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HomeMy WebLinkAbout2943 Eaton StreetCOYLE STRUCTURAL INSPECTION ENGINEERS, INC. 4950 S. Yosemite St #172-442, Greenwood Village CO 80111 Phone: (303) 745-5209 www.coyle-inspect.com August 27, 2021 Client: Mike Schmidt and Tena Balmer for Underpinning The Rockies (UTR) Via E -Mail: Re: 2943 Eaton St. Wheat Ridge CO 80214 STRUCTURAL OPINION REPORT and REPAIR DESIGN Dear Mike and Tena: On August 5, 20211 inspected the above referenced property at your request. The purpose of the inspec- tion was to observe the foundation at the basement SE corner in order to determine my opinion of the structural condition and need for structural repair. The inspection did not involve any other system or component of the residence. No soil or other material sampling, testing, or analysis was performed by Coyle Structural Inspection Engineers. General Information: • The home is a 1 story single family home structure, assumed to be facing East. The home was report- edly constructed in 1940. • The foundation appears to be of block masonry construction. • No soils report or other engineering documents were available for review. • Provided for review was a proposal by Mike Schmidt for UTR. Observations, Opinions and Recommendations: • Settlement has occurred at the SE corner area of the home, causing wall cracking. It is recommended to underpin this areas with 4 Helical Piers. • Inward displacement has occurred around the basement windows at the NE corner. It is recommended to install Carbon Fiber Strapping at these windows. • PLEASE REFER TO THE ATTACHED SPECIFICATIONS AND DIAGRAMS. • DRAINAGE IMPROVEMENTS ARE NEEDED IN ORDER TO PROMOTE LONG TERM STRUCTURAL INTEGRITY FOR THE HOME. THE OWNER SHOULD BE PROVIDED A COPY OF THIS REPORT WITH THE ATTACHED DRAINAGE GUIDELINES, THAT ARE NOT A PART OF THE WORK PROPOSED BY UTR. Additional Comments: For any and all recommended work, care needs to be taken in the areas of underground and overhead utilities. All work to be done in compliance with local and national safety standards, and building de- partment regulations. This inspection and report do not constitute an evaluation of potential asbestos containing materials or lead based paint, as may be required prior to any demolition, remodeling, or repair. Limitations and Understanding: • This inspection was visual in nature (no invasive procedures or material sampling/testing), but repre- sents the opinions of this firm for the area in question, based on visible components, observations Page 1 of 9 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. made, and any information provided. • Our opinions may change if there is a change of conditions, accessibility, or visibility from the time of the initial inspection, or if additional information becomes available for consideration. • No warranties are made or implied as to the continued structural integrity of this property, as geology, soil, and moisture conditions are unpredictable, and unknown geological/soil/structural conditions could exist. • Therefore, the value of the inspection and opinions expressed, is mutually agreed to be limited to the amount of the fee charged for the service. Thank you for allowing me to be of service. Please feel free to call if you have any questions. Very truly yours, Coyle Structural Inspection Engineers, Inc. PDOt��Fy Digitally signed °•• 00Michael W01 by Michael D. 9 Coyle •DC�,.,••. •••,.•0 Q Dy e Date: 2021.08.27 mss/pNAL ENi 14:20:43 -06'00' Michael D. Coyle, P.E. President Page 2 of 9 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. 'REVIEW E These drawings w laws in effect at tE effort was exercise The stamping oft construed to be a violation of state z amendments then Plan Reviewer Date nn n, U m Page 3 of 9 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. DETAIL - HELICAL PIER (NTS) Page of ae COYLE STRUCTURAL INSPECTIONENOINEERS, INC. See, the fi,undation Iap -LWO P"mh(b.I Eccentricity resisted by existing soil and sleeve. NOTE: Onsite soil conditions observed to have an N -value of at least 15, which pro- vides adequate lateral ewffi confinement to resist pier berating induced by eccentric loading, while utilizing a standard 30" ext sleeve/brachet over the pier shaft. jF ey,N ,M1 VCoj ONALCN� Page 5 of 9 Swl AenpM1 PamtellNlomNe Meem SO connatece/ W. x.wlue Wnesonon we pallyope- Sete Fool"oemn okewwm seat mevaen <r6M.Simve 30'm. SMew Care m m o sW 274 21.5 a� Mem.mam 4 7 5ol-2n00 - Us 2319 cry wN a is SAS U00 - N.3 26.9 Pry Ve,yStff 1632 2.W1-4.NO US 30; sameSat VeL e 242 Sall w 4. 9 EB -3< 330 24.2 M,d,,m 11 MA 26.3 Saw oemu 30�w 3a-a0e1S 27.2 See, the fi,undation Iap -LWO P"mh(b.I Eccentricity resisted by existing soil and sleeve. NOTE: Onsite soil conditions observed to have an N -value of at least 15, which pro- vides adequate lateral ewffi confinement to resist pier berating induced by eccentric loading, while utilizing a standard 30" ext sleeve/brachet over the pier shaft. jF ey,N ,M1 VCoj ONALCN� Page 5 of 9 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. PIER LOAD CALCULATIONS Pier/Footing Load Calculations (worst case location) Component Span Live Dead Total Roof 13 30 10 520lbs/ft Attic 6 0 7 42 lbs/ft Upper Floor 0 40 10 0 lbs/ft Upper Wall 0 0 15 0 lbs/ft Main Floor 6 40 10 300lbs/ft Main Wall 8 0 15 120lbs/ft Foundation 8 0 105 840lbs/ft TOTAL LOAD PER FOOT OF WALL 1822 lbs/ft Max Span between piers 6 feet Max Load per pier 10,932 lbs SAFE PIER LOAD 15,000 lbs FOS=1.4/1 For SAFE LOAD INSTALL LOAD 30000 lbs ACTUAL FOS 2.75 NOTE: CALCULATED MAX WORKING LOAD WILL ONLY OCCUR UNDER RARE CONDITIONS, WHEN FULL SNOW LOAD AND OCCUPANCY LOADS OCCUR SIMULTANEOUSLY. EVEN THEN, THE TRUE LOAD PER PIER WILL BE LESS THAN THE MAX WORKING LOAD SINCE THE PIERS ARE ONLY PROVIDING SUPPLEMENTAL SUPPORT, AS THE CURRENT FOUNDATION FOOTINGS WILL ALSO CONTINUE TO PROVIDE SUPPORT. HENCE THE ACTUAL FOS IS EVEN LARGER THAN STATED. o�\Nheat�i ci\espbbottAsse�. w Ps CAA 0 0` Page 6 of 9 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. STRUCTURAL REPAIR SPECIFICATIONS: CITY OF WHEAT RIDGE CODE DESIGN CRITERIA: • 2018 IRC • Roof Snow Load 30 psf • Wind Speed 135 Vult • Wind Exposure C • Seismic Design Category Residential B UTILITY LOCATES: • All utilities to be located by the contractor, before commencing with any excavation, includ- ing but not limited to underground electric, gas, water, sewer, cable, phone. • Contractor to notify the engineer of any utility conflicts with the proposed repairs, to allow for modification to the design as needed. • Contractor assumes all risk and responsibility for protecting all utilities. Coyle Structural In- spection Engineers is not responsible for any damages to any utilities caused by the contrac- tor. STEEL HELICAL PIERS: • GRIP-TITE - Model RDS 2875 (round shaft) Helical Pile with Standard Duty Low Profile Repair Bracket. • Piers shall have 8" (minimum) HELICES, installed at locations shown on the diagrams. • Piers to be installed to a minimum safe working capacity of 15,000 lbs (15 KIPS) where safe working capacity shall be no less than 50% of installed resistance (i.e. 30,000 lbs (30 KIPS) for a 2:1 factor of safety). Typical torque to resistance relationships (9.1) result in a torque in- stallation requirement of 3,500 FT -LBS to attain 30 KIPS install load. • Installation torque serves as emperical verification of pier capacity, yielding an onsite load test for each pier. Therefore, soils testing is not necessary for generating a theoretical ca- pacity. • It is assumed that each new pier will achieve penetration into bedrock or competent bearing soil, and can be installed to the specified capacity. Should bedrock or competent bearing soil (specified capacity) not be reached within reasonable depth/distance, this office should be no- tified for further instruction. • Footings shall be clipped flush to the foundation wall plane, at the pier locations. • Any encountered caissons are to be reported to the engineer for further instruction and possi- ble need for abandonment. • Contractor to maintain accurate pier depth and pressure/torque charts for each pier, showing depth and pressure/torque at each pier shaft section. Charts shall be filled out in real time dur- ing installation, and maintained onsite for engineer review during inspection. Charts shall be provided to engineer in final form upon completion. CARBON FIBER STRAPPING: • SRS-600UNI FLEXIBLE by Structural Reinforcement Solutions (SRI' Ur�i\ys pgbott pSso�d N O ing Page 7 of 9 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. STRUCTURAL REPAIR NOTES FOR THE HOMEOWNER: • CONTRACTOR SELECTION and VERIFICATION: Structural repairs should only be per- formed by qualified contractors with significant experience. The homeowner is solely responsible for bidding, contractor selection, verification of contractor's experience, licensing, insurance, warranty program, etc. This contractor selection and verification process is not part of the scope of services provided by Coyle Structural Inspection Engineers. • FOUNDATION STABILIZATION: It should be understood that underpinning/stabilization of part of the foundation will minimize future movement in the area stabilized, but will not necessarily pre- vent movement elsewhere. Movement elsewhere (if it occurs) may in fact become more apparent once part of the foundation is stabilized, as cracking may develop at the transition points between the stabilized area and the non -stabilized area. • FOUNDATION ADJUSTMENT: Some incremental adjustments (lifting/lowering/realignment) of the affected area may be attempted with the owner's approval. It must be understood that adjust- ments could cause additional damage to finished surfaces and foundation walls. The owner is encour- aged to be present at the time of adjustments in order to authorize the amount of adjustment to be at- tempted. Coyle Structural Inspection Engineers shall not be responsible for adjustment authorization or for any damages caused by attempted adjustments. • GOOD DRAINAGE PRACTICE: Poor drainage has the potential to cause structural damage and water intrusion. The owner is advised to improve and/or maintain drainage per the guidelines below, in order to promote long term structural integrity for the property. GOOD DRAINAGE PRACTICE (for the homeowner): • Providing and/or maintaining good drainage is recommended in Colorado, in order to promote stabili- zation of moisture content in the foundation bearing soil. Stability of moisture conditions at founda- tion depth is considered essential toward promoting long term structural integrity of all homes. • These drainage remarks are general in nature to all homes in the area, and not necessarily site specific, as each site has unique constraints. In some cases, consultation with a land surveyor may be necessary in order to determine a detailed scope of drainage improvement, based on site constraints. • Provide/maintain positive drainage away from the foundation. Building Codes typically require a min- imum of 2% slope (1/4" per foot) and should be considered an absolute minimum. Ideally, 6" of fall in the first 5' is recommended by most soils engineers in the Colorado Front Range area with expan- sive soil conditions, for landscape areas, and then 2% (1/4" per foot thereafter). However, care must be taken not to raise the soil too high relative to siding/framing. Several inches of clearance should be maintained to deter moisture and pest access. If clearance cannot be maintained, then cutting the soil down and away from the foundation may be necessary in lieu of adding soil. In this case landscape drainage swales and/or french drains may need to be created in order to convey the drainage in a con- tinuous manner. In some cases, addition of sidewalk "skirts" or hardscape patios may be an alterna- tive. • Hardscape areas such as driveways, patios, sidewalks, etc. should slope away from the foundation, at a minimum of 1% slope (1/8" per foot) and should be installed at an elevation that does not act as a barrier to drainage. Where abutting the foundation, the hardscape should be well sealed to prevent moisture penetration. It is not recommended to attach hardscapes to the foundation via rebar pinning. • Construct or improve landscape swales, as needed, to route the drainage around the foundation. The flowlines of the swales should have a slope of at least 2% (1/4" per foot). In areas where 2% cannot be attained, a minimum slope of 1% is acceptable if a French drain is incorporated in the flowline. Swale flowlines should be located no closer than 5 feet from the foundation walls. The swales should be continued to a points where natural drainage is possible. • Maintain/repair/replace roof gutters and downspouts, as needed, to prevent leakage and/or overspil- Page 8 of 9 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. ling around the foundation. Install and/or repair/maintain downspout extenders, as needed, to dis- charge a minimum distance of 5 feet from the foundation. Determine the discharge locations of any buried downspout pipes and test with a hose to ensure unimpeded flow and visible (daylight) dis- charge locations. If the discharge locations are not evident, and/or if blockage exists, the pipes may need to be extended or replaced. Determine the locations of any and all active sprinkler heads, and move as needed to a distance of 5 feet from the foundation as a minimum, and orient so that spray does not fall within 5 feet of the foun- dation. Drip irrigation and/or "misting" heads are generally considered to be acceptable as long as they are used sparingly. Maintain or create a 5 foot wide non -irrigated landscape buffer around the foundation. • Replace or modify any solid landscape edging to allow drainage to pass thru the edging. Remove any plastic weed barriers adjacent to the foundation (within 5 feet). If a weed barrier is desired, use a geo- textile mesh landscape fabric that allows the soil to evaporate its excess moisture. Page 9 of 9 From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Residential Interior Remodel Date: Monday, September 20, 20214:51:31 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 2943 Eaton Street Property Owner Name Clair Michelle Meij Property Owner Phone 303-304-6725 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email clairmeij@gmail.com Address Attach City of Wheat Mei 2943 Eaton St oavment.odf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Applicant Name Clair M Meij What is your role in the Property Owner project? Are you performing the No work yourself, live in the home and will be living in the home 1 year after completion? Contact Phone Number 303-304-6725 (enter WITH dashes, eg 303-123-4567) Contact Email Address clairmeij@gmail.com for Plan Review Comments Retype Contractor clairmeij@gmail.com Email Address 0]:K16]CII91M0N]MYLO]M:/ Detailed Scope of In 2015, the previous owner had a french drain and sump pump Work - In the space system added by a contractor, but no permit was pulled at that below (not as an time. Last week Underpinning The Rockies installed foundation attachment), Provide a piers in the basement and the french drain was damaged in the detailed description of process. This permit is for the repair of the existing french drain, work including which Underpinning The Rockies is liable for, any items that are mechanical, electrical, identified from the preexisting work, I, the homeowner am liable plumbing work for. The repair involves bypassing the piers, which are too shallow to run a french drain over, and rendering the french drain occurring, fully functional again by connecting the two pieces that were adding/removing walls, affected.. etc I, the applicant, I have entered a detailed scope of work. understand my application will be rejected if I do not include a Detailed Scope of Work. Location of Work Basement Square Footage Area Approximately 10 X 10 Ft of Work Being Performed Asbestos Report Field not completed Upload letter size Field not completed documents here Construction Plans Field not completed. scanned on 11'x17" or larger Project Value (contract $3,000 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Clair M Meij 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. From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Foundation Repair Date: Wednesday, September 1, 202111:31:05 AM Foundation Repair This application is exclusively for FOUNDATION REPAIRS. YOU MUST ATTACH A VALID ELECTRONIC PAYMENT ORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes Foundation Repair? PROPERTY INFORMATION Property Address 2943 Eaton Street Wheat Ridge, CO 80214 Property Owner Name Clair Meij Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" 303-304-6725 clairmeij@gmail.com Wheat Ridae Electronic Payment Form for UTR.odf CONTRACTOR INFORMATION Contractor Business Underpinning the Rockies Name Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the 210202 City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123- 4567) Contractor Email Address 7202435724 info@utrockies.com Retype Contractor info@utrockies.com Email Address DESCRIPTION OF WORK Location of Work 4 Interior Helical Piers How is repair being Piers done? Piers, strips, etc. # of Piers or Strips 4 Upload engineer letter or pages on 8 1/2" x 11" only Repair Plan Set on 11'x17" only - if applicable UTR 2943 Eaton St Wheat Ridae PIER DESIGN.odf Field not completed. Project Value (contract 5960 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Michael Schmidt Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. City of Wheat Ridge Resid. Windows/Doors PERMIT - 202002088 PERMIT NO: 202002088 ISSUED: 10/15/2020 JOB ADDRESS: 2943 Eaton St EXPIRES: 10/15/2021 JOB DESCRIPTION: Replacing 9 windows throughout home. U -value is .30 *** CONTACTS *** OWNER (303)304-6725 MEIJ VERONICA SUB (770)433-8211 GARY CUMMINGS 170102 HOME DEPOT U.S.A., INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 15,520.95 FEES Window Replacement 50.00 Total Valuation 0.00 Use Tax 325.94 ** TOTAL ** 375.94 *** COMMENTS *** *** CONDITIONS *** Windows shall comply with all applicable codes, have a .30 or better U -factor and shall be safety glazing if within a tub enclosure, less than 18 inches above the floor or within 24 inches of a vertical edge of a door. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and a"a pp;aIlya cable municipal codes, policies and procedures, and that I am the legal owner or have bcen authorized by the legal owner of the property anam authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am luthorizedtoincludealI entities named within this document as parties to the work to beperformedand that all work to be perrmed 1s 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 pernut 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 pen -nits is at the sole discretion of the Chief Budding Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The . ance or gran irg of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any ap i le code or a . 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. Dina Kemp From: no-reply@ci.wheatridge.co.us Sent: Wednesday, October 14, 2020 5:07 PM To: CommDev Permits Subject: Online Form Submittal: Residential Window/Door Replacement Permit Application Categories: Dina Residential Window/Door Replacement Permit Application This application is exclusively for RESIDENTIAL REPLACEMENT WINDOWS and DOORS - LIKE FOR LIKE ONLY. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM AND WINDOW/DOOR CUTSHEET (SPEC SHEET) IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes replacement window(s) and/or door(s) like for like? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD** 2943 Eaton Sst Clair Meij 303-304-6725 Field not completed. Meii cc form.pdf CONTRACTOR INFORMATION 1 Contractor Business Home Depot USA Name Contractor's License 170102 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 801-710-2507 Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address jamie@reedysetgo.com Retype Contractor Email jamie@reedysetgo.com Address DESCRIPTION OF WORK Number of window 9 and/or doors being replaced Location of 1 living room, 3 bedroom, 1 bathroom, 2 master bedroom, 2 window(s)/door(s) being kitchen. replaced (for example, master bedroom, kitchen, bathroom, etc): What is the u -value of the .30 window(s)/door(s)? City of Wheat Ridge requires the u -value to be .30 or better on windows.. Attach copy of Meii specs.pdf window/door cut sheets showing sizes and a -value Project Value (contract 15520.95 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 6 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. 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 Jamie Reed Permit Email not displaying correctly? View it in your browser. 1NSTO O E INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 kol�—�ellations must be submitted via the online form before 8 a.m. the day of the inspection F cupant //TTyp Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Pier Initials Comments Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Ins Underground/Slab Inspections Date Inspector Initials Comments Electrical Sewer Service Plumbing Do Not Cover Unde Rough Inspections Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric h Plumbing/Gas Line h Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections round or Below/In-Slab Work Prior To Date Inspector Initials Landscaping & Parking / Planning Dept. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building Date Inspector Initials I Of The Above I Comments Comments Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate Of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather ions City of Wheat Ridge Residential Roofing PERMIT - 201700816 PERMIT NO: 201700816 ISSUED: 05/23/2017 JOB ADDRESS: 2943 Eaton ST EXPIRES: 05/23/2018 JOB DESCRIPTION: Tear off to deck; reroof 13 squares with GAF Timberline *** CONTACTS *** OWNER (720)474-0081 MELT VERONICA SUB (303)346-6010 Roy Thomas 090287 Mountain States Home Improve *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,341.00 FEES Total Valuation 0.00 Use Tax 60.14 Permit Fee 109.20 ** TOTAL ** 169.34 (� *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding k/2 -inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€1'Ms installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer's technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. City of Wheat Ridge Residential Roofing PERMIT - 201700816 PERMIT NO: 201700816 ISSUED: 05/23/2017 JOB ADDRESS: 2943 Eaton ST EXPIRES: 05/23/2018 JOB DESCRIPTION: Tear off to deck; reroof 13 squares with GAF Timberline I, by my signature, do hereby attest that the work 0'e performed shall comply with all accompanyingg approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am t7�e legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in thepermit 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 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. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of Date: jorwh6atj �g MMUNITY DEVELOPMENT Permit #:��?, CI Building Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Facsimile Building Permit Application Property Address: �Zq N 3 g'TaJ T" Property Owner (please print): V of .W ,Esq Phone: 720 - Mailing Address: (if different than property address) Address: City State Zip:},��' 4 P64 , CA) FF C�ai'. y Contractor: jyloKN?lN-1 5r*rb°S #O kO %e rr Contractor License #: Qc(U a 1 ' 7 Phone: 30 3 - 3 4 b- Cao t o Use of space (description): ize. rvo -c— Dlaa ription of work: ff ..,-1(y rcrtia �� s i �) � � . Plan Review (due at time of submittal): $ r n.»ioreri Ik�- Sq. FUL.Ft added: Squares BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subjec action. CIRLCE ONE.: (0 ER) C NTRACTOR) r PERSONAL REP IVE of (OWNER (CONTRATOR) PRINT NAME: SIGNATURE: Date: 3 DEPARTMENT USE ONLY ZONING COMMENTS: Zoning: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: OCCUPANCY: Reviewer. FIRE DEPARTMENT:: 0 approved w/ comments C) disapproved 13 no review required Bldg Valuation: $� (� , Credit Card Payment: Use credit card listed on file. Date: Print name: Simature: 0 0 O ro 7rotl O ° p m v [q b fes+ N m z 0 ro y p 3 m H fD M n w txr n y n < m c n Ir ax K o m rr N- Ob yz Cyo g9trm' w N. �t O ttho l7 CC m N td a H Ut W $U 0 F�• z G7'] � � fA z r W m o m m N 0 o 0 N W p o 0 o° o ny M N v U M M N. M a x ro m a 0 Y- xo m r rr a N ^ o In I< 4 In tP n y O w n m oo lQ M m n m �- r o O m O ro I m P' y h r a rr 7 [r o „ a F-' a E n �+ �k ~ n 0 o H ID � a a r H m a ° m � m \ 1 O r N y m rmr J C� ►� a H .a 'C � a !� � a 7 `�• p' ro tr 'U H � m a m N m e d ►�.+ o o a 0 I/�� Cl n q w n N. o �� lD G P. m o ro x r O L< 0H rr m t* t C� ( T n m a m Oy m M C rjl Wm H m 0 C 0 0� w C rte- w W Id tr1 rr m rr m 7d tyjJ .�� oo m a 00 m o a 0 n ° C M O W '=J 0 n M a M (p b o m o m 7 � a 10 br N' N 0 W ,CO Fj z r� o J L, a > m d H W o a O Z a rr w o rr 0 n O pi aro, pm ct rr n P- (D xm m m n m m p Fl 0 m r a M m M N a r N m p m N m p a O a � 0 � J V INSPECTION RECORD Occupancy/Type INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date jInspector Comments s Pier Concrete Encased Ground (CEG) ".� �✓r7, Foundation / P.E. Letter Do Not Pour Concrete Prior To Annroval Of Thp Ahnva Incnarrfinnc Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing UO NOT (:Over Unaerarounci or Belownn-slab Work Prior To Annrnval Of Tho Ahnva Incnacfinnc Rough Inspections Dat Inspec Init' Comments Wall Sheathing 00 Mid -Roof Lath / Wall Tie Rough Electric' Rough Plumbing/Gas Line rr- Rough Mechanical Rough Framing �^ Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. G, Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage/ Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved ;Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. ror low voltage permits — riease De sure mat rougn inspections are compietea trom the Tire Uistrict and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge Res. Accessory Struc PERMIT - 201702448 PERMIT NO: 201702448 ISSUED: 07/27/2017 JOB ADDRESS: 2943 Eaton ST EXPIRES: 07/27/2018 JOB DESCRIPTION: Permit for an accessory structure, (garage) wood frame, 20 X 30 X 10&#39; (overall height 15&#39;) 600SF total detached located in rear yard (entrance off alley) *** CONTACTS *** OWNER (720)474-0081 MELT VERONICA SUB (303)289-8620 Sean Sant 022249 A -Shed USA *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 21,000.00 FEES Total Valuation 0.00 Plan Review Fee 246.12 Use Tax 441.00 Permit Fee 378.65 ** TOTAL ** 1,065.77 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. ZWM: Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials: A right-of-way permit may be required; contact Public Works Department at 303-235-2861. 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: 3 Job Address: ° 3 E!R>7 5 Permit Number: ItC11706777 ❑ No one available for inspection Time I005;' AM/PM Re -Inspection required: Yes'" No When corrections have been made, call for re -inspection at 303 -234 - Dated () Inspector: DO NOT REMOVE THIS NOTICE A City of Wheat Ridge Res. Accessory Struc PERMIT - 201702448 PERMIT NO: 201702448 ISSUED: 07/27/2017 JOB ADDRESS: 2943 Eaton ST EXPIRES: 07/27/2018 JOB DESCRIPTION: Permit for an accessory structure, (garage) wood frame, 20 X 30 X 10&#39; (overall height 15&#39;) 600SF total detached located in rear yard (entrance off alley) *** CONTACTS *** OWNER (720)474-0081 MELT VERONICA SUB (303)289-8620 Sean Sant 022249 A -Shed USA *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 21,000.00 FEES Total Valuation 0.00 (- Plan Review Fee 246.12 Use Tax 441.00 Permit Fee 378.65 ` ** TOTAL ** 1,065.77 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. ZWM: Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. City of Wheat Ridge Res. Accessory Struc PERMIT - 201702448 _1�9� PERMIT NO: 201702448 ISSUED: 07/27/2017 JOB ADDRESS: 2943 Eaton ST EXPIRES: 07/27/2018 JOB DESCRIPTION: Permit for an accessory structure, (garage) wood frame, 20 X 30 X 10&#39; (overall height 15&#39;) 600SF total detached located in rear yard (entrance off alley) 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 partes to the work to be performed end that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. -7/3-"? Signature of OWNER or CONTRACTOR (Circle one) Date f 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The!" or granting of a permit shall not be construed to be a per�r, or an a f, a vi ation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Ap is su j t e'ld spection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of _y,'e'W heat j�idge COMMUNITY DEVELOPMENT 4 DP* Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(cD-ci.wheatridge.co.us FOR OFFICE USE ONLY Date: il ('P � 45 Plan/Permit # Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: � Owner r �e(r'Vi r) Phone: -21Y -7y Cfj Property Owner Email: 4,,i- , ir1 • r, ` Mailing Address: (if different than property address) Address City, State, Zip: Architect/Engineer: Architect/Engineer E-mail: Contractor: Phone: Contractors City License #: Phone: 2)03 X- -i - (a,.0 Contractor E-mail Address: 1Le�s _ J�e cG Sub Contractors: Electrical W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL 0 ❑ RESIDENTIAL Description of work: (Check all that appl)y) ❑/NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ® NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Wl:`��� �r LY\� L✓c�� V X �L ASU Vu-\( 'r, Sq. Sq. Ft./LF Amps �aJ S Btu's Squares !, I . 'N U�00 Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNS (CONTRACTOR) (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): (VtJ� � DATE: 2 - ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ RESIDENTIAL Building Permit — Plan Review Worksheet Address: �J.: Lot Size: 6 5 sq. ft. Zoning: ?, _ I C.. Lot Width: t .— ft. Rev. 03/2017 Property in the flood plain? �J If yes, notify PW Floodplain Administrator and add surveying condition FLD Type of project (applicable survey conditions in parenthesis): eq>Accessory ISP, ILC or site plan none if in floodplain (FLD) ❑ Addition ILC and site plan if w/in 2' of setback or in floodplain (FND) if in floodplain (FLD) Ll New Win 2' of setback (NRS) New ILC and site plan yes (FND) if in floodplain (FLD) Maximum Lot Coverage:"" % sq. ft. Existing Improvements: House: Shed: Detached garage: Other: Proposed Improvements - sq. ft. House/addition: I1 sq. ft. sq. ft. Shed: (0 00 0 sq. ft sq ft. Detached Garage: sq. ft. sq. ft. Other: sq. ft. Total Existing 1 " sq. ft Proposed+Existing sq. ft Lot Coverage \ % Lot Coverage 2 % Required Setbacks: FR �Z- S_5 SR ;= Provided Setbacks: FR `I� S e2_ S R _ For additions or new construction, is the structure within 2 feet of minimum setbacks? If yes, add surveying condition FND. Maximum Height: ft. Maximum Size: sq. ft. Proposed Height: `' Proposed Size: sq. ft. Does the bulk plane apply? (Y/N) ; 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 -1C and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? 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. Streetscape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots t ❑ New development ❑ Additions that increase floor area by 60% or more — use formula: (proposed floor area — existing floor area ) / existing floor area = % inc. If any box above is checked ... (see next page) Rev. 03/2017 For SF/DUPLEX—Is there existing ❑ Curb ❑ Gutter L15 -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. Other Conditions Access (applies 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. ❑ For all uses, one access point per property is permitted. Landscaping (applies to additions and new dwelling units) ❑ For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Street trees required: Street trees provided: ❑ 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. 9- c-, ck 3 E -i:�, S\ - CO The first 25' of a driveway from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick paver or similar material. Contact Dept of Public Works for ROW Permit 303-235-2861. 5o , CCAQ,-\ � APPROVE BY: '4*"WJA DATE:_Dtl'y` -1j�1 -- COMMENTS: Z7 t C NkC 550" cXXI dt 14 eVXage gv11d1o9VXv.s`OT% 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. JobTruss 8525 uss Type Qty Ply 2771223 833010111 P1580207 PUEENPOST 9 1 JA-Shed UFP Lafayette, LLC, Lafayette, CO 80026. Tom Craig 7.640 a Feb 22 2016 MiTek Industries, Inc. Tue Apr 26 09:22:04 2016 Page 1 of 1 Copyright 02016 Universal Forest Products, Inc. All Rights Reserved 010.8 6-6.6 10-0-0 13-5-10 20-0-0 a X20-10 0.10 8 6-6.6 3-5-10 3-5-10 6-6-6 0-10.8 4x4 = D 4.00 12f 7-s-s 1.5x4 1.5x4 �i C E I J 1 r B F G a A I' H 44 = 6x10 = 45 = 10-0-0 20-0-0 10-0-0 10-0-0 Plate Offsets X Y 8:0.2-10 Ede F:0-2-10 Ed e LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TCLL 40.0 (Roof Snow=40.0) Plate Grip DOL 1.15 TC 0.92 Vert(LL) -0.18 F-H >999 240 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.74 Vert(TL) -0.52 F-H >453 180 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.08 F n/a n/a BCDL 10.0 Code IBC2012rrP12007 (Matrix) Weight: 60 Ib FT = 10% LUMBER- BRACING. TOP CHORD 2x4 SPF No.2 TOP CHORD Structural woad sheathing directly applied. [P] BOT CHORD 2x4 SPF 1650E 1.5E BOT CHORD Rigid ceiling directly applied or 8-4-3 oc bracing. WEBS 2x4 WW Stud/Std 01 REACTIONS. (Ib/size) 8=1285/0.3-8 (min. 0.2-0), F=1285/0.3-8 (min. 0-2-0) Max Horz B=-89(LC 9) Max UpliftB=341(LC 6), F=341(LC 7) heat R`dge FORCES. (lb) - Maximum Compression/Maximum Tension TOPCHORD /8617 -I=-22489/872, C-D=-1974/643, D-E=-1974/643, E-J=2489/872, F-J=2634/861, F-G=0/25 1VISjOn Bu`1d�ngD BOTCHORD B-H=027/2I=-263 WEBS C-H=843/373, D-H=-270/972, E-1-1=843/373 NOTES- 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=110mph; TCDL=6.Opsf; BCDL=6.Opsf; h=20ft; Cat. It Exp C; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 40,0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 341 Ib uplift at joint B and 341 Ib uplift at joint F. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard N90 L/C GQ�.• WAYN�•�F4 P ?= 43765 6-Signed by Thaws (21 v. w • • �ss/01 ANG M- The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document not necessarily the current state building code, The engineering seal Is not an approval to use in a specific state. The final determination on whether 4/26/2016 a'russ design is acceptable under the locally adopted building code rest with the building official or designated appointee. ® WARNING - Verify design and READ NOTES Universal Forest Products, Inc. 2801 EAST BELTLINE RD, NE parameters Truss shall not be cut or modified without approval of the truss design engineer. PHONE (616)-364-6161 FAX (616)-365-0060 GRAND RAPIDS, MI 49525 This component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA, 6300 Enterprise LN, Madison, WI 53719 J:lsupport\MitekSupp\templateslufp.tpe SOLE PLATE — — — — — SIMPSON HTT4 CONCRETE 1 FOUNDATION STRAP U.N.O. FOUNDATION, SEE DETAIL 1 yMPSON HTT4 FOUNDATION STRAP i ROLL -UP DOORS SN4Wk--,� N T. I I I 1 SIMPSON H714 FOUNDATION STRAP` SIMPSON H174 FOUNDATSTRAPION K7 --- FOUNDATION PLAN 30"-0" T HR RATED WALL AS REOUIRED BY BUILDING OFFICIAL - 2x4 WALL STUDS EXTEWOR SIDE ONE LAYER 48' WIDE %_ TYPE "X' GYPSUM SHEATHING APPLIED PARALLEL TO WALL STUDS AT 24" o.c. r/ 1 4' GALVANIZED ROOFING NAILS 4" o.c. AND 7" o.c. AT INTERMEDIATE STUDS AND TOP AND BOTTOM PLATES. JOINTS OF GYPSUM SHEATING MAY BE LEFT UNTREATED. EXTERIOR CLADDING TO BE ATTACHED THROUGH SHEATHING TO STUDS, INTERIOR SIDE: ONE LAYER %' TYPE 'X" GYPSUM WALLBOARD APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS •/ 6d COATED NAILS, 1%" LONG, 0.0915" SHANK, Y" HEADS OR L14' DRYWALL SCREWS, 7" o.c. GA FILE NO. WP 8105 NOTE: JOINT AND FASTENER TREATMENT NOT REQUIRED PER IBC 2508 4 EXCEPTION 1 h 2 PROVIDE 2X4 PLATE BRACING TO TOP CHORD OF TRUSS 0 8'-0' O.0 DOWN TO WALL PLATE AND TRUSS CHORD AT EACH END TYP_ T k R WALLS DOUBLE 2"k4' TOP PLATE INTERLOCK AT CORNERS PROVIDE SIMPSON H3 HURRICANE CUP (1) EA END OF EA TRUSS CABLE END TRUSSO.S.B.^ ROOFING- TYPE A OR Bt /r �- ROOF TRUSSES J FELT / gHworc t^_, ABLE END TRUSS 24' PROVIDE MIN OF 1:300 SOUARE INCHES / UPRIGHTS 0 24" .C. OF ROOF AREA VENTILATION x -30 -YEAR ARCHITECTURAL COMPOSITION SHINGLES METAL F 7/16" (NOM.) O.S.B. 4� �ENTIRELPERIMETERLASHING FASTEN W/ 8d NAILS NAIL GABLE 0 6' O.C. TRUSS TO TOP PLATE SHEATHING TO DBL. \ TOP PL ENO WALL REQUIRE JOWBtE TOP PLATE HEADER ABOVE GARAGE INTERLOCK 0 CORNERS DOOR (SEE SCHEDULE) STUD WALLS (SEE SCHEDULE) 1'x4" TRIM DOUBLE TRIM STUD AND SINGLE KING STUD TREATED SOLE PLATE - FOUNDATION R£: DETAIL 2END WALL DETAIL ROOF SHEATHING SCHEDULE ORIENTED STRAND BOARD (O.S.B.) WIND LOADING CRITERIA: 150 MPH (3 -SEC PANEL THICKNESS- 7/16" 1. LIVE LOADS PER SCHEDULE SPAN RATING 24/16 2 ALL CONSTRUCTION TO BE PER 20115 IRC UNLESS LONG DIM. PERPENDICULAR TO TRUSSES OTHERWISE NOTED. / JILL BALL UL I AIL DETAIL FOR ANCHOR 4 N.T.S. BOLT LAYOUT NOTES: 1 FRAMING CONDITIONS SHOWN ON THE ELEVATION ARE FOR STANDARD GARAGE CONSTRUCTION AND MAY VARY SLIGHTLY. IF ACTUAL. LAYOUT VARIES SIGNIFICANTLY FROM THAT SHOWN HEREIN. CONTACT STRUCTURAL. ENGINEER FOR APPROVAL city of Wheat Ridge Building Division 3/8' SMART PANEL - OR 4" OS. B. - NAIL TO STUDS WITH 8d COMMON NAILS 0 6" O.C. (TYP.) EXCEPT WHERE TIGHTER SPACING IS REOUItEo, SEE SCHEDULE ulbN 4,q 0' L msi's, zc6 45533 0/16!01727 O W2 i/NIIIIIINIII,,, - EXPOSURE C -I DESIGN SCHEDULE 3. WOOD FRAMING BUILDING ADDRESS 2943 EATON ST. B. ALL FRAMING MEMBERS SHALL BE HEM -FIR STUD GRADE OR BETTER WITH THE FOLLOWING WHEAT RIDGE, CO 80214 DESIGN VALUES (U.O.N.) Ft= 600 PSI 4BUILDING SIZE: Fr• 95 PSI Em -rG Fc- 900 PSI PARALLEL WIDTH: �. • , % "/°� E. 1,400,000 PSI LENGTH: C ROOF SHEATHING SHALL BE PER SCHEDULE HEIGHT: 10'-0" STAGGER LAYOUT (APA COND. 1) D EXTERIOR WALL SHEATHING SHALL BE OVERALL BUILDING HEIGHT: ° `' ` 13'- 4 / 1 'SMART PANEL' FASTENED TO FRAMING PER STANDARD GARAGE ROOF do WALL SHEATHING NAILING SCHEDULE. E. NAILING SCHEDULE STUD TO TOP PLATE 2-16d STUD TO SILL PLATE 2-16d TO END DBL PLATE SPLICE 16d AT 16" DBL. HEADER 16d AT 16" (TWO ROWS) HEADER TO STUD 6-8d 4. ROOFING A CLASS A FIBERGLASS SHINGLES B. 15 LB. ROOFING FELT C. G STYLE METAL FLASHING AND DRIP EDGES REOUIRED ALL SIDES. 5. GENERAL A ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. BUILDER SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES, STREETS, UTILITIES, ETC. 8 BUILDER IS RESPONSIBLE FOR SAFETY OF BUILDING DURING CONSTRUCTION. PROVIDE ALL SHORING OR BRACING AS REQUIRED AND PER GOVERNNG REGULATIONS. ROOF SNOV' LOAD: 30 PSF DESIGN WIND SPEED (3 -SEC GUST): 115 MPH WIND FYT6c,1IPr (`ATFMRY -- C' SEtSp{""bj, g4TE .. • I w 3 ROM!", w.. SOICIfAMNG` M '1500 P;F (ASSUMED) n DETAIL SHEET REQUIRED: SHEET 2 OF 2 3 rri 0 c',1 UJ Z Qz00 Q w ry a- C) CJ C J CJ L,j � Z i = w G, U � a I i— w w w 0 1iI Q � I w Imo-- Z w cn O (nN w Lta < <t 1`0 cy- C� N W m 0 z o F I��s�>•sasa —----------- I bM I 3/8" SMAM PANEL - NAIL TO STUDS WITH Bid COMMON I�. / JILL BALL UL I AIL DETAIL FOR ANCHOR 4 N.T.S. BOLT LAYOUT NOTES: 1 FRAMING CONDITIONS SHOWN ON THE ELEVATION ARE FOR STANDARD GARAGE CONSTRUCTION AND MAY VARY SLIGHTLY. IF ACTUAL. LAYOUT VARIES SIGNIFICANTLY FROM THAT SHOWN HEREIN. CONTACT STRUCTURAL. ENGINEER FOR APPROVAL city of Wheat Ridge Building Division 3/8' SMART PANEL - OR 4" OS. B. - NAIL TO STUDS WITH 8d COMMON NAILS 0 6" O.C. (TYP.) EXCEPT WHERE TIGHTER SPACING IS REOUItEo, SEE SCHEDULE ulbN 4,q 0' L msi's, zc6 45533 0/16!01727 O W2 i/NIIIIIINIII,,, - EXPOSURE C -I DESIGN SCHEDULE 3. WOOD FRAMING BUILDING ADDRESS 2943 EATON ST. B. ALL FRAMING MEMBERS SHALL BE HEM -FIR STUD GRADE OR BETTER WITH THE FOLLOWING WHEAT RIDGE, CO 80214 DESIGN VALUES (U.O.N.) Ft= 600 PSI 4BUILDING SIZE: Fr• 95 PSI Em -rG Fc- 900 PSI PARALLEL WIDTH: �. • , % "/°� E. 1,400,000 PSI LENGTH: C ROOF SHEATHING SHALL BE PER SCHEDULE HEIGHT: 10'-0" STAGGER LAYOUT (APA COND. 1) D EXTERIOR WALL SHEATHING SHALL BE OVERALL BUILDING HEIGHT: ° `' ` 13'- 4 / 1 'SMART PANEL' FASTENED TO FRAMING PER STANDARD GARAGE ROOF do WALL SHEATHING NAILING SCHEDULE. E. NAILING SCHEDULE STUD TO TOP PLATE 2-16d STUD TO SILL PLATE 2-16d TO END DBL PLATE SPLICE 16d AT 16" DBL. HEADER 16d AT 16" (TWO ROWS) HEADER TO STUD 6-8d 4. ROOFING A CLASS A FIBERGLASS SHINGLES B. 15 LB. ROOFING FELT C. G STYLE METAL FLASHING AND DRIP EDGES REOUIRED ALL SIDES. 5. GENERAL A ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. BUILDER SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES, STREETS, UTILITIES, ETC. 8 BUILDER IS RESPONSIBLE FOR SAFETY OF BUILDING DURING CONSTRUCTION. PROVIDE ALL SHORING OR BRACING AS REQUIRED AND PER GOVERNNG REGULATIONS. ROOF SNOV' LOAD: 30 PSF DESIGN WIND SPEED (3 -SEC GUST): 115 MPH WIND FYT6c,1IPr (`ATFMRY -- C' SEtSp{""bj, g4TE .. • I w 3 ROM!", w.. SOICIfAMNG` M '1500 P;F (ASSUMED) n DETAIL SHEET REQUIRED: SHEET 2 OF 2 3 rri 0 c',1 UJ Z Qz00 Q w ry a- C) CJ C J CJ L,j � Z i = w G, U � a I i— w w w 0 1iI Q � I w Imo-- Z w cn O (nN w Lta < <t 1`0 cy- C� N W m 0 z o F * &40 City of commumwomtormmT APPROVED Reviewed for Code compliance I.. -slow pewmalg loswoom*95WAswedf, Iwo - oonar0owe a - - flarowswow6w-ft NOTE 1: NOT SET DURING CONCRETE PLACEMENT, USE 2" DIA.X 7" RAMSET/REDHEAD TRUBOLT WEDGE ANCHORS (5" MIN, EMBDMNT) AT 32" O.C. DO NOT INSTALL, WEDGE ANCHORS UNTIL 3 DAYS (MIN.) AFTER CONCRETE PLACEMENT. Z UNDISTURBED S01L OR STRUCTURAL FILL - 6" AGENCY CERTIFIED 7/16" O.S.B. • FASTEN TO TRUSS PER ROOF NAILING REQUIREMENTS. PSI 183 CERTIFIED ROOF TRUSS ATTACH TRUSS TO TOP PLATE WITH SIMPSON H3 HURRICANE TIES 2x NOMINAL BLOCKING BTWN TRUSSES FASTEN SHEATHING TO BLOCKING PER ROOF NAILING REQUIREMENTS (BOUNDARY CONDITION) FASTEN BLOCKING TO TOP PLATE W/ (4)- IOd T N. DOUBLE TOP PLATE STUDS - SEE SCHEDULE 3/8" SMART PANEL - NAIL TO STUDS WITH 8d COMMON NAILS 1 6" O.C. 2"X4" SOLI PLATE- PRESSURE TREATED WOOD WITH 112" DIA. X 10" @ 32" o.c. A14CHOR BOLTS (U.N.O.) OR EQUIVALENT DRILLED ANCHORS (SEE NOTE 1) - MINIMUM TWO PER PIECE AND ENO BOLTS WITHIN 12" OF END OF SOLE PLATES. PROVIDE 3"X3"XTi1" PLATE WASHERS AT EA. BOLT. 6" CLEAR FINISHED GRADE .j4 BARS CONT @ 18" o,c. HOR1Z (W/ CORNER BARS) - PROVIDE #4 @ 12" o.c. HORIZ AT FROST DEPTH MONO POUR FOOTING 2500 PSI COMPRESSIVE STRENGTH CONCRETE ( -,TYPICAL WALL SECTION VERIFY FROST DEPTH REQUIREMENTS WITH LOCAL JURISDICTION ENDWALL FRAMING/NAILING SCHEDULE THIS TABLE ATTEMPTS TO ADDRESS GARAGES OF VARIOUS CONFIGURATIONS AND SIZES BUT CANNOT COVER ALL EXPECTED SITUATIONS. • IN ALL CASES, THE 'WIDTH' IS THE OVERALL DIMENSION WITH THE MAIN GARAGE DOOR FOR VARIOUS WIDTHS, THE MAXIMUM NUMBER 410 SIZES OF OPENINGS IS SHOWN ALONG WITH ME MINIMUM LENGTHS OF SHIM PANELS BETWEEN OPENINGS IN SEISMIC DESIGN CATEGORIES D OR E. AND 96MPH OR HIGHER WIND ZONES. FOUNDATION HOLDOWN STRAPS (STHD14) ARE REQUkRED ON EACH JAMB OF EACH OPENING, AS SHOWN ON THE FOUNDATION PLAN. ' THE FOLLOWING SITUATIONS MAY REQUIRE MORE DETAILED INVESTIGATION FROM THE ENGINEER.: 1) CONFIGURATIONS WITH MORE OPENINGS OR SHORTER PANELS THAN WHAT IS SHOWN HERE. 2) WHERE THE OVERALL TABULATED LENGTH FOR A GIVEN BUILDNG W±D1H IS LESS THAN THE PROPOSED LENGTH FOR A NEW GARAGE. OVERALL DIMENSIONS SHEAR PANEL DIMENSIONS LUMBER TYPE DESIGN WIND LOAD MAX IMA FRONT OR REAR WALL SIDE OR REAR WALLS WIDTH LENGTH . HEIGHT1ST 2ND MAN MIN.( SHEAR PANEL MAX. ? - 11 " LVA 1 9- ' LVL 2 1 i =- " LVL GARAGE GARAGE DOOR SHEAR NAILING I6' SHEAR SHEAR 1 2 Ii- -LVL DOOR DOOR DOOR PANEL BOUNDARY h MAN I MAX. PANEL PANEL R.O R.O. R 000 WIDTH PANEL EDGEDOORW ` LNWW WIDTH NAILING 20'-0' 30'-0' 10'-0" 16'-0' - - 2'-0' 8d A 3' O.C. 3'-0" I 5'-0' 12'-0' 8d A 6' O.0 (1) FOR WIDTHS GREATER THAN 32 -FT, PROVIDE 2X4 FLAT ROOF BLOCKING IN OUTERMOST 4 -FT OF ROOF PERIMETER WITH EDGE NAsL!NG EACH BLOCK. PROVIDE 70d COMMONS 0 3" O.C. 1N ALL PERIMETER WALL BLOCKS. (2) WHERE WINGWALLS ARE LESS THAN 1/2 -HEIGHT OF WALL, PROVIDE SIMPSON CS16 x 8'-0" (TOTAL OF TWO STRAPS) STRAP WITH BLOCKING APPLIED HORZONTAL AT EACH END Of THE GARAGE DOOR HEADER STUD WAI I SCHFDUI F WALL HEIGHT DESIGN LUMBER TYPE DESIGN WIND LOAD 2X8 SNOW LOAD 115 MPH 1 2 7X8 30 PSF HF NO 2 2X4 0 16' OC HF STUD GR. 2X4 0 12' OC 12 2X6 HEADER SCHEDULE AX (RA.)--_ LENGTH 30 PSF SNOYA+v-� BEARING NON-BEARING WALL WALL - 2X8 2 2X4 2 7X8 2 2X6 2 2X10 12 2X6 1 9-;" LVL 2) 2X8 0 9- " LVL2 2X10 ? - 11 " LVA 1 9- ' LVL 2 1 i =- " LVL 1 9- ' LVL - 14' 2 9,:X LVL I6' 2 11- • LVL 1 2 Ii- -LVL 404 1100 900004100 CRY of Wheat Ridge Building Division 0 z Z 0- �! w O 00 00 LLJ O (J Ln U 0(Y- W Q Q S ._ Q0 Q_ Z w �I � 0 W _ I I � NOTE 1. !f(,L"" V IJVL - NOT SET DURING CONCRETE PLACEMENT, USE I" DIA.X 7" RAMSET/REDHEAD TRUBOLT WEDGE ANCHORS (5" MIN. EMBDMNT) AT 32" O.C. DO NOT INSTALL WEDGE ANCHORS UNTiL 3 DAYS (MIN.) AFTER CONCRETE PLACEMENT. iD 7 UNDISTURBED SOIL 6. i' OR STRUCTURAL FELL B" - 12' (VARIES WITH JURISDICTION) I. .f AGENCY CERTIFIED 7/16" O.S.B. - FASTEN TO TRUSS PER ROOF NAILING REQUIREMENTS. PSI 183 CERTIFIED ROOF TRUSS ATTACH TRUSS TO TOP PLATE WITH SIMPSON H3 HURRICANE TIES 2x NOMINAL BLOCKING BTWN TRUSSES FASTEN SHEATHING TO BLOCKING PER ROOF NAILING REQUIREMENTS (BOUNDARY CONDITION) FASTEN BLOCKING TO TOP PLATE W/ (4)-10d T.N. DOUBLE TOP PLATE STUDS - SEE SCHEDULE 3/8" SMART PANEL - NAIL TO STUDS WiTH 8d COMMON NAILS 0 6' O.C. 2"x4" SOLE PLATE- PRESSURE TREATED WOOD WITH 1/2" DIA. X 10" 0 32" o.c. ANCHOR BOLTS (U.N.O.) OR EQUIVALENT DRILLED ANCHORS (SEE NOTE 1) - MINIMUM TWO PER PIECE AND END BOLTS WITHIN 12" OF END OF SOLE PLATES. PROVIDE 3"X3"A" PLATE WASHERS AT EA. BOLT. 8" CLEAR GRADE 4 BARS CONT 0 18" o.c. HORIZ (W/ CORNER BARS) 2500 PSi COMPRESSIVE STRENGTH CONCRETE i TYPICAL WALL SECTION VERIFY FROST DEPTH REQUIREMENTS WITH LOCAL JURISDICTION 2x4 SOLE PLATE - PRESSURE TREATED WiTH 1/2`4x10" J -BOLTS w/ 7" EMBEDMENT 0 32" O.C. - MIN. (2) BOLTS PER PIECE AND END BOLTS WITHIN 12" OF END OF PLATE. PROVIDE 3"X3"Xj" PLATE WASHERS AT EA. BOLT. SEE NOTE AT DETAIL 1 ,/ .1 (2) #4 BAR HORIZONTAL (SEE NOTE 2.) 10" x 20" FOOTING w/ (2)#4 BARS LOidGITUDItitAL AND #4 DOWELS 0 24" O.C. NOTE 2: WHERE FOUNDATION WALL EXCEEDS 24" TALL, PROVIDE -u4 HORIZONTAL BARS 0 18" O.C. 2 ALTERNATE FOOTING DETAIL VERIFY FROST DEPTH RE4UIREMENTS WITH LOCAL JURISDICTION STUD WALL SCHEDULE - ROOF DEAD LOAD NOT TO EXCEED 15 PSF WALL H(TGVfT DESIGN SNOW LOAD 40 PSF SNOW DES115 t1 L130 LUMBER TYPE ETH 120 MPHR MPH 140 MPH 90 PSF SNOW 30 PSF HF NO. 2 NON-BEARING WALL 2x4 0 i6' O.C. HF STUD GR. 2X4 0 i6" Q.C. 2X4 0 12' O.C. BEAPo WALL 40 PSF HF NO. 2 NON-BEARING WALL 2X4 0 16' O.C, HF STUD GR. 2X4 0 T6' O.C. i 2X4 0 12' O.C. 50 PS Hf N0, 2 2X4 0 16' O.C. HF STUD GR. 2X4 0 t6" O.C. 2X4 @ 2' O.C. 72'-0' 60 PSF HF NO. 2 14'-0' 2X4 0 i6' O.C. HF SND GR. 2X4 0 12' O.C. 5'-0' 90 PSF HF NO. 2 2 x6 2X4 0 12' O.C. HF SND GR. 2X4 0 12' O.C. I 2X6 0 i6' O.C. 3-0' 120 PSF HF NO. 2 2X4 0 12' O.C. I 2X6 0 16' O.C. HF STUD GR, 2X6 0 16' O.C. 8'-0' 14'-0" - - 2'-0' 8d 0 3' O.C. 30 PSF HF NO. 2 2X4 O 16" O.C. I 2X4 0 12' O.C. 2X6 0 16' O.C. HF STUD GR. 20 0 12' O.C. 2X6 0 16' O.C. 10'-0' 12'-0" - - 2'-8" 8d 0 3' O.C. 40 PSF HF NO. 2 2x4 0 12' O.C. 2X6 0 16' O.C. HF STUD GR. 2X4 O 12' O.C. I 2X6 0 i6' O.C. 2X6 50 PSF HF NO. 2 2X4 0 12' O.C. I 2X6 0 16' O.C. HF SND GR. 2X6 O 16' O.C. IV -0, 60 PSF HF NO. 2 2X4 O 12' O.C. 20 0 16' O.C. HF STUD GR. 2X6 016' O.C. 2 9-4' LVL 90 PSF HF NO. 2 12'-0' 2X6 0 16' O.C. HF SND GR. 2X6 0 16 O.C. 11-1 LVL t2o PSF HF NO. 2 2 9- "LVL 2x6 0 16' O.C. HF SND GR. 2X6 0 16' O.C. 2 2X10 PSF OF N0. 2 2X4 0 12" O.C. 2X6 0 16' O.C. Hf30 SND GR. 2X6 0 16' O.C. 40 PSF OF NO. 2 2X4 0 12' O.C. 1 6 0 16 O.C. Hr #T2— 2HF HFSND GR. 2X6 0 16' O.C. 2 11 LVL 50 PSF HF NO. 2 9 9 ' LVL 2X6.0 16' O.C. HF SND GR, 2X6 0 i6' O.C. t2'-0' 60 PSF HF NO. 2 9 LVL 2X6 0 16" O.C. HF SND GR. 2X6 0 i6' O.C. 2X6 0 12' O.C. 2•-0° 16'-0' - 3'-0' 3'-8' 8d 0 2' O.C. 90 PSF HF NO. 2 14" 2X6 0 16' O.C. HF STUD GR. 2X6 0 16' O.C. 2X6 0 12' D.C. 120 PSF 1 HF N0. 2x6 O t6' O.C. HF SND GR2 2X6 0 12` O.C. (1) MND SPEED OPTIONS SHOWN ARE 3 -SEC GUSTS AND ARE BASED ON EXPOSURE CATEGORY 'C' HFADFR SCHFDUIF - ROOF DEAD LOAD NOT TO EXCEED 15 PSF (R.O.) 30 PSF SNOW 35 PSF SNOW 40 PSF SNOW 50 PSF SNOW 60 PSF SNOW 90 PSF SNOW 120 PSF SNOW LENGTH BEARIN 9 WALL NON-BEARING WALL BEM WALL NON-BEARING WALL BEAPo WALL NON-BEARING WALL WALL NON-BEARING WALL BEARING WALL NON-EII WALL BEARING WALL NON-BEARING WAIL BEARING WALL NON-BEARING WALL 2 4 72'-0' 4 10'-0' 8'-0° - - 2'-0' 8d 0 3' O.C. 14'-0' 2 6RLgVL 3'-0* 5'-0' 2 2x6 10 2 x6 16'-0' 2x6 6 -W 12'-0' - - 2'-0' Sd 0 3' O.C. 3-0' 1 2 6 0 6 1 LVL 36'-0" 8'-0' 14'-0" - - 2'-0' 8d 0 3' O.C. 3 -0' 6 12'-D' Bd 0 6' O.0 10'-0' 12'-0" - - 2'-8" 8d 0 3' O.C. 20'-0' - 2 2x10 2 9' LVL 2 X6 1 9-4* LVL 2X6 1 'LVL S 9-4" 2 8 3'-0` 5'-0' 12'-0' 8d 0 6' O.0 1 9 'LVL 2X 9 "LVL 48'-0' 2 9-4' LVL 1 2 LVL A9* 12'-0' 8d 0 6. O.0 10'-0' 16'-0' - - 2'-6' 8d 0 2' O.C. 2 11-1 LVL 2 9- lVL 2 11 - LVL 2 9- "LVL 2 9 ' LVL 2 2X10 9 ' LVL g2l 2 2X10 2 11 ' LVL 1 9 ' LVL 2 ' LVL 1 9 ° LVL 3'-0' 1 9 ' LVL 8d 0 6` O.0 10'-0' 16'-0' - 3'-0' 3'-0' Bd 0 2' O.C. 12'-0' 16'-0' - 3'-0' 3'-0" 8d 0 2' O.C. 30'-0' 2 11 LVL 1 9 ' LVL t ' LVL 9 9 ' LVL 2 11 ' LVL 1 9 ' LVL 14" L 2 9 ` LVL S0'-0' 2 9 LVL S'-0' 12'-O' Bd 0 0""' O.0 2•-0° 16'-0' - 3'-0' 3'-8' 8d 0 2' O.C. 2 117F 1 9 ' LVL 14" 2 14' L 2 9 ' LVF 8d @ 6' O.0 2 9 " LVL 8' 2 9 ' lV12 3-0" 5'-0' t2'-0' Bd 0 ti O.0 4' LVL 2 9 LVL i6' 2 18' LVL 2 ' LVL 2 18' LVL 2 11 ' LVL 3 t6' L 2 it 'LVL- o'-0' i6'-0' 16'-0' - 2'-8' Bd 0 2' O.C. 3 -0" 5'-0' 12'-0' 1"2 11 LVL 1 ' 2 k 3 16' LVl(2) 2 11 'LVL 3 16° LVL(2) 2 11 " LVL 3 18' LVL(2) 2 11 ' L'r11 'LVL18 2 it LVL 3 i6` VL(2) 2 3 18' LVL(2) 2 11 'LVL 3 18" LVL(2) 1 VL - 2 14' LVL i1P�-4. a':#n�Tiy1G'is.i is jziz gdj.1 /1�Ni` j3 ENDWALL FRAMING/NAILING SCHEDULE THIS TART ATTEMPTS TO ADDRESS GARAGES OF VARIOUS CONFIGURATIONS AND SIZES BUT CANNOT COVER ALL EXPECTED SITUATIONS. • IN ALL CASES. THE 'WIDTH' IS THE OVERALL DIMENSION WTH THE MAIN GARAGE DOOR. FOR VARIOUS WIDTHS, THE MAXIMUM NUMBER AND SIZES OF OPENINGS IS SHOWN ALONG WiiH THE MINIMUM LENGTHS OF SHEAR PANELS BETWEEN OPENINGS. IN SEISMIC DESIGN CATEGORIES D OR E, AND 11SMPH OR HIGHER WIND ZONES, FOUNDATION HOLDOWN STRAPS (S7TH014) ARE REQUIRED ON EACH JAMB Of EACH OPENING, AS SHOWN ON THE FOUNDATION PLAN. • THE FOLLOI.TNG SITUATIONS MAY REQUIRE MORE DETAILED INVESTIGATION FROM THE ENGINEER: 1) CONT URATWNS WiTH MORE OPENINGS DR SHORTER PANELS THAN WHAT IS SHOWN HERE 22 E THE OVERALL TABULATED LENGTH FOR A GIVEN BUILDING WIDTH IS LESS THAN THE PROPOSED LENGTH FOR A NEW OVERALL DIMENSIONS SHEAR PANEL DIMENSIONS WIDTH MAX. LENGTH MAX. FRONT OR REAR WALL HEIGHT 1ST 2ND MAN M!N. (2 GARAGE GARAGE DOOR SHEAR SHEAR DOOR DOOR DOOR PANEL PANEL LING R.O. R.O. R.O. WIDTH SIDE OR REAR WALLS MAX. DOOR WIMAX. SHEAR PANE WIDTH SHEAR PANEL NkLING 20'-0' 6'-0 -0 ' to'' - - 1'-0' 8d 0 2' O.C. 3'-D' 5'-0' 12'-0' 8d O 6' O.0 2'-0' 8d 0 3' O.C. 24'-0' 8'-W 10'-0` - - 1'-0' 8d 0 2' O.C. 3'-0' 5'-0' 72'-0' Bd 0 6' O.0 10'-0' 8'-0° - - 2'-0' 8d 0 3' O.C. 14'-0' 28'-0' B' -O' 10'-0' - - 2'-0' 8d O 3' O.C. 3'-0* 5'-0' 12'-0' Bd 0 6' O.0 10'-0' 8'-0" - - 3'-0" 8d O 4' O.C. 16'-0' 32'-0' 6 -W 12'-0' - - 2'-0' Sd 0 3' O.C. 3-0' S'-0' 12'-Q` 8d 0 6' O.0 10'-0' 10'-0' - - S-0' 8d 0 3' O.C. 18'-0" 36'-0" 8'-0' 14'-0" - - 2'-0' 8d 0 3' O.C. 3 -0' 5'-0' 12'-D' Bd 0 6' O.0 10'-0' 12'-0" - - 2'-8" 8d 0 3' O.C. 20'-0' 40'-0' 8'-0' 16'-0" - - 2'-0' 8d 0 2' O.C. 3'-0' 5'-0' 12'-0' Bd 0 6' O.0 10'-0' 15'-0' - - 2'-6' 8d 0 3` D.C. 2'-0' 14'-D' - - S -O' 8d 0 3' O.C. 22'-0' 44'-0' 8'-0" 16'-D' - - 2'-0' 8d 0 2' O.C. 3'-0` 5'-0' 12'-0' 8d 0 6' O.0 10'-0' i6'-0' - - 2'-6' 8d 0 2" O.C. 2'-0' 16'-0' - - 3'-0' 8d 0 2' O.C. 24'-D' 48'-0' W-0" 16'-0" - - 2'-0' 6d 0 2' O.C. 3'-0` 5'-0' 12'-0' 8d 0 6. O.0 10'-0' 16'-0' - - 2'-6' 8d 0 2' O.C. 2'-0' i6'-0' - - 3'-0' 8d 0 2' O.C. 26'-0' 50'-0' 8'-0' 16'-0' - 3'-0' 3'-0' 8d 0 2'_0.C6 3'-D' 5'-0" 12'-0" 8d 0 8' O.0 10'-0' 1 i6'-0' - 3'-0" 3'-0' 8d 0 2' O.C. 12'-0' 16'-0' - - 3'-0' 8d 0 2' O.C. 28'-0' 50'-0' 81-0' 16'-0' - 3'-0' 3'-0' Bd 0 2' O.C. 3'-0' 5'-0' 12'-0' 8d 0 6` O.0 10'-0' 16'-0' - 3'-0' 3'-0' Bd 0 2' O.C. 12'-0' 16'-0' - 3'-0' 3'-0" 8d 0 2' O.C. 30'-0' 50'-0' 10'-0' i6'-0" - Y -O' 3'-0' 8d 02' O.C. 3 -0' 5'-0' 12'-0' 8d 0 6' O.0 27' 16'-0' - 3'-0' 3'-B' Bd O 2' O.C. 32'-D' S0'-0' 10'-0' 16'-0' - 3'-0' 3'-0' Bd 0 2' O.C. 3 -0' S'-0' 12'-O' Bd 0 0""' O.0 2•-0° 16'-0' - 3'-0' 3'-8' 8d 0 2' O.C. 34'-D' 50'-0' 10'-0' 16'-D' - 3'-0' 3'-0' Bd 0 2' O.C. 3 -0' 5'-0' 12'-0' 8d @ 6' O.0 12'-0" 16'-0' - 3'-0' 3'-8" 8d 0 2' O.C. 36'-0" 50'-0' t0'-0' 16'-0' 8'-0' - 4'-0' 8d 0 2' O.C. 3-0" 5'-0' t2'-0' Bd 0 ti O.0 i6'-0' 8'-0' - 4'-0' Bd 0 2' O.C. 38'-0' 50'-0" 16-0' 12'-0" - 3'-4' Bd 0 2' O.C. -0° 12'-0' 8d 0 6' O.0 2'-0' i6'-0' 12'-D' - S-4' 8d 0 2' O.C. 40'-0' 50'-0° o'-0' i6'-0' 16'-0' - 2'-8' Bd 0 2' O.C. 3 -0" 5'-0' 12'-0' Bd 0 6' O.0 2'-0' 16'-0' 12'-G' - 4'-0' 8d 0 2' O.C. (1) FOR MOTHS GREATER THAN 32 -FT, PROVIDE 214 FLAT ROOF BLOCKING IN OUTERMOST 4 -FT OF ROOF PERIMETER WiTH EDGE MUING EACH BLOCK. PROVIDE 10d COMMONS 0 3' O.C. IN ALL PERIMM WALL BLOCKS. (2) WHERE MNGWALLS ARE LESS THAN I/2'HEIGHT OF WALL, PROVIDE SMPSON CS16 x 8'-0' (TOTAL OF TWO STRAPS) STRAP WITH BLOCKING APPLIED HORZONTAL AT EACH END OF THE GARAGE DOOR HEADER cvq a e wheat 1 ,.J9 'aUoatn9 06/25/2015 hams n vo m «aN� a cumem„ . E a y � VVm y, C A 1e •s• nre.$ (.0 Z Z Ld Lil n U O Q LLJ Q U U) 0 0Y (f) LTJ O Z Q Q Q W U !� O J I � Q U U E/�< E :D < > W L,J = J U) QU) W O z ach Lo CD N p w z r-' z SR ry w U n In (n O olN 7 17- O ce 2 i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION OTICE Inspection Type: Job Address: Z f 413 A2014/ Permit Number: 2. ®/ f'20 Z'-1'-/ ❑ No one available for inspectiom-Ti ne) � ',� AM/PM Re -Inspection required: Yes iNo, When corrections have been made, call for re -inspection at 303 -234 - Date: Inspector: t� DO NOT REMOVE THIS NOTICE i a � i CITE( VF WHE�i RIDGE _��9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: r Job Address: 7 1/ -3 ZEA 7'0' S Permit Number: % © 2-C/ 14 ❑ No one available for inspection .Time/ = 1 `-' AM/PM Re -Inspection required: Yesro When corrections have been made, call for re-' spe in 303-234-5933 Dater �! ! Inspector: �✓ / DO NOT REMOVE THIS NOTICE �' ' i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Ty p • �/ I �-/ Job Address: Permit Number:. ❑ No one available for inspection` Time 2> AM/PM Re -Inspection required: Yeslo �1 When corrections have been made, call for re-inspezt pn at 303-234-5933 Date: ; " / Inspector: ' 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: Ftzr_ Job Address: l�JA"iUti� Sk• Permit Number:()���� �- t &�ADAD ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, c.0 -for re -inspection at 303-234-5933 Date: Inspec of I �_ Wt CAD M DO NOT REMOV THIS NOTICE i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office e (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 2- V1 O 2-�"lq i Job Address: 2-14 'S FPS 5-T— Permit Number: Z -c> C/I ❑ No one available for inspection: Time AM/ M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: Inspector: --7-v-J DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line 03) 235-2855 Office * (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: "/,► Foy I Ll No one available for inspection: Time7> AM/PM Re -Inspection required: Yes /N When corrections have been made, call for re-inspAiction at 303-234-5933 Date: —inspector* DO NOT REMOVETHIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ER Job Address:o�%�. P M e) Permit Number: N ❑ No one'available'for inspection: Time AM/PM Re -Inspection required: oYe�No When corrections have been made, call for re -inspection at 303-234-5933 Date: & 1 Inspector: DO NOT REMOVE THIS NOTICE (i 41 CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: m i P Job Address: a 9 `/ 3 �a Permit Number: 0 / J�eC�2 ()v -r4) ❑ No one available for inspection: Time /2 , T 41 AM/PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 1303-234-5933 Date: �; � Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Mechanic PERMIT - 201601962 PERMIT NO: 201601962 ISSUED: 12/12/2016 JOB ADDRESS: 2943 Eaton ST EXPIRES: 12/12/2017 JOB DESCRIPTION: Install 60,000 btu furnace (replacement). *** CONTACTS *** OWNER (303)912-4269 CLAIR PEARSONS SUB (303)483-1881 Travis & Brandy Alps 160264 Economy Services, LLP *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,500.00 FEES Total Valuation 0.00 Use Tax 27.00 Permit Fee 40.00@n ** TOTAL ** 67.00 0 1 )j2�o *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2014 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. 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 le ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is 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. Tis or granting of a' it sh not be construed to be a permit for, or an approval of, an violation of any provision of any ap a rd� this jurisdiction. Approval of work is subject to field inspection. 1� 13 Signature of Chief Building Official kr 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 insptimerequestCci.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. 2843 _E&_ 3-_ l 2- Occunaaoy/I� >~���.N IPE 1 RECORD �kBTL� � INSPECTION REQUEST LINE: (303) 2345933 Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11.59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections I Date I ­ initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Rough Inspections Date Inspector initials Wall Sheathing Mid -Roof Lath /Wall Tie Rough Electric' Rough Plumbing/Gas Line Rough Mechanical Rough Framing Insulation Drywall Screw / Nail Comments Of The Above I Comments City of Wheat kid e 12/13/2016 10:1 CDBB Install 60,098 btu f CDB014056 AMOUNT BPSP 2943 Eaton ST 67.80 APPL/PERMIT NO: 201601962 Final Inspections Date Inspector p Initials PAYMENT RECEIVED AMOUNT Vs / 8184 67.0E UTH TOTALCODE: 179623 67. Br ---------------------------------------- - Final Electrical Final Plumbing Final Mechanical Roof Final Window/ Doors Final Building Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Fire Inspection / Fire Protection Dist. NOTE: All items must be completed and approved by Planning, Public Works, F/re and Building before a Certificate of Occtunanry it issuer/ Annrnva/ of the Final Buildina inspection does not constitute authorization of occupancy. For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage )y the Building Division. "For Inspection Time Window Requests - Please email ins otimereauest(a ci wheatridge.co.us by 8:00 A.M. the day of the inspection with the property address in the subject line of the email. Occupancy Is Not Permitted Until A Certificate of occupancy Is Issued Protect This Card From The Weather City of Wheat Rdge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29`h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ' Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a)ci.wheatridge.co.us FOR OFFICE USE ONLY rDots: Plan/Permit J Plan Review Fee: Building Permit Application *' Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. Property Address: Property Owner (please print): Cta1 Y -Pea.rSnyl vPhone: Property Owner Email: Mailing Address: (if different than property address) Address: City State Zip: Architect/Engineer E-mail: Contractor: Phone: Contractors City License #: ( an o� Phone:ZlJ__'�Ll ?�gl Contractor E-mail Address: 1 Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub. City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL ARESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION BRESIDENTIAL ROOFING [IRESDENTIAL ADDITION WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT LUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Sq. RAY I —1 alp Btu's DOC> Gallons Amps Squares Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OW , _ (CONTRACTOR)or ORIZED REPRESENTATIVE) of (OWN (CONTRACTOR) Electronic Signature (rust and last name): DATE: Z Z 11J ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ Address: r Building * *Application clear *.. w Mf .. * .3033046725 * * . i. y y� 1i t # i •iI" iR Smiley Electric, In A i CITY OF WHEAT RIDGE _A!��Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax Inspection Type: INSPECTION NOTICE SU Job Address: `� 43 C "If %aN S r Permit Number: ?_ D/ 6 6-14 3 3 rvv ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes rNc *When corrections have been made, call for re -inspection at 303-234-5933 Date: f iy `�` Inspector: DO NOT REMOVE THIS NOTICE Zq 43 Ca+u n S+ n.-% I/ nil_ INSPECTION RECORD EIO INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/T vne Electrical Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Mid -Roof Concrete Encased Ground (CEG) Foundation / P.E. Letter Lath / Wall Tie Do Not Pour Concrete Prior To Anoroval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Comments Sewer Service Plumbing Do Not Cover Underaround or Below/In-Slab Work Prior To Annroval Ut 1 he Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric ` Rough Plumbing/Gas Line Rough Mechanical Rough Framing Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. "For low voltage permits - Please be sure that rough inspections are completed from the hire uistrict ana eiectricai iow voltage by the Building Division. "*For Inspection Time Window Requests - Please email insgtimerequest((Dci.wheatridge.co.us by 8:00 A.M. the day of the inspection with the property address in the subject line of the email. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge Residential Plumbing PERMIT - 201601633 PERMIT NO: 201601633 ISSUED: 10/18/2016 JOB ADDRESS: 2943 Eaton ST EXPIRES: 10/18/2017 JOB DESCRIPTION: Replace sewer service line from house to tap in alley; pipe burst; 70 LF *** CONTACTS *** OWNER (303)232-2769 HASTINGS ASHLEY GC (303)215-1348 Brian Wilkie 060162 Apex Plumbing Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: / SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,400.00 Total Valuation FEES 0.00 PAID Use Tax 61.20 Permit Fee 109.20 G ** TOTAL ** 170.40 *** 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.** PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Residential Plumbing PERMIT - 201601633 201601633 2943 Eaton ST ISSUED: 10/18/2016 EXPIRES: 10/18/2017 Replace sewer service line from house to tap in alley; pipe burst; 70 LF I, �,isi'a ture do hereby attest that theworktobe performed shall comply with aaccompanying approved pnand specifications, appicae building codes,and all applicable municipal codes, policies and procedures, and that I ame egal owner orhave been authorized byelgal ownerofthepropertyand amauthorized to obtain this permit and perform the work described and approved in conjunction with his perit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document an(/or its' accompanying approved plans and specifications. L Signature of OWNER or VONTRACTOR (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. Z, 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 originalermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code r ny ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. V 1�1 cook— Signature of Chief Building Official I)ate REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. a r._ City of e I ie 11811(1; COMMUNiTy DEVELOPMENT PlanlPennit# < Buildings & Inspection Services Division a 3,3 7500 WV 29�h Ave., Wheat Ridge, CO 80033 Plan Review Office, 303-235-2855 * Fac. 303-237-8929 Inspection Lire: 303-234-5933 mail:trrnits ci. heetrid e.co..us Building r kation I ,.(if different than properly address) Address: City, State, a e i r ice° 1 Sq. FULF Btu's Gallons Amps Squares Other FOR OFFICE USE ONLY Mailing Address ("it' different than property address) Address: Complete all information on BOTH sides of this for Project Value. (Contract value or the cost of tl materials and labor included in the errtlr project) buildin D ivision r . .. ... - . I BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at ;; q (/ 3 I.~ ..'/':h' S / I have this day inspected this structure and these premises and have found the following vio"tions of City and/or State laws gov- erning same: /1 . I ;'--1_..4 ,J&/ ~Aj I ~ i ) /'l fn:'J--r- -/!' J ,/ I :Y". ,A j r, //:'1 i 0/,'2 /e+c'i \ f /? 1-1 'r: -; I ,:- - o.k-' .. / "V)l.' S ./);1 You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date / ?'::/;:,_/0i I -' , <-, ;1 / /- /I ; "l, ,J '" ..: j CJ ..- ~;.- f '1ft.....,.., fer ........ Dept. DO NOT REMOVE THIS TAG FORM WR6.22 , .<I I j ~ 1 1 Aj j i i j I I 1 1 ! DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 12438 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date: 7/11/01 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address: 2943 EATON ST Contractor License No. : 21077 Company: Jeff Schmitz Carpentry OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 232-2769 Phone: 989-5742 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 abid conditions printed on this application, and that I assume full responsibility for mpli e with the Wheat Ridge Building Code (U.B.C.) and all other applicable heat Rid e or . ances, for work under t is per it. \ (OWNER)(CONTRACTOR) V T .. 0 Description: Total: $3,000.00 $83.25 $0.00 $45.00 $128.25 Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft.: OK OK 7/5/01 Approval: DM II Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Buildinl:! Code of Wheat Rid~e, Colorado or any other applicable ordinances of the City. This permit shall expire If (A) the work authOrized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 day's. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the . ding codes any other ordinance, law, rule or regulation. !~l (5) -"if 'NHE'-1? ~y~~ u~~ C'OL OR;"''IP DEPARTMENT OF PLANNING A:'iD DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) APPLICATION .\.D\\\i.o.rn L... Cl.(\(J ,j:J.n-e. c. 'K:J.\<2.~ .:;2-bl-t'2> V1.-\On .st.) \)Jht'eV4\ic<f>€.. Lo 8-10 :R- \ ~ .6Clrl"\in ~fl)r~nYrY Building Permit Number ILA--? ~ Date: ./. ( Property Owner: Property Address: Contractor License No.: Company~ Phone~VM:J..'~ Phone: OWNERJCOYrHACTOR SIGNA-TITRE O!? ONDERSTA.l'iDL.,G .-\.o~1) AGREEi\IE;,\T I hereby certify that the setback distances proposed by this permit application are accurate, and do not violat.:: applicable ordinances. rules or regulations of the City of Wheat Ridge or covenants. easements or restrictiom of record; that all meJ..Surements shown, and allegations made J.re accurate: that r hav<: read :md agree to ahide hv all conditions prinkd ull this application i t.hat r .l.;;sume nil! responsibility for compliance with the Wheat Ridge Bu d" g Code (C.B.C) and all other :l.ppJicable Wheat Ridge Ordinances, tor \vor u~9 this permit. Construction Value: .3,iX.XJ Permit Fee '''.2. S Plan Review Fee _ Use Tax: 'If. frO Total: (01;XfNERXC8NTRACT R): SI-G (. ;// ~SCriPtion: ?OY\~, D^~'5[)\ , , '1J 2. Ct:cA<S ' BUILDING DEPARTMENT USE C{f(L-r. Dl~UJ~ Q-f L [1.:[/ j'LoJ- (' i (f .\1 b"'" cs ] II ,,\ j{31 C a_LIsc\ x / -~ 7/tz/D I ZONING COMMENTS: Approval: Zornng: {)?V-- c- 7/ s;-1)7 BUILDING COMMENTS: Approval: &(~~ PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Urnts: Electrical License No: Company: Plumbing License No: Company: ,Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit ..vas issued in accordance with the provisiOfl5 set forth in your application ,mJ is SUbject to the laws oithe Slate or Colorado and to the Zoning Regulations and Building Codes of\Vheat Ridge, Colorado or any other applicable ordinances of the City (2) Tnis permit shall expire if (A) the work authorized is not commenced within sixty (60) days trom issue date or (B) the building authorized is suspended or abandoned for a period ofl20 days. (3) If this permit expires, a new permit may be acquired for 11 fee of one-half the amount normally required. provided no changes have been or will be made in the original plans and SpecifIcations and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exc~eds one (I) year, :i111 fees shall be paid for ~ new permit (.+) ~o work of any manner shall be done that will change the naturalllow of water causmg a dramage problem (5) Contractor shall notit)r the Building Inspector twenty-lour C:~4) hours in advance for all inspections and shall receive written approval on ifl5pection card before proceeding Wllh successive phases Qfthejob (6) The issuance 0 it or the approval of drawings and specifications shall not be construed to be a permit lor, nor an approval of, any violation olthe bu. dmg or any other ordinance, law, rule or regulation If) t- V'\ - o J 4-.V l;::. , ... ., <5 --!'l l\ Ii .'. \". ".' ""f.' dl \ii b () c;..c- 'J-.\- " \ 4- '.J ,.-, ""'"" "} "'3- f , "1 ~i I \ \1\ '.' to- '~" \130' o '.~ ^' ~-r. ',;:' ....9 1( :;,- I- ~ XIJl ~') 2 ;5"ti v~ c ,_.).~ IV t'l ~""" c.Jc ;) ~ 1 cJ ....0::0- ::- --.s-:T- ~~ 2 ,,<:1 ~ \ ,-..i. :;"~ <:_ . V '\ f"'"'--. \ ~ .~ J I I ~ I 'I , dp q :;1 ~+ " 'j ji ...e;t ~ .~~ ~ 1 ~~ ~ i ! ~ <$ ~~ I Q~~,,",,_ :~tJ , -- i I ~ ~ :r (/). ':-- <. (f () t- It: !- iU "Z ] 9.i ~ ('q qj ":)- cl &- ~ i& -- u.- q) > ~ '-~ r;;I. - ::; r ~ 1\\ r ~,,~ \fr,-~"~ ,~"';:" ,...~. tJ Z d o ~ d: J .J' a:rf\ ~ c.' ~ ; 1) i:"'-:Z:: 0:0 -lfO , '......r--- ...r'_' :)6Kl~S l ) ~ (. t , i ! t ~ , I ff... , I' I 1 I r I I , I I , I i I I i I. I i I I 7t - ./ .u ::/ I i it A 1 I , . I :J I - ! I -r- --.--,----'-......- I I '- _. _ _ 0,,--'-- " I: 1- tic (. ).. 9'13 ~frr()N I 'I .)r , - ~ ~ , (I' " -f - r'Il r( 1 1 $\(';>[ \IJ 1\..1<' So " ""-, ,......--""'--' ""-'-\---........., 0:....,' >- - , r It L 1~ 1\'1'> ~t " rol 1"'-, tl - 'II \ : , I N \91 ~: '1 < 7~1 > , ., '. I N~,,",- - 7/5/~( t"'..-""\ ~f' ;'"'j ~:!', ....'. -.:'_,..1.-">. 1'-:: i~"'" j\ \-i :"i;::I--=;:= _~ _~'-c. ~ ;- .-.::.:~ .' ,_., - .-, _0- -....:;, ...;= !"!L ;"~=~.;;:--.. ~; !--:........ ':::: C::;~'.!T;,: !\i~:: ........,.- ,.., :""1'_ ';'::: :::-,:!i: ',~'I- ,'.j=-= -.;:: .. . ,,'V'"""?'''''''!~''''''''''''"'''''''' ,",,,,,,,,)'<>, ,),,,,";'i"""'" ")''''''):~~~ ~,"',l;li!!" .""""),, .,.,,;!. ',)""""''''..,,,'''''', ,'," .,..","CJ!II~~,!.'l, W'I~!!J!l~ "~EPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 6491 . BUILDING INSPECTION DIVISION - 235-2855 e:; v CITY OF WHEAT RIDGE Date: /..., '1- I (j 7500 WEST 29TH AVENUE ' . WHEAT RIDGE, CO 80215 ",~"!~',, Property Owner: Property Address: 2943 Eaton Street Contractor license No.: 17152 Company: Precise Plumbing ERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 232-2769 Phone: 534 0881 ER)(CONTRACTOR) SIGNED DATE Total: $346.00 $22.00 $0.00 $0.00 $22.00 Construction Value: Permit Fee: Plan Review Fee: Use Tax: I h reby ceIlify that the setback distances proposed by this penntt applicallon are accurate, a do not viOlate applicabla ordinances, rules or regulations of the Ctty of Wheat Ridge or nants, easements or restrictions of record; that all measurements shown, and allegations m are accurate; thllt I have ,.ad end egree to abide by all condttlons prioted on this tlon, and that I assume full responsibility lot compliance wtth the Whaat Ridge Building C e (U.B.C.) and allothllr applicable Wheat Ridge ordinances, for wall< under thiS penntt. Use: Description: Replace water heater, ready for inspection BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft. : IrQ: ~~~1J Approval: Occupancy : Walls: Roof: Stories : Residential Units : Plumbing License No : Company: Mechanical license No : Company: Expiration Date: Approval: Expiration Date: Approval: (1) Thil permltWOl issued in accordance with the provleiona set forth In yopur application and illubieclto the laws of the ~ 0/ C<llor8do and to the Zoning RegulaliOnSond BuIldIno Code ofWheol Ridge, ColcnIdo or any other o_bIe ordinances 0/ the City. (2) Thll permit wi oxpIra R (AI the work 01l1horiZed II not commenced w1th1,; eIxty (60) dayl <rom Issue date or (8) the bulldlng _ ilauepended or abandoned <or _ period of '=' (3) K thil permit expIfes, a _ may be ocqulrad <or a lea of Of1e.I18Wthe amount nonnaIly requlrad, orovided no changes hove been orwill be made In the origlnol pions and apec:ifico and any _us_ or obendonment hu not oxoeoded one (1) yeer. 11 changes 818 mlide or K su_pensIon or obendonment ox_a one (1) year, fuU _ _I be paid (or a .- permit l's> No work of any manner stuiII be done that win change the natural flow of water causing a drainage probIefn. ) Contrector lhaIl notify the Building Ins_lwentl'.four (2') hours In oclvonoe <or aU liIspec:tIona and Ihall receive _ opprovol on Inepection conl befora oroceedIing with _ _ of the Job. (6) The Issuonce 0/ a permit or the approval 0( drawings and specIIIcetionl lhaIl not be conllruocl to be a permit <or, nor on _I 0/, any vIcIolion 01 the provisions of the building cod8s or any other OrdInance, taw. rule or regulation. QeM CdM:i- KL(jJ Chief Building InSpeCtor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT of PLANNING AND DEVELOPMENT Building Pennit Number: BUILDING INSPECTION DIVISION - 235.2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: W. ~ .d /'.7 PropertY Address: A 7' r '3 E"a Ir/'l <) t Phone:'2.. 3 ) - ;2. 7 6? Contractor License No.: / 71 >J.... Company: fJ r ~ cJs ~ / /..n" 1'1'",. .:z;., c.- Phone: 5"'.JI'-1!' rri'" I - I OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: lre -- Penmit Fee: .4:l.. - Use Tax: sP"''''s io-O>./n I hereby certify that the setboCk dislOnces proPOSed tly this pennd OppIICIIlion are occuntte. and do not violate aopltcllble on:unlnces. rule. or regUlations of the City of Wheal Ridge or covenants. easements or restnctions at r.can:t that ad measurements ShOwn. ana allegatIOns unaGe are accurale: tnat I hive rela and agree to abide by all conditions pnnted on this applICation. an~ that I ossume full respoflSllH/ity for COtnt>IIance WIth the WIleat Ridge Building Code (U.B.C.) an~ oil other oppllCllble _ Ridge oralnonoes. for work under thiS pemlII. (OWNER)(CONTRACTOR)~IGNED4 .~............~ DATE . Description: r~;o~ ce u1. -€.#'r 4...~ ~r ~ r-f'A-of ?'cor I'''. ~..< .,[,'0.... Total: 2.:1.- BUILDING DEPARTMENT USE ONLY ./':.!l'~~ Approval: Zoning: ~ 8l.L:.}tl~'.llU::Jl~ Approval: . PIII!~itAkJ_~}...~1a~ Approval: Occupancy: Walls: Root: Stories: Residential Units : Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Elqliration Date : Approval: ..J (P,Jm'is'~ulriCf~ Expiration Date: Approval: it o' PIIhs ~ulred.- .:;.1 Expiration Date : Approval: . ~ultlRf.g (1) Tlus permn was ISSUed In aa:::ordllnce wnn tne ptOVl:ItOnS HI foIU'l In YOCJUI" aDPbCllbOn ana lS subJeCt 10 d'II: !awl of the State of Colorado and 10 Ift8 Zanino Regutatlons ana Building Coc3e Of \lUhe11 Ridge. ColOtaOo or any OIher IDp&lCIbte OI'Olnances of the City. (2) This permll Sh.,1 expo If fAllne worx IYInOI1Zea IS no1 COmmenc:ea W1UW1 IIXIy (60) claYI hOrn ISSue clall or (B) Ihe buikllnQllurnonzea IlIUII*KI8O or ablndonea tor a D8nocI of 120 dayl. (3) It this permll eXDnI. . new I)IfmlI may De KQuiraCI for a ,.. 01 on...n." Ine amounl normlll/y reQUQ'8d. prowaecI no cnanoes nave DMn or wiI be fftIGIllft .... anginal ~ans and spec:rficabOt\l and any IUlDenIlOl"l or aDanOOnmem nas not exceeaec:l one (1) yl.,. "CftInges Ire macle or it IUapenIIOtI or lDanCIOnmenI exceecls one 11) year. full feet IhIJI be DIIG for I new DetmfI. (4) No wonc of any manner snail De done IhI:I WI. Change me nanual now of WI. caUS'"91 draNge problem. (51 ConhClor snail notify me Bulldll'l9 InsDeClQf rwenly.lour (24) f\Outlln aavance for all,nspecaons ana "'all rlC8MJ wnlten approval on InspecDOn card before proceeoung With succeS$rve anases 0' the ,aD. (6) The ISsuance of a DerrM or me IDproval Of draWings ana soealicabons Inall not De ccns~ruec:l1O be a P8rmn for. not an approval of. any YIOCaDOtl of Ihe PI'OYtIIOn& o~ the bUlla.ng CODes Of any olner oralnance:. law. ",,;e or regUlation. Chief BUilding Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION "'1' . e AND DEVELOPMENT OM$ION - 23$-2865 . :r RtOGE .'hi AV&NUE ,CO 80215 BuDding Permit Number: 95-2187 Date: 1116/95 ..! .. .~:. ' ;. .".;. :' '.. '~ . .~"" ';;~,';:.i ":'1" . ~ Owner: RAlEY WIlLIAM L . ~ AcIdielit: 2943 EATON ST Co.ttladl:llt.lcenisetfo. : Coritpatly : Phone: 232-2127 Pl\c)ne: "".:'j", Construction Value : permltFee: Plan RevIew Fee : UsaTax: Total : $450.00 $15.00 $0.00 $11.26 $26.26 ..~ : ".'. . SKHo (OWIt~) . ....',...,-',.,..-..... .'.'.',.,., . ". .,......., !:.:.';:..:.,-.,......:.:..,.. :.' ':''',:<::,,:..' ~I:.' ~RQOF ,.:.,...:....,..:..'...... .......'.,. .~.' ZQllII'IIJ' ....... "''''''~:..';' .'Ap~:': ............-..-. W8IIs : ~~~:.":: . 8UILDlNG DEPARTMEN'r use ONLY Roof: Stories: Re$identIaIUnlts : =~~8ilt:':1 . , PIilmblng License No : COmpany: Mec:h8nical Lk:enae No Company : ExpiJ:ationDElte : ApproYel: . .. 'IM ..' ...~rt.==. ... llIld.~~......cI...$.cI~iridlo../tlit..Z<I1InO. .~ar..,y_ _..IlI"ClIo. '. ..' ..' . '. ..nIllcco.......... 1txIy(eO)dIaya-~_...(B)...buIIdIrIg.~.~~ ll!.~fOr.'"'of-..._~.OiIQUioId. __..~IIiMl1!Mn~wtt_.."'.. . ~~lIIInIll_.....(1)_.ltcllllllllM..ftl!iI!'l~.~rJr........"'.M . . .~~~::':s:..3=1-....___~~~1jOIqIe ~~1I1II0Il0i:!1IQItIoI1I- nIllbo_lObo.".....fOr. nIlllllillPnlVllor. .,y-..,"'~ . ,1IIW,rilllor.__. a.t fI.\til.E-nlDr . . .'....VIiUO ON1.YWHEN SlGNaaD 8YTHE~ lN$f'ECTOR . CALL: DW033 24 HoURS PRIOR TO IJiO DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: I ~H \ \ \ i.'>'0n "'.-_Je'::q,e. ~ \ ~ Property Address: ~ ~ '2 C\. -\ 0 '{\ ~ . Contractor License No. : Company: Phone: 2- 3..2.-- 2::::r1oCj Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: -4- 50 ' () 0 Permit Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge or covenants. easements or restrictions of record; that all measurements shown. and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (V. B.C.) and all other applicable Wheat Ridge ordinances, for work under this permIt. (OWNER)(CONTRACTOR) SIGNEO Descnption: ~e. -- \( O::~ DATE Total: BUILDING DEPARTMENT USE ONLY Approval: Zoning: Approval : ~l . ! to.J ~ " ~-I,,;"'iI "11' l:i.Ji Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No . Company: Mechanical License No : Company: Expiration Date: Approval: ..l . prlll1S~u!i"lldT=] Expiration Date: Approval: JI P..-n..R!Iqulred J Expiration Date : Approval: JII !.~1fDqu". [1) [2) [3) This permit was ISSUed in accordance with the provisions set forth in yopur application and IS Subject to the laws of the State of Colorado and to the Zoning Regulations and BUilding Code of VVheat Ridge, ColoraClo or any other applicable ordmances of the City. This permit shall expire jf fA) the work authonzed is not commenced within sixty (60) days from Issue date or (8) the building authorized is suspended or abandoned for a .penod of 120 days. If thiS permit expires. anew permit may be acquired for a fee of one-half the amount normally required. provided no changes have been or will be made in the ongmal plans and Specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or If suspension or abandonment exceeds one (1) year, full fees shalt be paid for a new permit No worK of any manner shall be done that Will Change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours In advance for all inspections and shall receive written approval on inspection card before proceedling with successive phases of the Job. The Issuance of a permit or the approval of drawings ano specifications shall not be construeo to be a permit for. nor an approval of. any Violation of the provisions of the bUIlding codes or any other ordinance. law, rule or regulation. [4) [5) [6) 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