEe w A suspension a abanOOnment ezceeds one (1) year, /ull feea ahall ba paitl Itt a new permil (4) No work of arry manner ahall be Cone that will Uange the nalurai tbw of water causing a drainage problam. (5) Controdor shall no0y Ihe Building Inspector Nrenty•(our (24) houn in advance for all inspectlons and shall receive written approvel on Inepeclion wrE belwe proceeCiirp with suaessive phaxa ot the bb. (e) The iuuance ol a permit or ihe approvat o( tlrawings and spetiflca0ons ahall not be tonaWed lo be a permit for, nor an approval of, arry violation of the provisbne of ihe DuilEiny cotles a any Wher oMinance, law, rule or regulallon. SIC : Sq. Ft. : Stories : Residential Units : Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION FC o m Z ~ ~LL W N ~ ~ rL > p mN ~O V, n a~dN w w v~'i O ~ aM` W c ~ " ~L tm v' O 0 9 N ~w W . M N WmMN ❑ ` M ~ o Z ~ ~ ~ O U W O Z Z 0 U W a ~ z ~ ~ C: I . O NJ h ~a a ;M1l d L \ CL ~ O Z ~ . N E a~ a~ c a N N i ~ Q ~ O ~ a a al 0 a~ I F- c 0 U ~ f]. N C O ~ ~ m > m d C O O Z ❑ ~ ~ ~ ~ Q N ~ 0 ~ ~ ~ 0 u a e 10 O Z u d ~ a R ~ G ~ ~ ~ t Q y ~ o c - o u aUi o d U N C C y 0 U a N C ~x N m ~